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Home My WebLink AboutPermit 6498 - Boeing #9-12 - CafeteriaThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. Boeing #9 -12 9303 East Marginal Way South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 924 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. boeing #9-12 cafeteria 9303 east marginal way south • SENT 3Y:ISSAQUAH QLASS INC. ; 9.26 -91 8:59AM ; 20639237414 4 -I* 5? Issaquah Glass, Inc. Flog.* ISSA•00* 2940K 1430 NW Mall St.; Issaquah, Washington 98027 • (206) 392.5333 • (800) 562-8292 • FAX (208) 392.3741 f FrQhi�� Relererice; Num r (Skeet Date: (Inoludivtg Tr nsmititi) , . r w r � Notes : Fax Transmittal - 206 431 3665 ;# 1 L. HARTUNG GLASS CO., INC. , t c ••• - .1 ROU WHOLESALVAOAFLAT GLASS AND NSUL4 IN LASS UNITS SOLD TO. ) GATT iii. OM SHIP TO ..: O A 4 4 . / Illrit'llrat 41.1111111 . . —411•0 40d11.• ga . hiall I • 1 ......■.....■........■.. • . .......... , f f OUANVIY raINE rthi TIN A OA, P gr COLOR SIZES DESCRIPTION PRICE SHIP • ORD. B.O. VAN. MIIIII. 67 p ill 111111111111 a ill m, ......A MA 7 ' / . . . 4 . .. .4 . a i 61. • El 1 NM Ili 1111 ....er.,-,41 N.'. 111 "V ••• 1/1. dr .14 de Ai li • : , NI MOM d. ...... , ...480c. r • ... ,Od• . NI 111111 . . • OM MI 111 ME MOM t 9 2 •■••■••■■•••■•41.......................... REMARKS: • 1 1-4 3-... - a / SUBTOTAL .• DISCOUNT DELIVERY RECEIVED ABOVE IN GOOD CONDITITON . . , . ■ . , . DATE ' , . 1 .1 1 2 49 mow g c y l nru hamm fenn stmontial dunaotto or damson to vi in wets of the putout pries or too ' „ ' i SALES TAX • Pt TOTA L SENT BY:ISSAQUAH GLASS INC. ; 9-26-91 9:00AM ; O WNI Valley Hwy. Tukwila, WA 941111 mamma FAX FAX! 200400.2601 14004224215 FAX: 2004994707 c IcTOMER COPY 2063923 1626 Common 0901 91190 „JAI Tacoma, WA 99402 Portland, OR 07210 2094934700 of 2 0004221.020 PAX! $99.2214479 206 431 3665; # 3 JOB NUMBE 78614 SENT BY:ISSAGIU '. Abu* wind u daa 55 INC. ; 9 -26 -91 B : 59AM ; 20633923720639237414 // �� 206 431 366 $4 2 C ` URVI u ASS OIDGR No. 7023 t Issaquah Gins, Inc. e4 b/owe Waslilivisn NCO ra #, ., Cb with pnpM, Mom y � tosn 7134%. )M WHO SNIP Fricelvao SHIP V14 OATE -) I RECUSMON Raw m FDA PONT 5LT STOCK NO. / cESoRP'rroN Tern' C Dur L ' \G " 17'/'i „•c�. `l 0..4\ 1 9.4, 261 'i 0 'Ai 1z,. uv►T FRIOE 3y TOTAL 5? Attn: Karl Olson Client: BEC &E Address P.O. Box 3707 MS /4H -07 Material: Type A500, A448, A38 Grade B, A, B Bolts: Type A325 Grade II Welder Certification: WABO Other: Seattle, WA 98124 CMTR Yes CC Yes CMTR Yes CC Yes Weld Procedure Specification: Prequalified Q Qualified Erection Drawings Approved?: Yes Note: All of the above must be approved and accepted prior to the start of erection. • 1 Build.ry afraid 1 Enpinaer 1 owner 1 Connector 1 betsuer 1 Crows . Refrlbt (for decking opening's less than 24 ") 8 locations. 3. Verifed torq. on remaining bolted connections. 1. Inspected installation & fw s on window wall col. 4. Inspected field welds on new kalife brackets installed on equipment mounts (MK#15). 5. Inspected puddle welds to reattach decking closes NCR dated 8/24/91. 6. Repaired lab weldson joists closed NCR 078N rev 1. : �:: &'L �•�•••ts #•�� SECT • 16MK117M, 4MK#7P, 2MK#7S, upper and lower connections. 2. Inspected installation & fw's on decking support angles ........... . 2 3 4 5 Report No. : 128e WEC Project No.: 9102.04i Inspector: Russell Rocks Date: 6/25/91 Permit No.: Proj. Name: Site Address: Erector: Erection: AISC ® Other Connections: Bearing Friction Welded Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yos Arbitration Proc. Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N All item inspected are Conforming n Non- Conforming to approved plans and specifications. 132 welds 62 welds 16 welds 60 welds 4 welds All reports ws considered conbdsntiel end are t property of the Viso, and Wedge Engineering. Reproduction In whole or in pat wrtho t Ow written permission of WEC Is forbidden. ENGINEERING 20420 84th Ava, S„ Kent, WA 98032 f208) 872•rd4E1 FAX (206) 872.9454 Electrode E7018, E7024, E6022 •; <,.;:. >.;: >•:;: ><::: >::::.. nid. rriund+ a::. at;: NJ: r; rK��< `.s�: < >:r <:<<;: ?;« ::::......... I' r .. Boeing Caffeteria 66 connections @ 490 ft. lbs Cafeteria 9.12 Building/Waterfront Park Bolt Type: A -307 A -325 A -490 X Manager: No No No No No Inspector: 7. Structural erection is complete & acceptable AISCn Other: ..11860 Calib.: Daily 9106.004 Calib.: 6/15/91 Russell Rocks C. Weeverfr/ ^frii :fF.•: ?: i Y:4 >:•Y "i:• YY' f.• }' 'YY.:Y v ?1: ? } }: ? ...:::: ...:. r....... . r •:.:: }jii:r,.:r.Y:}•YY } }}( ;Y:jf: .:.. r......... r. ... ..... •.•F.l. ?• ? ? . }• i. ?::• } : tAr..:.::5:.r :v . 5. •$:.SS ?•: ::. ;.: S•.:.: { {.5; r.. �:: Y r •: r..:.v: r:: y :::. ::. /. .: g :: 0 . 1 :f. ai »...:.: : M.5 :5.. .............. . rr .:•5 .... r r. f ....... : ......... r.; Y:}' FY:.. 1?: w...•..v..•N::•:.•::.::.: ..nr:: •v}:. :::. r. r:•t!l.Ml .0 4�{�lYl : ?x, ? ?rS ?• •Yr.,n r. .. :. r.n... .:...r .............::.. ....... x: ; r.. .:. .. n .... .: ......... :i: }Y ii: }:::G: . 4 •::: ..:.. {.;•: :: w:, •: r: r: r.. :: r. , •: v r:::•:$YY { ? j }i i1$ }: :n . :r::::..::::::::::*:;:;:;:ii,,.. p };:�f. } } Y. n �: :: •:: v .. � 1 r�11::::y:• ?::: x: :i':. ?:.: .:rf ?: } }•M ?• }� Y ,. •: . .iii ::. � vig : r ::vM ^::: }: : iili; : v: :::::. Z :; •.: : r?.. .�H�Fi .: .. ...::....::. ... ? } }: ?• } }r ? ^ :::::: ?F,.;:ri:• vi'1.......... Client: BEC &E Report No. : 131n WEC Project No.: 9102 -041 Address: P.O. Box 3707 MS /4H -07 Inspector: Russell Rocks Seattle, WA 98124 Data: 6/24/91 �, ,,,.,:;'.; •;': : :,ji', Permit No.: 1:AtM0 -, .,; Pro]. Name: Boeing Caffeteria 9 -12 Building " •:. }::..,: �.. } : > }:i' <r <' >:;•:r. }. ?Y: ?.. %: »EE > >E % >� s >:i' <E••`;:E<'<E > ?:: > <f >: » > > >E � ?:s: ? >: >:::: > i }.;•::,,, Rm U Yb .:..,... ... ?.:t::::;,... :,•;•::::::::: 6n Caritbft'n on bit , Contrary to the requirement: 1. Original control Code Sec. /Para: Standard Seo. /Pare: point at 1.25 & C line was off by 3/8" thus throwing Spec. Seo. /Para: column base plate off location. _ X Drawing Al 5 Detail No.: 2 2. A detailing error on Blue Chip drawing #7 caused The equirement states in part: Attach window wall piece 7T (44) attachment clips to be fobbed short. columns to bottom cord of joists by welding attachment 3. A combination of fab & installation tolerances caused joists to be off line in relation to window wall cups. column location thus attachment can not be made. Inspector's Signature: Russell Rocks ..... >.??.. ..:•:::•:;.:,.. <..:•::: ,•: <...• ?:.:::: ?•.,r.< ?::< ?•: .: s•::,. > :.....:.::.:::.;D a ob ition<<::o:?: s::<:::::::::::<; s.:}:::» s:;:;<;;•<.: c::>:;;>: ; >:: >:;: »::.: >::: >:<::......... ::,.. X Rework to approved plans, specifications, codes, Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: standards, and tolerances. Referred to Engineer of Record for disposition. F - 1 Submit Approved Submittals 1. Split location errors b outtine loose the oist and deckint as required and moving them to allow column attachment . aplumb location. 2. Refab bent- late clips (44) to oorreot length for attachment. 3. Maintain correct window dimension. Inspector: Russell Rocks Engineer of Record: Date: 6/24/91 Date: ::;::?:;::?:::;5;;:; ::>::::<;:>;:?:>: ::• }•• } ::i:. } ;;: : :••ii:: • ?.ii }: ,:.i;•Y ::•Y : r::;:: ? ?• }:;:• }::, ...........?::.::....... .....•�::........ ....:..... ...:...::....... :: .. •: }: r�:N.•: {. } }:?'•!:YY. i }:•Y }: • ?iY } } } }::n•; .::: • { : Y.v :S:S•iv ? S•: J: ?ti {• ? .. ...::::v :.. ..: :•:',.;%:::, r:::. •. iM: •. i.: ....... s. r......... ,.. . ,..:.....Re....lns .. Y•.:?. Y':: ri�•::<::>;;. Y. •:•::. iiY: z�s >ss: >a;x <s;.; }Y >:: >P: . e : i } W :: .:... .. r ? ::.:Y <:::�;: }SY h�} }:i;L:•iii ; } ? {f:: r i:i: { ^.j;• »:? eod6n s ...................... r.:.. r.:}:.>:::: rr.:. • >: •::• . t.: ::::<•ri.:. }. >:.:: X Re- Inspection Required Re- Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) Engineer's Dis.osition is Use As Is) .<: Y:: %;Y,•;::::;i %::> }sip:::: �:: iS ?;:: :. }. ::: •...:.....:: •:::, r ... .............. }.:.?;.;:;::«•Y.r ..r...r r r.r::::.:: •::. e:: alnc :.f t or i .. Co orm af. ens ea ed:.: k:': i.: i:. ii; :�: }.:.::. >:�.:�:.�::::. >Y } }:.. r.:: s ; .: : •..•. ; > •: r :::i: >:,,. >:. .:.. .... ...... r ....... All items have been re- inspected and are As of Date: 8/25/91 X Conforming Non - Conforming this Non - Conformance is considered closed. Inspector: Russell Rocks • to approved plans and specifications. Manager: C. Weaver 1 Bldg. Off. 1 Engineer All reports are considered con idential and are the property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction in whole 1 Arch 1 File or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872 -9454 Client: Addres Attn: BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson O alificatioria> <> < ? z `'•. <> >z <': `: `: < s'.: <: < Material: Type Grade Bolts: Typo Grade Welder Certification: WABO Other: CMTR Yes CC Yes Weld Procedure Specification: Prequelified Erection Drawings Approved ?: Yes A500, A36 A, B Hi lti Bolts CMTR Yes >': > #:> No CC Yes X No Ell No No Qualified AWS No Note: All of the above must be approved and accepted prior to the start of erection. ....... ............................... 1. NCR on window wall columns. 2. Verified modified installation on skylight frames per engineers response to rfi 96. Frames 13H -G, 13K -M. 3. Verified installation & enbedment of hilti anchors on column base plate par engineer response to RFI1/98 column 5C, 4B, 3BL, and plug welds. 1 Budding Officio! 1 Engineer 1 Owner 1 Conusetor I Atchitect I Other 3 Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proc. Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N X Other RFI's Bolt Type: A -307 A -325 A -490 Electrode E -7018 No No No No No AISCn Other: NA NA None hard bolted Calib.: Calib.: All item inspected are Conforming I X Non - Conforming to approved plans and specifications. 1 NCR written ::< >..;:.;::<::.;:. .<;<.: >::.:Plece.• 2 16 Welds 5 Hiitis 5 Plug weld All reports ere coneiduod confldenuel and ere the property of the Client end Wedge Engineering, Reproduction in whole is In pert without the written permission of WEC le forbidden, Boeing Caffeteris Cafeteria 9 -12 Building/Waterfront Park Inspector: M wager: Russell Rocks C. Weever gi/A• / Report No. : WEC Project No.: 9102-04i Inspector: Date: ENGINEERING 20420 84th Ave. S„ Kent, WA 98032 (206) 872-9451 FAX (204) 872 -9454 126e Russell Rocks 6/24/91 ,.. .......r r . .. ...: . r..:l....... ,.., . r.....: ..x.v.vi ?v,v .. ........... :::.:,:...T :. > .:•.:<:. » >:> ;?. :;: :'.T:.<•T:•T:: ?.;i: ?,;TT >;,� .::.::::, ::.::. .:.:......:..:.:.T::.;::.;'.T::. i:.T::T:?.>:,;,.;;>..;:.::.: ?,::.T:•T:::::; ?.T:; :T < ?<? >;;:.T:.: >: :. .. /r: •: .:. .}. .; .; .. •; .; .; ..; ... .:.. :• ; ?.: v •: ::•.•.v:::::.:v:: v ?5 ? ••::: .r. %f:: :• �v?•::, . :•: i lS:: S 'l :i r : Ci•TT: y .. ......... {.r ... .. .. ......... v ?.Tx::: {..::: v }: {•ii {: ^.' S ; •: ? :::: ... ... : i i %f •' ? { ? !,.r.iti?w:. ::: T ' fi: ,,, . ?:: 0. vT ' : r.. :: �::: : i. :, .. . v: •S : r. r.... r?• f .r : :{?? r? rr C i'•:•:• �? . . r.. ... pd F Y f�A1 r Ct� � • yy b� . 1? c�; �t1• is i :•; :..;; > <: ?. > •:,. . ...... ..: Client: BEC &E Report No. : 122q Project Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -04i Seattle, Wa. 98124 Inspector: Jeff Rabe Permit No.: a``r;'6„48'',,', Date: 6/20/91 < ~ °'', "' Proj. Name: Boeing Caffeteria •..QU 2. a Uit ....ii:'• <;: %i�::' :::: . ...... ... . .......r.........:r........... ... ... lit :::z::Ctl.rt ral`Irse�ectitirtak�r >ad;:R � a«::::: >: >: >: » ?:a >:; <.:<; i Presented letter dated 6/19/91 to management for review. Made revisions & delivered to Karl Olson of BEC &E. Karl was informed that the president & vice president of Wedge Engineering desired a meeting with BEC &E management as soon as possible to discuss Boeings Contractural relationship with Wedge Engineering. Karl stated he would call them to arrange this meeting but wished to present the extra invoice to Ferguson Construction first since they would be the ones paying for the extra charges & if they agreed to all charges then no meeting would be necessary. If they did not agree then all parties ( Ferguson, Boeing and Wedge would be required to attend a meeting together to resolve these issues.) The writer pointed out that Wedge Engineerings contractural relationshi. is with Boein: onl , and role ed the messa:o that Wedge officers wished to meet with Boein, management alone to discuss this matter. :• :•.•::....,:,T;:T:T:.?<:T:? ..T ., ».:::::.:, ...:. r;. >:•: ;:•:xs�' n e t exults t i C tr I >T "s' ; ' < T:;: : :::•:,: .:: >... V . n�;;an . , ..... ,. r . ..............r...... NA f, >::: T: >:::s � •':: <z is :.::. ...................T............:,,.:,.,: :�... . .. .r...,.:.. .. . ..... Ramar a >: 0 ; : : :.,. ; ?.;:.i .:::,.. The package in the white envelope is a copy to remain in Wedge files until a resolution is found. All items inspected are CQC Representative: Jeff Raba Conforming ffal Non - Conforming MI Manager: C. Weaver to approved plans and specifications. All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (208) 872-9454 w E G E 1st loud truck #338 2nd load truck #342 3rd load truck #309 4th load truck #333 5th load truck #309 6th load truck #337 7th load truck #333 8th load truck #344 Samples taken at 42 yards ticket #314640 slump 4" slump 4 1/2 samples taken Completed slab on grade Used for .linths same mix s (lbs.) ff 517 1440 1950 60 60 Shear %�: rl:• ::•: is %: :: % {: :..: ,... :. Client: BEC &E ddress Attn: Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site ?: P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Yes © No INJ Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Wails Auger Cast Piles Other Plinths Specific Location: Elev.: Grid: Between lines 2 and 3 from A to H. Plinth locations on 1 line at E, F, G, and H lines. 111.5 ft. :::;• > %••::::::::.� :•, •::. 5::;::::;::: ?;;:2.;: ?r: ?�% 3000 psi at 72 CY Req. Str. Dunn. PI.: Sample Size: 6 " X 12 " No. of Samples Cast: 4 X 28 days. Cylinders Cubes 120A 1208 120C 120D 6/26/91 7/17/91 7/17/91 7 28 28 Hold i . 108000 %: % /i✓!:• %iii • i%% 3820 Weather: Sunny • 1 Bldg. Off. 1 Owner 1 Arch. Tested 1 Engineer 1 Contractor 1 Other Da Air Temp. 64 Report No. : WEC Project No.: Inspector: Date: Pro'. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: All reports are considered confidential and se the property of the Client and Wedge Engineering. Reproduction in who's or in part without the written permission of WEC is fortadden. ENGINEERING 20420 84th Ave. S., Knnt, WA 98032 (206) 872-9451 FAX (206) 872 -9454 Eil 120c 9102 -04i Joe Kjeldgaard 6/19/91 Boeing Caffeteria see remarks 70 F 5 1/2 sack 7/8 tr4pee101: Manager: East Marginal Way West of 9 -08 bldg. Percent Air: no e,6 Supplier: Stoneway Mix Design No.: 5500 City Approved Mix?: Water Admixtures no Other no Spacing Sizes Used: Manufacturer: 250 t , . ....................::..:::.con armeincs at. W ;:: All items inspected are Conforming � X Non - Conforming to ap roved Iona ands ecifioationa. ::::.• :::.:..............::::::::.•:::::::: ::::: {.:..::.:::,:::::::::.t.: <t.:::::::.t.; ...!•::,::!.; .:::i::,::;•. ressive i;tr t :: : :::: >:, •:: :: ::::::.::.::: :.:: •::; •.•.�.,•:::.,:::.•: ,.:::: {• :.::• :. >:.: •::... :.. �:.: : ........................... ........... .............. ...................Comp en th..!:,.:.:!:.,{:. ::..:,:,.,:,.:!.,:,.:!:{,:,<,, ,.,:,,, :,.,,:t :!.,f:..... :<:.,. ,....:;. �! !,..! { ,.,:: ; •,<a,.:,:,.:a: t . ; :{ Cyl. No. Date Age Total Load Compressive Comments Strenrt (.si) Joe Kptdgserd `YYWYI Wowar w E )Client: / Address BEC &E Attn: Karl Olson P.O. Box 3707 MS /4H -07 Seattle, WA 98124 :.::.;:•.;• .;•. >•:.:<:.;•.:.::••:;: •.:;:;;•;:•::«. >r•;:•:•Quai ficat ons .. ; ............ Material: Type Grade Bolts: Welder Certification: WABO Other: CMTR Yes CC Yes Type A325 Grade II CMTR Yes CC Yes Weld Procedure Specification: Praguelified Erection Drawings Approved?: Yes ES Note: All of the above must be approved and accepted prior to the start of erection. A36, A500, A446 S AWS No No No No Qualified No 111111i ::""lige*xtiiNg 1. FW brace bays: 14D (lower), 14F (lower), 14A2 (upper) 2. FW mech. wall frame" 16T (2) to col. 16B, 16T(2) to col. 16K, 16BB to col. 16P, 16BB to col. 16K, 16BC to col. 18K, 16BC to col. 413, 16AS to col. 4B, 16AS to co1.6C r, 16AB(2) to col. 6C r, 16BA(2) to oo1.2C, 16AZ to col. 2C, 16AZ to col. 2B, 16BA to col. 2B, 16BA to col. 4C I, 16AS(2) to col. 4C I, 16AS(2) to 3BI, 16AW(2) to col. 3AL. 3. Decking welds: 60 sheets -7 rejects- all repaired. 1 Building Official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other Report No. : WEC Project No.: Inspector: Data: Permit No.: Proj. Name: Site Address: Erector: 119e Rev 1 9102 -04i Russell Rocks 6/19/91 a ;t��, "i Sffyi 1 . A Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park .... . .. .. .. .... ... ? i:> Tolerancesi %i #r'•`•':i <'iit;r {ii' #iE _ #s'z > <i «z'i:i Erection: AISC TT Other Connections: Bearing Friction Welded Erection Tolerances: Torque Wrench S/N Skidmore S/N X X Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pon Bolting: Bolt Tension Yes Turn• of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proc. Yes Bolt Type: A-307 A -325 A -490 Electrode E7018, E6022 No No No No ES AISCn Other: NA Calib.: NA Calib.: C onformiinre . of ; cork All item inspected are Conforming 1 Non- Conforming to approved plans and specifications. .......... e'as; ark ` too::: ett® 1 2 3 8 welds 28 welds 900 welds All reports are considered confidential and are the property of the Client and Wedge Engineering. Reoroduction in whole or In part without the written permission of WEC Is forbidden. Inspector: Manager; Russell Rocks C. Weave( 4 ,4 " .1"' ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 w G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson ,:;:::.::..:;; •:.::< :<::::.:;:: >:.:::.:,•::•::.::.: �.::•: : ; =f!(fal fleet orls•;;' s::>:» : > :i::::.<:s:::::::�:<; ; ;;: ; : ; . Material: Type A36 A446 Grade B Welder Certification: WABO Other: CMTR Yes CC Yes CMTR Yes CC Yos Weld Procedure Specifioation: Prequalified Erection Drawings Approved?: Yea 14A lower (south end). Bolts: Type A325 Grade II 16AB(2) to col. 16A upper & lower. 3. Decking welds: 60 sheets checked 1 Building official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other No No No No AWS Qualified No Note: All of the above must be approved and accepted prior to the start of erection. 1. FW's brace bay's: 14G upper, 14H upper, 14s upper, 14P upper, 14K lower, 14M lower, 14a' lower (South end), 2. FW's wind wall frame: 16AB (2) to col. 16D, 1 8AB (2) to col. 16G lower, 16AB(1) to col. 16D upper & col. 16B upper, 16AB(2) to col. 18F lower, 16AB(2) to col. 16C lower, 4. Verified torq on bolted connections at 490 ft. lbs. Report No. : WEC Project No.: 9102.04i Inspector: Date: 118e Rev 1 Russell Rocks 6/18/91 Permit No.: .,.'6498..,.. •�' Proj. Name: 'Bolting Caffeteria Site Address: Cafeteria 9 -12 Building/Waterfront Park Erector: : STEEL ER ECTION FTNI Erection: AISC n Other Connections: Bearing Friction Welded X X Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen Bolt Type: A -307 A -325 A-490 Electrode Bolting: Bolt Tension Yos < ? ? >: >: No >s -> Turn- of- Nut Yes < €<z:s No `> None Calib. Wrench Yes X No ':<€ < hard Tension Control Yes ><':`:. No 5< ?> '. bolted Arbitration Proc. Yes X No < "> Erection Tolerances: AISC Torque Wrench S/N 9103 -002 Skidmore S/N 9010-015 X I Other: Calib.: Daily Calib.: 6/15/91 2 3 4 Conforming 16 weld 13 weld 900 weld 2 conn. All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or in part without the written permission of WEC is forbidden. All item inspected are n Non - Conforming to approved plans and specifications. :::Riece'•.`Morrka Inspected"` ii <`'' »> is `t` ' #` .f: Inspector: Manager: Russell Rocks C. Weaver ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 Client: Address P.O. Box 3707 MS /4H-07 Attn: BEC &E Seattle, WA 98124 Karl Olson Material: Type Grade Bolts: Type Grade Welder Certification: WABO Other: Erection Drawings Approved?: Yes i'sY'i`;i` ;'r,:3�{ •.;iii:; ? CMTR Yes X CC Yes Weld Procedure Specification: Prequalified CMTR Yes CC Yes steel 490 ft. lbs. A-36 B A -325 I I X No No No No AWS Qualified No Note: All of the above must be approved and accepted prior to the start of erection. .........:...Rem rka..:'. 1. Inspected decking welds - entire West side of roof from 2 line to 2.5 and from A line to H line. 104 sheets 4 welds reject- all repaired. 2. NCR- on incomplete weld col. 4C L &R. 3. Inspected FW -col. base PL redesign. 4. Verified torq. on bolted connection marked on 1 Building Official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: 113e Rev 1 9102.041 Russell Rocks 6/13/91 • •1:1 6.498• Boeing.Caffeteria Cafeteria 9 -12 Building/Waterfront Park i :file an Erection: AISC Connections: Bearing Friction Welded X X Bolt Diameters: 7/8" IKE Field Welds: Fillet Partial Pon Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proc. Yes X Other Bolt Type: A-307 A -325 A -490 Electrode E7018, E6022 No No No No No d None hard bolted Erection Tolerances: AISC{ Other: Torque Wrench S/N 9103 -002 Calib.: Daily Skidmore S/N 9010.015 Calib.: 6/15/91 n(u.rrti'arrCe. All item inspected are Conforming [] Non - Conforming to approved plans and specifications. 1-NCR this date. <plece`Mar(`e�fn ... 1 1560 welds I 3 4 col 3BL 11 welds col 3BR 11 welds bm to col 2 bolts bm to col 2 bolts All reports are considered confidential and are the property of the Client end Wedge Engineering. Reproduction In whole or In pert without the written permission of WEC is forbidden. Inspector: Russell Rocks Manager: C. Weaver ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 : {JF. :•i. f... y� i7y :•i ?•,,::Si'' %� �:�::i . . . V ..: r: :.:�i:;.: �.r:;ri;;•r:tttt.rr:• ii t• ir :.::; :::. r: �i:; ; t.::: t. rrrri:::: : {::::::• M��i?i Rr�f. 1: 4• is�::{:;' i, ,' �i: �i'::' � 5;• r:: r ?:;•:;t•:: :t % % x; {.5:• "::t {•: Client: BEC &E Report No. : 107n Rev1 WEC Project No.: 9102.04i Address: P.O. Box 3707 MS /4H -07 Inspector: Russell Rocks Seattle, WA 98124 Date: 6/10/91 Permit No.: °'.a" 8 8;' Proj. Name: Boeing Caffeteria 9 -12 Building . ri> s : i y::} {:i:{ ? ? ?�` •::rig ��Y :•...:• ti <':C.tir� tidti'':`>#` � >' >'� >:....:.........}:.....,.. .................. ... . ;i:::N n. ::.:. •:.:,..{.. :;{• :;. .; ::..;..;:.r':.r..:.� :.: >:;.: :.:: ::::. ::. . ....:.,:r ..... ... ?,.:Rd uiretnefit :::<::<::::::. <.:::<: ><: �'- r: •r °::'�:��:�:�::�:� >:� :�:�:: �;:::::: Contrary to the requirement: All 6 piece Code Sec. /Para: 14AB's were cut to fit a 8'-0" distance. (Cut length - Standard Sec. /Para: 7' -9 "). Spec. Sec. /Para: X Drawing E -2 Detail No.: RFI #34 The equirement states in part: Per RFI #34 2 of 6 piece ■ 14AB's should have been cut to make a 8' -6" distance (less T.S. connections). Inspector's Signature: Russell Rocks .. .................: .......::......: r ............................ :.; �.: i' : ;r: ;.rrr :rr••r >r >:t :: .... ... r: .:: :. . ..... ... ...... . <:.�.:,•... i:: ; .....,....; r::::::J:::::::::: '•:: ::::::....: ....... .:• ,,:: .. !....: r:.,•::.� t :. �.:,;rf.o-:•r r ::., . ; : • {: , { . RrA:......... .. .::::• •i;i:•;i:.,:ri:•i; ::: i; i: ; { : {: .;: • 51 Rework to approved plans, specifications, codes, standards, and tolerances. Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: Referred to Engineer of Record for disposition. — F - 1 Submit Approved Submittals Fabricator to refab two new piece 14AB to approx. 8' -5" dimension. Inspector: Russell Rocks Engineer of Record: Date: 6/10/91 Date: . r ?t•: r ?:y,..:.• J: t:::•:;:v:. fit ? ?::::t::.: {n vi: ?ti:r: r:r: ? .r•., : {,.:: } t . ;; :., ; : " •,• ; ., ,,,; '' 3:`:S >: •i: F.. tC. r: 3; �>.:% Y.::: i..:.:.,;,: 4:,:::.::? i.' ?..fi:::..,. : :::,rryi: ?:iiii •:•S?:iii �: %:: rr.tt {:,.::,: i r;::5•: < }: rrrir:l:i a:... ... . ........... • .... .. ...,.....,,,.... ,... R • Intspectra •:: ...,:: ...::. ::: %t•r>r• :.v t::.: :.};:::: •: { >. �: •. .. ':i %: ?�i.i:? �:S�:i' }:•:� is ?:•:<:'.:' :{ {iii •$: {S ?$Ii {4: {t {?< rr .. r {.: ?, . >: ; ; �,ir;>:' <� : - %:::< ?; ............. ..................., .,.. .............. 171 Ro- Inspection Required n Re- Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) Entineer's Dis.osition is Use As Is) .. ... . .. r : ; iri ', .• r im '. q i: } '; J, n rr : } ' {r •ir•� ? �: �r its : :.., r: : . :t ; . ; „ r:•rr : •:: i:: .: :.. ?t:::: :.�.:. {;:.!.. a a Re a k?:::> s:::? e::> s >: ?: >:< ? : : : >::::r ?:: > >:::C a e:: ns f n n : •i ate : >Wc . .,,;:. :.:. :::..: :,... .. .. an rm f I d r ......... : ; :5h i r:;: ii: i:'!i: ?�j; ? :y;:r •i: r:• :fiir .t . ; :: ;:::.{<: �:: ��• � : •:: : :::� :':':: su % s::» a>:%t >:0:.; >:r ... All items have been re- inspected and are As of Date: 6/25/91 X Conforming Non - Conforming this Non - Conformance is considered closed. Inspector: Russell Rocks • to approved plans and specifications. Manager: C. Weaver 1 Bldg. Oif. 1 Engineer All reports are considered con idontial and are the property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction in whole 1 Arch 1 File or in part without the written permission of WEC Is forbidden. w E D G E ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 Client: BEC&E Address P.O. Box 3707 MS/4H-07 Seattle, WA 98124 Attn: Karl Olson Material: Type A-36 Bolts: Welder Certification: WABO Other: Grade B CMTR Yes CC Yes Type A-325 Grade CMTR Yes CC Yes III Weld Procedure Specification: Prague lified Erection Drawings Approved?: Yes Note: All of the above must be approved and accepted prior to the start of erection. X Ell Ell El 0 No No AWS Qualified ...r No • 1. Accept FW's on repair on clips col. 4B (closed NCR). 2. FW's on installation of piece 12P (N&S) 2 each, and 12M (4) 4 welds each. 3. NCR on piece 13T (6) & welds. (repaired & accepted- NCR closed). 4. FW'e on beams 15B (5) to beam 8D. 1 Building Official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC j X I Other 2 3 4 Connections: Bearing Friction Welded Bolt Diameters: 7/8" Field Welds: Fillet X Partial Pen 7777 Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proc. Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N All Item inspected are Conforming Fri Non-Conforming Piece MerkInupected..:: 4 weld 20 weld 14 weld 10 weld 9102-04i 6/11/91 r Electrode E-7018 All reports are considered confidential end are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. 105e Rev 1 Russell Rocks Boeing Caffeteria Cafeteria 9-12 Building/Waterfront Park Bolt Typo: A-307 A-325 A-490 777.77 No No No No No to approved plans and specifications. 1 NCR this date. Inspector: Manager: None hard bolted AISC[l Other: NA Cab.: NA Calib.: Russell Rocks C. Weaver .44 ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 :•::: Si: :::: iY:;:::i: is i::i;Y� •:::v: ?::iLi ?F:i:: ii::ii tY: Y?:i {i:J• {t� •>: {: {::i::i:i +•;:lit;; };; ;: i:i ii;;i : ii •:;: ^ %: }: :.iifr: rr...... r. : isi% i; J? �':' YY'+. Y' tS:•:': 3: {YYY•ri;::;Yii:i;:i:Y } :;: X% Y. ii% iJY: G;••:;: iiii }if,.:4::i:: <i::::ii;:i Ji;::Y i$J: Yi;:•r .r ... .. v:.... :. J • r .n ; • ? : r . . .., r: r t . .. J: .. {• :..:. n4:.vv'f•Ji:.r.v ::. ; .... :.. r.. :. .:. . : ? $ } ;L ^•Li`• }:•JJ } < { J :: �: •JJi:: . J: { ?;;,..5:4 }i: iYY:v ;.:. L.. ii {::. v.::........v.v:: :::: •?:::::: ::.: r: •..... :.. :v.i;• }.;: ?.v : ? ?:.4:::: r.2'; r{+4J:•?:GJ: ?L6Y.4::: ;v:....Y :..:::.: ;:...:•; r. {. .: r. ... .. :...: r...:::.,: {.: .:: r..:::: r.. .. � '� i : : . ::. : :::.:: L.i ? ::• ; : : : :.>:: :•:;:::: •::•: +.r..::• t?.}'•J J:?• J:?• J> � .:.;i;•;';J••;`JJ:•;;:•;:•i J;•: i ... :. :... .: :.4:.�.�::. C C. ..:.. ::. � ::..:.: : . ... . . . ,:....... :::f:,..�::,::. r.v. •.Ji.: . ?.i ::?:::: ::r.r :..: }: r..:: {.::. r.• }.v; .:: ..:: :r.::.v::; r. +•.,•; ::. • Client: BEC &E Report No. : 097n Rev 1 Address: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -04i Seattle, WA 98124 Inspector: Russell Rocks Permit No 1 0,44 4 a ;.84,98 .. Date: 6/4/91 Proj. Name: Boeing Caffeteria 9 -12 Building '. ii• 0::::>. :ii:i'ri::::::ri:i: ; : :: j;: ?:Yr:i ...: ........ .......:.}::<;' v:< t. i:::<>:: : R e'` iitrsrifer #i{ >;<<`s�? >< < >< >:.i ><<;<�� >��" q ::N COrtt m . .... ......... . ..... ... ... .... . art br iri 'Caiti�iticri< ? <<:. <: << :<<< >? g Contrary to the requirement: Insufficient clearance Code Soc. /Para: X Standard AISC Sec. /Para: was provided in some places for these welds to be Spec. Sec. /Para: made. Also additional coping had to be done to _ X Drawing A -15 Detail No.: 2 connecting locations for beams: ie.; all along The equiremont states in part: Joist shall be connected "E" wall @ A) bm 12G to 11A, B) J -18 to bm 10F, to TS on East perim. by 1 /8" fillet both sides. Sufficient C) bm 12F to bm 11m, D) % 12G to bm 11B, E) bm 9A cope /clearance must exist on perimeter steel to install per to 11D. detail on beam to beam connection. Inspector's Signature: Russell Rocks '•:<"+'' Si'. i�<»?>•'>:>::<:;:' S%%% � ': #<:: >: >: #:Y :i i: .> ;: i: {<: : <;::<:i:Y: »:::::;:::i Y.;>;: isY>: z;: iii Y:;;;:;: s:; Y: si> i:{ :: s:?:»• +• z ::: >�::::::r:: ::::.r:: {: ..: .::::.;: L• i: i:<:+::: z: i S i;:::;: i;J: i; ;!:<:;::i ?::i: < ?::Y:zY; >::::> a::::': » >i;:ii•:ii:ii >:::: � <:5::, •::: ..: •...: v:::::: ? ::� •v. ::::•.: ••: ;::.:•i ?YYi :::iY::i::'.... i::i: %.•:'::}:: • r :.:.. r.... •� . �:;;: ':i:::::;....:...... .. . : .. ........ .. :...:.:::::..: :..:: :.: , {•: ?:•: ?:.;:•;J.;: ?::•J: ?• } }: }:• }J:.: {.:< {? {•:.::.Dig � osit on::<Y: is YY:;: Y:}:: < Y« .} J:.;:-:.:... J :•: :: :Y'F.Y: ::::: : } >:• >:•...: : ••... >:::a >:Y:: . :Y X Rework to approved plans, specifications, codes, Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: standards, and tolerances. El Referred to Engineer of Record for disposition, E Submit Approved Submittals Flame cut perimeter angles to facilitate installation, no change In type or manner of connection. Inspector: Russell Rocks Engineer of Record: Date: 6/4/91 Date: ::::i'? .. r.. r...>:< l>'; �<>>:'•• �?'<«>f< E> g>%>;;<: ��` �':> �?><> `''s�'•? € # » ?:i:< <.I:te....lns'' i .:::•L::::t i : ?ti :::Y:;:F.ii } 0 : ; .' i{ : :::.... '::: ii::i { {01:i::Yi `'. aBtTan':?'>'<<;>' ss>' s>< l> �> ss><'•. �<:: ::%:; i> :::::::::?: s::>:< z::' :•::...r....:... i ....r...... Re- Inspection Required n Re- Inspection Not Required (Engineer's disposition is Use As Is) (Re- Inspection always required unless Engineer's Dis•osition is Use As Is) r Y... ?.:.{ ?.. •....:. ii:::•:•: i:iii:Y }:•:ii'.'i its :ti�i;::i: {.:::::�: {:;:};r,J ':r•i:<Y:;: ;: . nr::i. .: f . :. ;; ...: :::...... .. n.., .. .: • ?:::: r� ? { ?r,• }• { {•i } }: ri.:: +,: 9J ♦ •:: fv: r r: 2U.: {•r.{v: JL<• J1 .. {.i:.;:..J:.si >•:;L ?. }:Gonfc. ance•st1; e. nil eater .; ? ?; %s:i {:rr; } >:r........ ......... rm f.R I p k ............. ...... ,<.,,,..,::,. ;r v:: ::; ;r,.r::: ?:. ?i };:'y: i'r::+L +,{ry'+'.;:?•:::::. ............ n .. ........ x.• .:.v... r.: { ?.JrJJ } }':; it {;:jti�: }:;:}',:, v l {:;:�;:i;!:`.;:i:6.`ri:: ?; ?.:J .... ,: {0:::::::::::; in; +:: i;i::; {Ji��: }'•`. ?: ^J:r.': •. �:L ^.: :. i:. r .............. ...:... +.......:.....:....,..,. o •.;•>;;;•:.:: r•:< L•: L•>:.>: �}:.; iJ:.;:.:< �} J :<. } }:< +. >J >:: }:<<•::•J:.J..... .......................Cl aura::.. .:<..................... ,............._.....:.. All items have been re- inspected and are As of Date: 6/4/91 X Conforming Non - Conforming this Non - Conformance is considered closed. Inspector: Russell Rocks to approved plans and specifications. Manager: C. Weaver L ��/ (� 1 Bldg. Olf. 1 Engineer All repents ara conalderad con idential end ere the property 1 Owner 1 Contractor of the Client end Wedge Engineering, Reproduction in whole 1 Arch 1 File or in put without the written permission of WEC Is forbidden, ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 ,JUN :..,AN•. .: a ks:)n ea d >;. > ::...:...:....., J-1 (2) 4 J -2 to col. 3A J-2 to col 1P(I) J•4 (2) J -8 to col. 10K J -2 to col 3A(l) J•10 (1) J -2 to col 2A J -2 to bm 10F J -11 (1) J -8 to bm 10K J -4 to Bm 11G J•3 (1) J -2 to col 2A J -2 to col 7D J -2 (1) J•8 to bm 10K J•4 to bm 12B J -8 (1) J -2 to col 1P(r) J -9 (2) J -8 to bm 8C w A307 A325 A B j aa'; an Sodium ::: % :' A li}:: it ' %i:� %::: %:$'�i�r�.. %:•:: %'�:i ii:iF {�:�:: %:i;:;: :`:•`':ISTEE( .ERFClj N''REP0RT Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson Material: Type Grade Bolts: Type Grade Welder Certification: WABO Other: Weld Procedure Specification: Prequalified Q Qualified n Erection Drawings Approved ?: Note: All of the above must be approved and accepted prior to the start of erection. Seattle, WA 98124 CMTR Yes CC Yes CMTR Yes CC Yes A36 A572 Yes © N '''CoetTnds::• AWS No No No No 1. Set beam's: 11K, 10G, 9G, 12A, 1113, 1 1 A, 12G (2), 9F, 9C, 8A (2), 10K, 11D, 9A, 12D, 10C, 12K, 11H. 2. Set column's; 5D, 7H, 68, 2D, OA, 7C, 7F, 7C, 2C, 6C, 2B, 4A, 3A(r), 1G, 1H, 7K. 3. Inspected feb welds on joists. 4. Inspected field welds on joists to column & beam. 5. Began Installation of loatcross braces, 6. Began laying roof decking. 1 Building Official 1 Owner 1 Architect 1 Engineer 1 Contactor 1 Other Report No. : WEC Project No.: Inspector: Date: Connections: Bearing Friction Welded Bolt Diameters: 7/8 Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N Conforming Arbitration Proc. Yes All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 X X X O93e Rev 1 9102.04i Russell Rocks 6/4/91 Permit No.: WA1498 >'.. Proj. Name: Boeing Caffeteria Site Address: Cafeteria 9 -12 Building/Waterfront Park Erector: NW Steel Erectors Erection: AISC n Other Field Welds: Fillet Partial Pen Complete Pon Bolt Type: A -307 A -325 A -490 Electrode E7024 3/8 No No No No Avg@ 490 Ft. lbs No ?;i?;<Confornisnce;:sat:;? SNo'r.l All item inspected are X X AISC )17 Other : . � ..12110 Calib.: Daily 9010 -015 Calib.: 6/15/91 Non - Conforming to approved plans and specifications. Sea: NCR (O97n) dated 6/4/91 n Inspector: Russell Rooi Manager: C. Weever JUN JUN ' `"'.. � 8 ^n| ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872-9451 FAX (208) 872-9454 nr Client: BEC&E Report No. : 078n Rev 1 WEC Projec No.: e102-04| Address: P.O. Box 37o7Mo/4H-07 Inspector: Russell Rocks Seattle, WA e8124 Date: May 28, 1991 Rev 1 6/26/91 Attn: Karl Olson Proj. Name: Boeing Caffoteria 9-12 Building Contrary to the requirement: 4 Welds on 3 joists $J| Sec./Para; 4.5o (J'o.1weld; J'5.1 weld; J'o.2 welds) were visually _ X _ ovde Standard Sec./Para: found to exhibit a lack of fusion. _____ Spec. Sec./Para: Drawing Detail No.: The equirement states in part: "Thorough fusion ' shall exist metal o�bo�woun weld and b000mo�fv,thv required design length of the weld." Inspector's Signature; Russell Rocks �� `�., .°,"`,.°.,~,~.~.~~~`,~=~.,~..,... .~^`'`,..`~",`~~~"".~`^`~~,°`~`°,~""~"^"~~."~ | F � | Rework to approved plans, specificati ono, codes, -- Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: etonua,un, and tolerances. Referred to Engineer of Record for disposition, Submit Approved Submittals Erector to 'rind areas of lock of fusion. Ground area to be visually Inspected for sound metal and reweld if ______ required. ----~-� JUL 0 1 1991 c//r Inspector: Russell Rocks OF)UKVV/ EnNnoo,vfnovv�: P/ �'+ Date: 8/26/91 Date: --~~ -� ' nwwo *n X Hw'|nvpvvt|vnnwqu|md | -- | Re-Inspection Not Required (Re-Inspection always required unless (Engineer's disposition is Use As Is) Engineer's Disposition is Use As Is) All items have been re-inspected and are As of Date: 6/26/e1 Conforming Non-Conforming this Non-Conformance is considered closed. Inspector: Russell Rocks ii:;:i. to approved plans and specifications, Manager; C. Weaver /7/t/~~ ` Bldg. Off. 1 Engineer All reports are consid.r.d con dm11.1 end are the property 1 Owner 1 Contractor of the Clisni and Wedge Engineering. Reproduction In whole 1 Arch 1 File or In part without the written permission of WEC le forbidden. JUN ' `"'.. � 8 ^n| ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872-9451 FAX (208) 872-9454 nr ZZ Client: BEC &E Ad P.O. Box 3707 MS /4H -07 Weather: Fair Air Temp.: 60 F Areas Inspected: Continuous Footings Spread Footings Slab on Grade Seattle, WA 98124 Karl Olsen Approved Plans on Site?: Specific Location: Grid Line Describe: East side saib on grade & new 72" MH. Sample Number Location Grid Grid NE Corner Center East side SE Corner 72" MH X Location �• >'Ccm ton 'I' Elev. Density (pcf) 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Remit Auger Cast Piles Driven Piles Other ..127.7 ..125.6 ..128.2 ..131.3 Yes Elev. M/C ( %) No El ft. Nuclear Densometer Soil Type Comp. ( %) ..98 ..97 ..98 ..100 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: • .. 6498 Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Colib.: ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 ....... ............................... ..........:............. Cone Penetrometer All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC is forbidden. 9102 -041 110s Jeff Rabe 6/12/91 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park Tests Required nianee:'o Inspector: Manager: 130 pcf ..95 Type: S /N: Calib.: Depth All items inspected are Conforming Non - Conforming to approved plans and specifications. Depth Accept/ Reject EN Jeff Rabe C. Weaver 5/28/91 Age Days 119000 F.. ecifications. tnf • Ste�ir >::�a:a<: > >: >:<• � ...........!... y.: Sii:•.:::?i+:!i:ti +i •i ::i �: • ^i %v:P�, i:: •. }tii +.: ; ;r, ; ..i:i: i4{ Y� :;: • , i:;: i:: i! �i ': ?iFt:•:::i :•:;.`' }: ?(i;:i:::i '::'�:!ii':'fi:•'SJ::;::: i• Ca •ress e:.tre •t :.. ,,:>.•. � :....:::::: :::::..::::f:...:.:...•.:.::!•. m v S n G E Client: BEC &E ess Attn: Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Yes Req. Str. Quan. PI.: Sample Size: 6'X No. of Samples Cast: Ticket //311649 2 yards Weather: Fair Cyl. No. 0538 053C O53D 11511 f : 1 Bldg. off. 1 Owner I Arch. P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Plans on Site?: No Ell Date Tested 6/18/91 6/18/91 12" 1 Englnear 1 Contractor I Other ar ins., Pbtfbrhted...... ........ ............................... Specific Location: Grid: Light standard footing eili`'Qf 3000 psi at 2 CY 4 eiriArks« 28 Elev.: Hold Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other 28 days. Cylinders Cubes Air Temp. 600 Total Load (lbs.) 175000 167000 ft. Report No. : WEC Project No.: Inspector: Date: Pro). Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand G ravel Cover Grade Spec.: Grade Used: r. Compressive Strength (pai) 6190 5910 to a At reporte are considered confidential end are the property of the Client end Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. 4210 053c 9102 -041 Jeff Rabe 5/21/91 B oeing - 113FiTqlrlifreTgia East Marginal Way West of 9.08 bldg. 6498 3" 62 F 5 1/2 sack 7/8 " 517 1440 1950 All items inspected are Conforming Non - Conforming roved .lens and s Sheer Shear napector: Manager: • Percent Air: na o,6 Supplier: Stoneway Mix Design Not: 5500 City Approved Mix ?: Y Water Admixtures Other lel Comments Jeff Rabe C. Wes 250 max. Spacing Sizes Used: Manufacturer: na 3,4,5 04; Or • 1 Shear /Cone NOWNSIMOMOMMEMM iiidiSMAUSENt RETAKE OF PREVIOUS DOCUMENT Client: Weather: a .g :.,..:::.::.:.::.:. .:.,:.:::,.::..:,:::..:.;:,..In p a1 n ... to ............ . ... ........... Areas lnspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Lino Describe: East side salb on grade & new 72" MH. Sample Number NE Center SE 72" Grid Grid Elev. Location Corner East side Corner MH BEC &E P.O. Box 3707 MS /4H•07 Seattle, WA 98124 Fair T Ott 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Location Air Temp.: 60 F Auger Cast Piles Driven Piles Other Elev. ..127.7 ..125.6 ..128.2 ..131.3 Yes No ............... ............................... . a c n m Nuclear Densorneter Density (pcf) M/C ( %) Comp. ( %) ft. Soil Type ..98 ..97 ..98 ..100 WEC Project No.: Report No. : Inspector: Date: Proj Name: Pr . . Address: Permit No.: . ;6498 Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Calib.: .............. 110s Cone Penetrometer ance''o All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kont, WA 98032 (206) 872.9451 FAX (206) 872.9454 9102 -04i Jeff Rabe 6/12/91 Boein g Cafeteria Cafeteria 9.12 building/ Waterfront Park g ti pm . •en Tests Required ........ ............................... . Inspector: Manager: 130 pcf ..95 % Type: S /N: Calib.: iiV , 5 ' All items Inspected are Conforming Non - Conforming to approved plans and specifications, Depth .................. Depth Accept/ Reject Jeff Rabe C. Weaver Client: Address Attn: Karl Olson ......, ............................... : <; i r ti s' •'�' c t i t> its > A 8 r f ri r r ri a d< >? <;' < >; >> �: <:> < <s> Materials Inspected: Concrete Resteel Masonry Grout Other Approved Yes BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Plans on Site ?: No Specific Location: Grid: Light standard footing Cyl. No. Date Tested 053C 6/18/91 053A 5/28/91 053B 6/18/91 1 Bldg. 011. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Elev.: Qt4�AU1tY "'A$��t ..... ft. Req. Str. Quan. PI.: Sample Size: 6 "X 12" No. of Samples Cast: 3000 psi at 2 CY 4 Ell 28 days. Cylinders Cubes Ticket #311549 2 yards Weather: Fair Air Temp. 60 om r ssv p Report No. : WEC Project No.: Inspector: Date: ProJ. Name: Site Address: Permit No.: Age Days Total Load (lbs.) Compressive Strength (psi) 28 167000 5910 119000 4210 28 175000 6190 053c 9102 -041 Jeff Rabe 5/21/91 Boeing Caffeteria East Marginal Way West of 9 -08 bldg. 6498 Slump (inches): 3 " Concrete Temp.: 62 F Cement Content: 5 1/2 sack Max. Size Agg.: 7/8 Batch Weights: Cement 517 Sand 1440 Gravel 1950 Percent Air: na Supplier: Stoneway Mix Design Not: 5500 City Approved Mix ?: Y Water Admixtures Other 250 max. 0 Cover Grade Spec.: Grade Used: Ell Spacing Sizes Used: Manufacturer: na 3,4,5 All items Inspected are Conforming Non - Conforming to a roved lens and a ecifications. o Stren '`` q .. All reports are considered confidential and are the property of the Client end Wedge Engineering. Reproduction In whole or In pert without the written permission of WEC Is forbidden. 053D Comments Shear /Cone Shear Shear Hold Inspector: Manager: Jell Rabe C. Weever ENGINEERING 20420 Roth Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 • Y • . "•• ...............i /f :;. 1�?::: : {i'rS ?F:<•'::l:ij::i iii: ?iii {:: E D !+ V E Client: BEC &E Add At Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Yes Ell Specific Location: Grid: See below Sampled at 30 yards Ticket #314066 Cyl. No. 112A 1 Bldg. Off. 1 Owner 1 Arch. P.O. Box 3707 MS /4H -07 Seattle, WA 98124 {•i >:<;, :::{•::;•Y` IttdpbQllon :iRb.f.ty ftt ........... Plans on Site ?: No Req. Str. Quan. PI.: Sample Size: 6 " X 12" No. of Samples Cast: _ Weather: Partly Cloudy 1 Engineer 1 Contractor 1 Other 3000 psi at 56 CY 4 Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other mash Elev.: na Slab on grade floor from approx. line 2 to West wall. 28 days. Cylinders Cubes ft. Air Temp, 57 Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: Compressive Strength (psi) All reports are considered confidential and are the property of the Client end Wedge Engineering. Reproduction In whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872.9454 Q 112c 9102.041 Jeff Robe 6/13/91 Boeing Caffetoria East Marginal Way West of 9 -08 . bld E R Y R 6498 :i`•GbflC }0'ii:< iii'' .`•,`E` ^;<: >::::::;::<;:<:z:::i �::::s »:<:: >g::< < >: r�: 37/8 " 60 F 5 1/2 sack 68 " 517 1440 1950 WWF na o ,. Inspector: _ Manager: Percent Air: na % Supplier: Stone way Mix Design No.: 5500 City Approved Mix?: Y Water Admixtures Other Spacing Sizes Used: Manufacturer: J X Comments 250 max. na na ItriliSrCtti�` Steel ':'•::::::::::. ::::.:.:.::. :. :•:,.:•.;:.: 6x6, 2x4 na 112E 112C 112D Date Tasted 6/20/91 Age Days 7 28 28 Hold Total Load (lbs.) :...........: 133; #fir: : ; +.r: ?''•::'f2C...:.. +.... Y.... ........... .............:...............:: :::dun rm nae..af..: >. >..:YY:.. >:: All Items Inspected are Conforming Non - Conforming to a roved lens and s.ecifications. : :..:.::.: i:< . ii •:: Y 11111 :..;:::YYY: { {•: >::::::.;::�:.:i iYY:i::•::::. .........:.:..........: ............................... � <;.>:;; .'.i:.Yi: {.iYY >;iY;.YiiiY ..:... .... .:......:.::.......{...:.:i:::: •:• { {:.: <;:•:.:5 s:<•..i tai:: ria. Jeff Raba C. Weaver (y�N/ Cli A Attn: BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Material: Type Grade Bolts: Type Grade Welder Certification: WABO Other: CMTR Yes X CC Yes CMTR Yes CC Yes 14A lower (south end). Weld Procedure Specification: Prequalified Erection Drawings Approved?: Yes 1 FW's brace be 's: 14G u A36 A446 B A325 I I 3. Decking welds: 60 sheets checked 4. Verified torq on bolted connections. 1 Building Official 1 Owner 1 Architect 1 Engineer 1 Contractor 1 Other AWS er, 14H u 0 Qualified o No No No Note: All of the above must be approved and accepted prior to the start of erection. er, • 14P upper, 14K lower, 14M lower, 14a' lower (South end), 14s u • er, 2. FW's wind wall frame: 16AB (2) to col. 16D, 16AB (2) to col. 16G lower, 16AB(1) to col. 16D upper & col. 16B upper, 18AB(2) to col. 16FF lower, 16AB(2) to col. 16C lower, 16AB(2) to col. 16A upper & lower. 5:1 EEL: ER C ON EP:O 1'< Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Turn- of- Nut Calib. Wrench Tension Control Arbitration Proc. Erection Tolerances: Torque Wrench S/N Skidmore S/N 3 900 weld 4 2 conn. X 118e 9102 -04i 6/18/91 LI Electrode Conldrrran re:`? <'af<' All reports are considered confidential and are the property of Me Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. Russell Rocks ..6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Other Bolt Type: A -307 A -325 A -490 Yes < »><:.<; No Yes No Yes X No Yes ><:`% No Yost X I No l``<` >? AISC X All item inspected are Conforming n Non - Conforming to approved plans and specifications. E'E'EE`:::: %;;•:':::::::';:i; EE E+ =% E" i; %::;si:: >Pled 4;.MaMkv'Inup'e'ci cf `• >' 16 weld 2 13 weld Inspector: Manager: None hard bolted Other: Calib.: Calib.: Russell Rocks / C. Weaver �/w ENGINEERING 20420 84th Ave, S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 II r ;) ' Client: BEC &E Project Location: P.O. Box 3707 MS /4H -07 Permit No.: NA NA : > :: r >: >::: ::.:;:::.::..' >;::� ��bllf I Q,UAf:.l1'Y C....:. tR..::::H ...::.:::• :::: settle, WA 98124 to obtain this material from BECE until 6/27/91. All items Inspected are Conforming: Non - Conforming: to approved plans and specifications. Report No. : WEC Project No.: Inspector: Date: Proj. Name: ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872.9454 132q 9102 -04i Russell Rocks 6/26/91 All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or in part without the written permission of WEC Is forbidden. Cafeteria 9 -12 building/Waterfront Park CQC Representative: Russell Rooks Manager: C. Weaver �f ::>:<:;::;;::;::::::;: z::::: �::: i::::!: isi::::::::::: s>::»<•:>::::» 5:;;:;.::;:;:::;:;; r:::::: ;::i:: <::;::;::;: >:::«: ::t:.Qtt Ilt Con Of . I n$ B Cfi Oh .. n I ...:... .............:....:............ 1. Reviewed contract documents: Section 07535 on roofing. Also WEC inspection & test register, attempted to obtain manufacturers submittal's on roofing system to facilato production of specific inspection requirements (format of report). Was unable ::.:..:...>:;.? •as:::<;:<::<:;<::,::•::•::;:•: ::..:;:.:::,:.::,.::; ::::.:, :•:. �:::::: :Quotlt'1:: >Ciiritrol >'cT ©s'tiri eoul ta?: s:>::::':< s::;' z:::::<::::<:::::>::: s: zs># i::>::#::::::!>;;< sc::::,::::,;:;;:.:; �::<:>> `a;;:`«::::: >:::: ><: >; >: >: »..,. «:diUAl`i Y< A$$UftAVC Client: Address Attn: .. ..........................,.... nape ribs .. rfor Materiels Inspected: Concrete Resteol Masonry Grout Other Approved Plans on Site ?: Cyl. No. 1 Bldg. Off. 1 Owner 1 Arch. BEC &E Specific Location: Grid: On line @ A line P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Yes © No ampla'Sze Ell Ell .... ..:: ..,.... itemerlis ,...,... Monitor placement of remaining plinth at above location, 1:50 PM. Cylinders taken from 1st load, same mix design. n. g Remainder of load used on benches. Weather: Cloudy Date Tested 1 Engineer 1 Contractor 1 Other Age Days Areas Inspected: Footings Slab on Grade Slob on Deck Columns Beams Wells Auger Cast Piles Other Plinths Elev.: 111.7 ft. Air Temp. 67 >:Co ress m Total Load (lbs.) Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: Compressive Strength ( si) All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872 -9454 Ell 127c 9102 -04i 6/24/91 Joe Kjeldgaard Boeing Caffeteria East Marginal Way West of 9 -08 bldg. 6498 3" 71 F 5.5 sack 7/8 517 1250 1950 ro n rm Here .a Inspector: Manager: Percent Air: na Supplier: Stoneway Mix Design No.: 5501 City Approved Mix ?: Y Water Admixtures Other :: >Fieirito�cin Sl eAl�>: s::>::<: z`•:::>> z'•>:>:>::;. : >::::::r:<':'::: >s;:<:' >::< %:; Spacing 240 AEA .75 no 60 Sizes Used: #4 60 Manufacturer: no All items inspected are Conforming Non - Conforming to a. roved •Ions and s ............................... ecifications. ok iiY' F. ii;`•:::: �:: :•:::•:ry ? :+•::: }i:::•:iyii;i {:; ryyQ;: is :iiii::i:::4i; >.{•:{.ii {:}: j;: y: y; iii:jiij;; }y;: ^::iti•`i::j+:•i:v :S�ii:F: i:: ?::::•i:R:;:3 +;: }} Comments Joe KIeldgaard C. Weaver :: is4iiiiiiiiiii :Ci }Ji } ? "�i:: + ii i ' iij } : ii ^ii'v ^';h:;�i :.:.v; •:::..:.h:: }i �: ••:: }i::};:;riFi'Lri }}'!.r {..:. } ? {: Y:. f..•:}; h}}'{?•}} : {t {:.yih• } }::h } } } }: } , };:: .�!r..r.::: ::. � ^:::i f }:• } :'• .; } } }:t;i:;i:4 } }: } },y �:: } ;.i i } ::• } %. :i •�'.. : /•f::r,.. :: }'r:.. ...h r' h•. y,: .hi:hi:.ii:• } }:•Y {{.;.;! {• } } }:: F i L•{ . f..... :..... !•. :. . .. :. .. ... . .; :•.{.':?.. x:{:;:}:• i..:{,.,.,};: h;...::::.•:..:;.,. ri'•ii ^•.:}:•r.• :r.::.rny.�:::: :v:. ry:.•r::..l::::: ::: . ::• .......:. /..... f.C..l........:.} l........ v: .: .rl::v: ..; r:r:h: :•:.v:: ^•.: : }::::: v : ;•. � : { .: '� ::: !. h:• } } } }: }:• }:::: .x..:., ;•{ .... n•.� .. :rr,.:l,..rr:: �.::.:.,:.•::.:..,:: lr..:r: dt 1. �Y .. d,# iAf. r .�! �iN?f�bl. ...F� l�p. d }� �... ... ....: �. i:.}:>:}:::,. }.: > }.: :: �Li: >;:? .......:n...:..r........... ..:.... f, r.. ..: / .rv....: }..r ..:.:... : ::. h }h: { Lw::::.: .. l. ... .. : ..... .:.:::: :•::.� :.� :::.: : h.. fh:•}'! Y? Y.}: h:{!/ f.:•:. t; LLLh:: .........:..........,.......... r..... Client: BEC &E Report No. : 130q / project act Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -04i Seattle, WA 98124 Inspector: Russell rocks Permit No.: •_,.�.�,,.,:..._i.: _ fi r. .,I4::':. Date: 6/26/91 Date: Proj. Name: Cafeteria 9.1 2 building/Waterfront Park : }'.;i. }it:i:: }i' }:: } } } ii} iii::}:.:; :::: : : ::: : : :: : i s }i :: . :r. ::i:i: ?::Viii ^•.:: }r::i:; •.. F ii:: } .::: ::t� ?'.. };'i:ii :?: :i : :;:;i:::':,{ i :' ; >:: : :'i;? :r i } 'Y: :! hia:ii ii { { { {. > i:: :auaUt ::;<. Ciiilirbl <:Iridi�titi .ttna':did:::. <.R su �: 1. Reviewed all project documnets related to structural erection for correctness and closure. 2. Contacted KPFF Enfineers: (Mr. John Rile - Structural Enfineer). He was not in toda , s•oke to Mr. Dave leen in retard to 3 NCR's (116N, 123N, 129n) all of which had been reffered to the engineer of record for disposition. Mr Isen said he would pass the information on the Mr. Riley. 3. Pulled reports 105e, 093e, 113e, 118e, 119e, and NCR 097n for corrections. 4. Pulled NCR's 078n (revision & closure) and NCR 107n (closure) both closed this date. , 5. Structural work is com•leted -onl the closure of the NCR's in #2 above are dela inf final acce•tance. ......... .....:...... .... .:::: ;,.:: rl:: :......:....... !:. ..: l: ..... .:: h nl?:• h{ r,: :;:h } }Y}:.;:i::!:i. •.: .;. .. : ........:.......:.... r. ..r nx.... }. r. ,r, r... {.. ........r .....t ........; +.:.: ::., •: � .... :.: ... ... f. , : }•. t..:. } •:. ; v'•y' ..; :ri?•.:::. }:F.fi }:'�r Lr,: ^: {• }i: } }} .... .....�......,..v ..... .: ..: •.: ..... r ................ f, ....... ........ :. • . :• a :yi {• : •.: ....... r.:: •: • } }.!..:.::{: . r. r....l.. .: r r: L<? �........ r.: Lr! ...............:.... , { ...r......dtxalit • .Controi eults.....:..:{.::.;!::..< : . }:. >:.:, } :............ ...:.. ..:..:. < :, > i: ;> :. NA : y ::::: }:•}::.} ii :! {•:;i•:{: h }�:•:: : ; s's: s :: };:;::i::ii'::;::::i:: h{"s:::::: ...... L.......... ..t ......................i.... r....r ..... r.. ......... ...... ; •...... : ...:... : .n r . :: • :: ... r.., . }' { . y • }}:. }: } ::.:•............ r .. : . :.:.:::•:::.:::,.:{:.•,<.::..•::1.,:•.: L::..:,::{:..:...: .:. ... r..... Rark........::: } ,::.,::.,.:. r::..: ...................... r::.:..:::,..:1::.:::. .: : , •::,.:: }: {.:,::�.,;. {.:: . • NA All items inspected are CQC Representative: Russell Rocks Conforming `'' '. Non-Conforming El Manager: C. Weaver /f� /✓ to approved plans and specifications. ._ All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 NN ^ 0 Intel <;NN ' =cci.N .a'MAiVC";', :tg" `. >' >' > <? '' - >s > , i' :. . Client: BEC &E Report No. : 123n Rev 1 Address: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -04i Seattle, WA 98124 Inspector: Russell Rocks Permit No 4498 4 Date: 6/10/91 Proj. Name: Boeing a etena - ul ing : .. I � :: a::::>•::.;: z}. :, >:.:;• } }:; }:L• } } }:.::.;<•: .. . ... 6;:. :: �< 1• o fii' ofi: :: > ?`•: >: >� >3<;s« >< : ::: > > ::.; ' ": ":;: >�:::�':::::.N ri ..0 n >E< : : X Code AISC Sec. /Para: Contrary to the requirement: Base plate Standard Sec. /Para: connection. Col. 2D (two bolt connection) South Spec. Seo. /Para: nut has 1 /3 thread engagement, North bolt is Drawing Detail No.: full thread. Top of col. is welded to beam 15C. The equirement states in part: On bolted connections; full thread engagement shall be achieved on all structural bolted connected. la; all threads of the nut shell be engaged with all threads of the bolt. Inspector's Signature: Russell Rocks ;isi :S3;: ii : ; :t i:: -: " :' iss - sie .,:, ::'''' > » »s » sE ;: >: ::: , } :;s} iii i iOri . , `iiDi OBItiOfl: s;:%: i:::':•:;:;: i %;:s:' ? ?':y:`:izp <i:';:E; , ;i '::?;:::iii::::•..':::. '. #? .'::>:< tr ::iEs <E ?,:,....., . El Rework to approved plans, specifications, codes, standards, and tolerances. 51 Referred to Engineer of Record for disposition. Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: Provide plug weld of nut to bolt. X I I Submit Approved Submittals Inspector: Russell Rocks Engineer of Record: John H. Riley Date: 6/17/91 Date: 6/27/91 } }•. };;}.'L {. . :1: ::! 1! : . .'"•. -, � •, ; ir: �:•'•: ;2•'•: ' A L�ns; � ..: f th :•;: a:•:>::;<;:;;}::::>::>:<><:::»: : :::<:::>::: i>.::: el•:••:. gi }:.:<;: }:.:L<• >::<•:::::• X Re-Inspection Required n Re- Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) Engineer's Disposition is Use As Is) ......: �: r :.:2::: i::!L:'�:L: }'::!'JV:: !': vF.v: •::v: n.:.:Li: . yi.;....:: 'v:' :.v: !•: v: }::. }'LL . r... r....., ..:. }:..:..... � . NL .. .. r......... }.: ..:.. . ,...... }....nn, :•:::l..r, .r ............ .. r.. ,,,,np.., , : r ,.......y . n....,.. .,..,r::::: ::::}},..:}: }} <}:• }: :t. r x......... r... ... } }:• } }}'r:: }:, }: ::i •. }' }•L::. }•::. }'. }};::.}.. .•,::.•. t• i;,.,<..: ..,.:.:..,:..Conformance�nt:�e -Ina eotr�d.: Wo rk<;::.:. :,..... :..� >:,:,,,:r ..:....:.:. :::. }} • }:': isux; } % :......v: :..•: }i "v }' �'�`: i}i };1,. }:' {:i:.::':: :..: •::::: u::::::: n }:Li L :� iL, }L} ': }";.� ••.: :}::.if,.::.:UC}} }}:,..,. .... /. '.ti r} }�.}tiirr} .::.:::: ::::::::• :.::::: i :{• };• }:. }:4i:2•: }}:4;• }:L.!;•} �:::: }:;:::::;::5i8 >:j;:':? <::{;: } }ir•: L� } }::: ....... .... .. .....z2:.:.:�::: }:r.0loaur ` All items have been re- inspected and are As of Date: 6/27/91 X Conforming Non - Conforming this Non-Conformance is considered closed. Inspector: Russell Rocks to approved plans and specifications. Manager: C. Weaver 1 Bldg. Off. 1 Engineer All reports are considered confidential and are the property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction in whole 1 Arch 1 File or in part without the written permission of WEC is forbidden. w E ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 8729454 Client: BEC &E Project Location: P.O. Box 3707 MS /4H•07 Seattle, WA 98124 Permit No.: and disposition these non - conformances. 2. Received fax from Mr. Riley (attached) closed NCR's. NA All items inspected are Conforming © Non•Conforming to approved plans and specifications. RO.L: RE POR Tr ; 1 d A Ct7fJTR0 P. R .: . tiY Report No. : WEC Project No.: Inspector: Date: Proj. Name: ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 134q, Structural Steel 9102 -041 Russell rocks 6/27/91 All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or in part without the written permission of WEC is forbidden. 1. Contacted Mr. John Riley (KPFF Engineers), discussed resolution of remaining NCR's (3). Mr. Riley stated he would 0000• table •er the UBC and other a..licable codes /standards. The structure Is released for further construction activities. Cafeteria 9 -12 building/Waterfront Park 1 Based on engineers disposition on NCR's 116n, 123n, and 129n; and past field inspections, the structural steel erection is a CQC Representative: Russell Rocks Manager: C. Weaver f! visiY.: i:•;+::: C v; is�::{:. }:::: :,:::?is:: }'i:'•r:�::: {';:: %•;:::' jiYi ?`F:ii } ii+i::S$ " %: :::iT:i�i:;} ` ?:�::: ?:i::::•: :;�:i:�:::7:: { r::; 7:: }::: :i:;$ ?':: : >:'iri' 2i�F7:ri rr: . :.. NcSfV =R R A .. R ........ . : : :: rv: n:•.v: vrc::.v: r: p. 0 7 <::::: s �::?.:...}. . }} 7: ;.}} i•}: . 7�.}} 7:. r.} �}:;;}; :.:; } }:• } };;::.:::i »::•::: Client: BEC &E Report No.: 116n Roy 1 WEC Project No.: 9102 -041 Address: P.O. Box 3707 MS /4H -07 Inspector: Russell Rocks Seattle, WA 98124 Date: 6/13/91 Permit No ;;N4498' Proj. Name: Boeing Caffeterie 9 -12 Building :. r.....:.:M::::. :,.}}:....... Requirnmant .............................. .......................... ................ ....... ng Cortd tiott....... ... Contrary to the requirement: As the redesign of Code Sec. /Para: the column base plates required welding "in place" Standard Sec. /Para: welds at point A & B cannot be done on the outside Spec. Sec. /Paro: face due to interference with concrete wall on column X Drawing S -6 Detail No.: 2 4C L & R - A 1/4" fillet has been put in on the inside The equirement states in part: As shown -welds A & B should be made: table to PL. Inspector's Signature: Russell Rocks .... >Dfs` :isfi { ?•,•.:'; : :'`i %` iti: 'ii;':::': #: F isi <i :'`` i •rti;:::r r% : .i` : { fy'% 7 Rework to approved plans, specifications, codes, standards, and tolerances. Fa Referred to Engineer of Record for disposition. X Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: Submit Approved Submittals Inspector: Russell Rocks Engineer of Record: John Riley Date: 6/13/91 Date: 6/25/91 ; :. }':• �•.;.}:?.:.<? :,; } •:<,. } :. } }:.7:7:i.::i •.• ; i::•: ::::�; >: <« > <::":'•!' M r': .. r., ? : ; ' } :•:.•.;•• ; }7•.:•:.i.:... • is77:• r,;:: 7}::;:: i• 7• i;; i; i•};• 7;;•>•: o::.} :.:.::: >:; ?ii• }• }::., . ir.>•? s• ::::..: r:..,..>.;•: 7:•;} �< i::::.>;:• 7:.;.:.};:; 7:• };:.: }:• >} > i } }7::;:•.�:• }7.. .Fi }I n i«?..: > } }:;..<r.r; > }::�.i;:<i.:i<:;: r .:i on.... •:.. �<;:?:,<?;.: ;r.�� }',::;�:i•;7::.:;: ?.77:: :..:.. .... :}::>::; E: iR: :; s>: �> s>: z:; �•.': :::::: }:<•':a< >z:: > :s ?:: >: : Re-Inspection Required n Re- Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) Engineer's Disposition Is Use As Is) j ii .....: :: ..... •: is }: i..•:: ': : :., ... ; ....... ? :: ::fir}::::::.. ::..,;. r.,:: i;.::;?}..,. ..,.:..:Coriformance::af %Re�lns ected: Work::><•;:•:;.<: • >:.:..: ?i:.i ?::: ..,::. ;. >: ::, �:::: j:;:: v��' :�:::::,: {::::::;'i:::fii:::•iF : ':: 't:C:: %.';':; +. ^: } ":•.y: f ^..; .}•�'.:•f;• }r.... .: ...�.ii: .»::<: a: 7,.:, i.:?:::.;: �: i?;}:;::..,?;:::: i::. 7}.,. i �losura:. �:::.:::.:..:.:::: 1:};::•; 7;..•:r :• >; :..:....................... All items have been re- inspected and are As of Date: 6/27/91 X Conforming Non - Conforming this Non - Conformance is considered closed, Inspector: Russell Rocks ,...'.- to approved plans and specifications. Manager: C. Weaver 1 Bldg. OIf. 1 Engineer All nporla ee cmnidered con Wendel end era the property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction in whole 1 Arch 1 file or in pat without the wrlttm perm(eolon of WEC b forbidden, ENGINEERING 20858 84th Ave. S., Kent, WA 98032 (208) 872.9451 FAX (208) 872.9454 atlna >a'n' an A -38, A -500, A -448 B, B, II Client: BEC &E Address P.O. Box 3707 MS /4H -07 Material: Type Grade Bolts: Type Grade Welder Certification: WABO Other: 16A to col. 3A-r. to col. 4A. Seattle, WA 98124 Attn: Karl Olson Weld Procedure Specification: CMTR Yes X No El CC Yes NW No CMTR Yes CC Yes Erection Drawings Approved?: Prequalified © Qualified Note: All of the above must be approved and accepted prior to the start of erection. 1. Mech. shield wall (South end) -18 connections from col. 2. Parapit frame (South end) -9 connections from col. 6A 3. Structure weld beam 15A/15C to col. 6A. 4. Decking welds - pick -up work. 5. NCR on col. 4A (change connection). 6. Verified double button punch on deck sheets. 1 Building Official 1 Owner 1 Architect 1 Engineer 1 Contractor 1 Other No 1.3 No AWS 1'''i % "' ?I Yes Q No 2 3 4 Report No. : 124e WEC Project No.: 9102 -04i Inspector: Date: 6/21/91 ki Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Other Connections: Bearing Friction Welded Bolt Diameters: Field Welds: Fillet Partial Pen Complete Pon Bolting: Bolt Tension Turn- of- Nut Calib. Wrench Tension Control Arbitration Proc. Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC le forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 Russell Rocks Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Bolt Type: A -307 A -325 X A -490 Electrode E -7018, E -6022 Yes Yos Yes Yes No No No No No AISCE Other: None hard bolted Calib.: Calib.: k < Conforming 20 welds 11 welds :.Cortlarmari.ra3 :<.a to approved plans and specifications. 1 - NCR Thi d "e` iirkta:fntt otad:::•; : > }::O • All item inspected are Non - Conforming Inspector: Russell Rocks Manager: C. Weaver �/� •: }i }:1411 ?':!: ::: ::}yr ::: i'•i;•: • +U^ 4iI ^'. %:r,.::F• ? ?:ii: }iy. ^ rii': i} i'!! 4;• }' { • }:4 }? }::• }:<�::•Ti /f� ^YY }: F... ..... r,:.:' rir: j:;}::! :S:i:}i }:Sii' {'...F..:rl.:... ? x:'ri } :. .. .:: v :r� ..... :......... •:: •v. �:.� • {.•.. �:.::.}.'•.::!•F;, ;.• r.::!!: :::':: r; i:::' :+ t^:::: y::::' i,::; ii+•' r:}::.:: 4: y:} iiir•::{' F,.;:};: Y;: }: }:: } } }: }}C >: .. ...:......... r.. w::; :r..::::. �::: }::::::. r.. r:..... x r ...:... :....:: :: 4 }.: wnw::: f:::: •::::: .. .. .:: : ... . .. .: •: : •: •: . ....... r.. r..::. r:. x:. r...... r ...:.....:::.. !: } 4 :!•. . . ........:.:r ::!•: •:.!. •::::: v::: :.: r:.: .. r. L:v.�R.v.: .......... $..: . n..n.. .. +..::: •: !v;; .. ...... :y: :.: ...: : /•. �::: •. :.. .. �!!• } }: � } :• }:4 } :•: : •:: •. •:... � ::...... ............... ...r .. ..... r.:..:.r ..: :::.: •: •:.•r.•: :: r: r...::..! ••..... :.; .<rr..6: n:5Y ?`!k::Y:.'•: :��. +:; .: , r. r...::r .. :.....:::.....:.: ,.}.::.}::.}:::.: 4}}}; 1,: ,! }:1:r(a �v:.Ga.N.rra� MA .rralir . �a r. r....... ..::::: } :!. }:. > } >;!!!!. }:. } }:!!. }: <!. :. r...:....... }.... rir /.:4:::; • w: ! v�F.:{ !:4!!: }4i }.;. /.• } }$: .:.:.•.•n : !•..::.v..: :::. :. : .: /..:.vv:::::: Jr..:::r: .............. Client: BEC &E Report No. : 129n Address: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102.041 Seattle, WA 98124 Inspector: Russell Rocks Permit No.: . ' , 1 6498x,, ;, err • '�. ,. .. , `c Date: 6/21/91 Proj. Name: Boeing Caffeteria 9 -12 Building :.>•:':::} ::.::.:.:::::..:::.::•. r<:;?..:.:::. R�" uirem�titt[<::;::;:::::::>:::^:«:::>:::::::<:::::: <:<;:: >::<:: >;:�! >::::::�::::;> •:.:......,.....:. Ori= COrito'r�rr►ny. rl :...... #if2ii Contrary to the requirement: Column 4A was Code AISC Sec. /Para: Standard UBC Sec. /Para: found to be 1" out of plumb (South) after all connections Spec. Sec. /Para: were completed. UN bolted column from W16x31 Drawing S -6 Detail No,: 4 beam 10H. Column came into plumb, could not rebolt The equirement states in part: Column's shall be beam as holes (4) were mismatched to connection plumb win 1:500 tol., primary connections shall not plate by approx. 1 /2 dia. of bolts. Allowed erector to be altered without engineer's approval. make this connection by welding, 1/4" fillet- 3 sides plate to beam pending engineers approval on altered connections. Inspector's Signature: Russell Rocks f . :: i: >t >:: :: :y::i $i::5:: >::� ::::;: 2Y : <.:::;:i:.'•:;: } > '.: :::rf.. r . :•:!<.:.:<.:::: �:<!:•:<!!<>!• i3: s 1; >:;::• }.. }:•.. }::: ? >: }•. ; >:!ae:<:4:;; >.c >::: :'rDis > ;;4r ;,..}': }1:.:;•1;. }::.::::.:: �::::.. ^•:':<� }'i`r };::i::::•$; } }: 4::::i': �::;' { };::::::$::;¢:!;'•} bsftib • Rework to approved plans, specifications, codes, Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: 571 standards, and tolerances. 1 Referred to Engineer of Record for disposition. Submit Approved Submittals Inspector: Russell Rocks Engineer of Record: Date: 6/21/91 Date: ..... :.: F. C•} Y?}:! 4;:; 4.•: Ci::' r ,: }:::i::::�::; { }i:i::::::t:'i: Y{::::: ^: r::.:::!v:.v.,..� v:::::. �+.:::::::.� w:. �:. }i:.Y.: ::C•iY •.:/. Sf } :i•.'F.{: } }Xrr::;: • n ........ ......................:........ ...... ..:... :.......... ......:.. .. ... ...:..........:.......... :..... .. r. . .. ..:..... 1.... r ... :...........:rr:.::............ r....... ....... r................. ........ ........ n::. ...: •: ::.::1 ::.:.. ... n. .. }:•'/.•}}} i:.: :• }:4:::• } }Y }•:. }1:C• } } }:• } }:•: }: !: • }:•::•'•;4:!41;{ {4:!: C4 }: • {Y::; i. M:: :n�:::: I:l: ..•.y: :.i::v }:!::::;:! •:::::,r,.:• }: ?. ::: :. ..:.::::::�::::,:::• • e. I }' }'2• ............. .............. �::: ::........:... •.!:!::..:..::::: w:::: :::::::..:4rn ,!v; .:.: .: : .. .. .... ....... ::!!v:.:�.:::::.: �: :. :: •::: ::v; !•:::: :::: }:.!v:::... : r :; }:::'1.::4: c alla ..: ::::.:......::::•.:::....... :. �r: ir.. �::• :: ::•: } ^: :: :. }; ;•:::'4: : :}:i :::.w :: } : } ..... :: .......:... Re- Inspection Required Re- Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) Engineer's Dis.osition (s Use As Is) •: ' /.• %. }i } } }1• } }r. r }......:r..: f.:....: iY }Y'r::.11F.:.1'!. }: •• A::: ::iva.. }J.i }: {:.1':.'r } ?'.1r:i ::. ..:::»:: 4!: . ...fFi:... .n.r.. .. r. ... ....:. e• %.... ....: /.... ..... ... r. .. r.r .:.4...: ":'•.. r....nf. .f. f n.:: <•: r: ,•:. .F :r::: y:: rr..r.. :rr:: �::..�::: x...:n •. :!.; :::Yr: rr. ^r..: • :.:.... .4 }F:::;•x.:: :.:: .F::.:! ..: 4 >.k4}.i }'4,Y . r•x14: rr :!F.}: •::::: n:n: ..r /..•......r f!!y.;:• { }.'4!!: n.. rr •:'r }i1r 4 }':! /.} ? }: :. .........n.:::•1. !.:A.•::: : .::. :: � �� :: .:..... .::.:.rn..... ...:. l.. .. .. Y.. :.!<..,.Confortnant:a:rf,ffu lnr acte:. Work. ::. ...::..:..........�..r,:..r. r, .:: ..... r: }::: •.::: v::::: .:r:. }. : }; ».. ^...:....... � ir.: :.: v :.::. }Yr'• }i: ;. } }'r.4•. }i };.: �F.:!<!..x +•}'i'{ !!• %•:..: :f.4x. •: ::L:l4C!iij;:i!i}'r : }:!.•:.•: r:::....... ..:: ...:...., .::....... :r.::F•:::::::•!•: r..a:: ,.... :.•:. :..:. %': "•:. :: /,.:'i::i :.:!... r •.:...,:.::}F:.1y.:Rui4Y6 }i1'n: :.w;::;:::m:;i'Y'!n �i'.'!y:r' +; +.; • }:!•: :: •.:. � �r,:J; }i':iYi: • }:: r ?:!... !n}. F :..{.. ....0 osuru- f<;! �.:.......:...,• r< zr:•::::!.:.<: .<::'::<.:;Y:!��;:<.< >:;::::.Y: All items have been re- Inspected and are As of Date: Conforming Non - Conforming this Non - Conformance is considered closed. Inspector: to approved plans and specifications. Manager: 1 Bldg. Off. 1 Engineer NI sports en considered eonlidentld and ere the property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction in whole 1 Arch 1 File or In pert without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872-9451 FAX (206) 872 -9454 JUN <. w E D G ( 7J E Attn: Client: Address Weather: Cyl. No. 125A 125B 125C 125D 1 Bldg. Off, 1 Owner 1 Arch. BEC &E Materials Inspected: Concrete Resteel Masonry Grout Other Cloudy P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Approved Plans on Site ?: Auger Cast Piles L;y Yes © No Other Plinths and column closures Specific Location: Elev.: 111.7 ft. Grid: Plinths on line 1 @ B, C, D lines. Column closures on line 2 @ A, B, C, D, E, F, and G lines, 3000 psi at 10 CY Req. Str. Quan. Pi.: Sample Size: 6 " X 12 " No. of Samples Cast: 4 m k Concrete also used on 4 benches. Date Tested 7/2/91 7/23/91 7/23/91 1 Engineer 1 Contractor 1 Other Age Days 7 28 28 Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls 28 days. Cylinders Cubes Hold Air Temp. 62 Total Load (Ibs.) .empress Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement •Send Gravel Cover Grade Spec.: Grade Used: Compressive Strength (psi) All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave, S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 125c 9102 -04i Joe Kjeldgaard 6/24/91 Boeing Caffeteria 3" 65 F 5.5 sack 718 " 517 1250 1950 nid'r.'Ctn *':Sty Inspector: Manager: • East Marginal Way West of 9 -08 bldg. Permit No.: ......................................... ...........i %`iCbFYCf.9t�lii;i; :i >i;;�;:::,.;: i:':.'.:;: >';::''•: :::::::•';;•.,': Percent Air: na orb Supplier: Stoneway Mix Design No.: 5501 City Approved Mix ?: Y Water Admixtures Other Spacing 240 AEA .75 NA 60 Sizes Used: #4 60 Manufacturer: na .................. All items inspected are Conforming Non - Conforming to a.. roved Ions and s • eclfications. :ii:�:: iii:t:• •:.,........... . Comments Joe Kleldgea C. Weaver • 0. i ..... . ......... ..... .......... ........... ..... ....... ... r ... .. v.... . ' .... . . >� I li: lA� ii:R1�l?. � 1. ........ r ... ............................... n.................. r..: x:::.::::::::...... .......:..................:. ?.: x:::: r:::: }::: vv:: ' .:.. ' . }I � Ji}: ?:• }.vy: i fi :. ^ } jii: }: ? ?i;: ?ii:i: >i: ; ?};i{ii::ii:• }: iii:• } { i:S. i • }:•; . ?i ii i i;; • :. }:.':' ':.v r..:v w;;r':i: : i::Y.;i4i : }•:; :}rv: }:: ::; : ;: ......::. : r . : .. ....r.r . w: : r.v {•; •:: v: �.. n:. {$ : }::i• }•. : n :•.::; } }: :: :::::::, .:..... Client: BEC &E Report No.: 121q Project Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, Wa. 98124 Inspector: Jeff Rabe Permit No '� "1 : g) 498:.' . „ _ Date: 6/19/91 Proj. Name: Boeing Caffeteria <•:::.}:. i::: i•: ii::• ii }}:.}};: i s i ?. i:.::.:{.::• i;•:.;;.:•;:. i i :.::...:....:...... ...........:........ udltt i° Ctr ::6l:::1t;lsi= tlr5 lit ... n A u ....... Met with Karl Olson at BEC &E office to discuss invoice dated May 31, 1991. The extra work charges are unaccapptable to Boeing at this tim since the extra work descriptions are not clear enough. Also received a photo copy letter from L.A. Gaylor data June 18„ 1991. Returned to the office & pulled all reports concerning extra charges from files, photocopies were made & pulled all dispatch records relating to extra charges. The writer then prepared a letter with a brief explanation of why each item is not part of contract budget and therefore extra work. This entire process took approximately 6 hours including the time to prepare for th meeting in the office until a draft of the letter was prepared for review by WEC management. This time is not a part of ouncontract agreement & is also presented at an extra. ':% :,w::::::::::: ?:::: ?; ::::: ::::::: :: n:?:. } :• }:• }•: i: ? { ? 4 }:;: :. �.:... .; ..:....... .. . }r: i. }i : �:; :• :, }.. ii: ,r i::..: •:; } ii::i: {i:• }:iii:i:i {• •' { ?'<•: �:: i . :v: ?v:• ?,. .:. %,: '. :.: .. is v......::.. r..:..::.:v: :.r. : ......................................................:... r: i.. r.•.... .... :;..:..........<.. : a tralit .. ...Co:ntrol,`t'eYStin :., ad. Results:.;{.}:,..;::?,<:...:?: �?,:::...,:...,:,.,::?:::<:::;.::>?:.• NA . ...... v .... r .................... r. .... ............................ ........ ...........rr....::: >R erkif<:>: ii' s::€:>?: iii:>:<::><:<:<:> s:«>:< z>; s?<'.> ::.ii:0:> :i::> ss?: s:>;<: >:s ?;s<::iig::s's > >s <' >'::::li:: NA All items inspected are CQC Representative: Jeff Rabe Conforming M Non - Conforming 'ii: Manager: C. Weaver to approved plans and specifications. All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation, Reproduction in whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 E D G E Client: Address Attn: BEC &E Materials Inspected: Concrete Resteol Masonry Grout Other Cyl. No. 98A 98B 98C 1 Bldg. Off. 1 Owner 1 Arch. Ticket #313073 98D P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Approved Plans on Site ?: Yes © No Req. Str. Quan. PI.: Sample Size: 6 " X 12 " No. of Samples Cast: Sampled at 4.75 yards Date Tested 6/13/91 7/4/91 7/4/91 ..... .. 1 ErgInser 1 Contractor 1 Other EN Specific Location: Grid: Dumpster enclosure 3000 psi at 4.75 CY 4 Age Days 7 28 28 Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Elev.: El Structuring does not appear to be "structural ". 28 days. Cylinders Cubes Sec. D page C -5 does not specify size or spacing of robar Carson Horner, BEC &E, chocked with designer & rola ad messa.e that 4 #4 bars horizontal) & #4 on 1' centers, ass built is adequate. Weather: Light Rain Air Temp. 58 ;,r.:;•x; >i:<•ii % ?ii::i:;:;::i> iii:% ::i::;:;::.'t:•;:<.;;:::i;s:•;: ::.;;: •:::;::::: >!::: ?::s:: <:::'�:''' p p Total Load (lbs.) 96000 130000 135000 ft. Report No. : WEC Project No.: Inspector: Date: Proj. Nemo: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: Compressive Strength (psi) 3400 4600 4770 All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 098c 9102 -04i Jeff Robe 6/6/91 Boeing Caffeteria East Marginal Way West of 9 -08 bldg. 4 3/4 " 60 F 5 1 /2 sack 7/8 " 517 1250 1950 einfOtCin''+�i 4ga1; ?E<ss < > > >: ?: <: %:`•. ;<: > ?:<<:« %: » ? »'•s >'• »�< %: 60 Sizes Used: #4 60 Manufacturer: NU ii;:,:•::i:`ti; iiiii. r:r..:..n: ':iii: }!:ii:<f {•:•iij:v:: y:i: } :,::i:: '.}.: } ............::... .............. .............................:: :;:Co #armt#nt:e::ats >Wrstki> ::<: <•:«: >:::: >: >: > <::;:: � :.. ............................ All items inspected are Conforming X Non - Conforming to a.. roved .Ions and s• ecifications. Shear Cone Inspector: Manager: Percent Air: Supplier: Stoneway Mix Design No.: 5501 City Approved Mix?: _ Water 240 lbs max Admixtures AEA Other AEA 0.75 oz /100# Spacing Comments Shear & Split Jeff Rabe C. Weaver ef ^"�`- """�^�^^^"^^ ii: {:,:r:y;i? { }iii %j iiii i , •;•i }: ? : ?S i?•}: n.:: ::r::.:n:ii:!:::• ?in!!!r:.v: ..,.:: rv::::.v: rv:.,•:::.vr�' .:...: :. .. r.} .... .. .............. . ::.. .r: w: •.: •: •.: .. ...........:......v.... ........................,..., ....:' S?•}. 5.: 4:•}: 4: 5; 4: �:. 5?;;• r::•}: i? 4:•:;{ }:'S: {4 ::::.;'•:i ?::vr ?:: •;w: nv'•: ?: •.i } }: ;r•::: n.::v ::: •:rv}.v: ::::: nv:: r:: :: r ::: ?ii:•i !: Y:::v; n• :SV.:r..: r. Fr:r....v r. Fr •:::..: w;; .. F. ;., .. r.. v: •,... t ... .. .. .. .. ,r.. rr: v:::v: rY :.::: �::: .. .,. ..4 ..:Sn• ,� ..:::: .}: ;•v., n ..:.. ....t ....:•r..:.. n... n... ,... r....n...: F4:;.•:.nn......... :...r :•. . }:• }:v •i'•i }i 4 } :;•: " :::!• }: •. :•:;:':•:t:• ?. .. . f.....: r... .nr....n.... r....: :: r.......r r......r.......... .r.........r .... r ............... r. .. : n.. n. ....... :. .:. n: ..................:. r.... rf. x... :. ...... .:...r :••. ... .. .... .. r. .r. .}`.. .. r r. .. ... :. r....... n.., .. ...... .. ...r.:.:v:i::v''• }S'i4:: %•:f4 }: i!i:SiS;:• }:SSri:• ::•ifi > .:$... ::}} }:• } }i ii}... f r.. n...:.r....r...... fM ..iiNh �y��iiKK. �{ 8y1y ... . .. . ......:.. }r......:.... ,.rr...... r.: r. r.., .r:r : r...:rr ?r:... }:..... . r.rr •: •• 4vw:f,S.. }v'.:.f,.FY.::,rw •:: r. ;.Mv.v:::::. r:.:..:.: n..:......::: •.:..:.;n S. IYI IG�►..� �F.f Vll.l r ........ ..m.::: : ,;; , ''. . ...................... J.. nn.... ,.... 5 ...... ... . ? :• }: J..i }:.. r. r. x. r... .t.!..•. . •. v}..: e•n• • }4... .:.... •: v::.:rw:n.: ..v; t... ........ ....... ......... r ............... r. x.. .n... .......... ..... :.. .... v..: n•.: • ;n::. / { ?tit..•.Sv:: /.• r: ?: ?:.::• }% Client: BEC &E Report No. : 135m WEC Project No.: 9102.04i Meeting Address: On Site Inspector: Russell Rocks L Date: 6/28/91 rr7 : Permit No.:' i ...,.: Proj. Name: Boeing Caffeteria :.< >: :.. t b11 b .r... ;}. ..r..;: <.:.:.,: :..,: i. : >... ....... :........... r..r ................. ...............r.......... r... :::.:: } > }r ::: :;ii >::;ri:: • ...,:.r: .. r::..:. ,r.�:rr: } :. }:.... .: r.....tr..... r...rrr.::.: }: :. ; : : : } ,•::.. ::::::4:.::.: ?•..... .n., !.:<.:.:, .... <:::.,: , ...r:..i'if ; :•.:. :::r:::::..::.. r..:it:.; Bob Spruiell -- Ferguson Construction Meeting Purpose: Installation of roofing system Karl Olson - -BECE Gene Meyer- -Meyer Brothers Roofing Meeting Time: Start 10:00 End 12:30 JR Lunsford -- Ferguson Construction Chairman: Russell Rocks } •:: :. }.:. . > }:. }i;i ii •:i:;• :•r ; : > i ; }:•: > } >:.::::• ; :: ? }:•: �: ?• } ; : } •i � :;: ?< -: � r< ?!•;; �.i:. }:. } } } }:•;:• }::.i } } } > }::: ? �: •ic; ?•::;.; }: >i:: �.. : rs.•! ;::.i:;i•%t? }r::........:.v:::. : ? ? ?: ':.::.}'•:...:. >E :• < }: iii:::• iii:: ii: e> r:::: r::•: isz:; i:: r< }:ii:::,:::::::n•: }:,..:::::::. r: 1. Discussed re•uirements of section 07535 •aratra.h 1.02 E & F. (Fm bulletin 1.28, 1 -29s with Mr. Me er, he did not have these documen will obtain them from his supplier Rmax Inc.). 2. Asked Mr. Meyer to provide a written installation /sequence procedure applicable to this type of combination roofing system. He did not have such a .rocedure but would write one after the meetint. 3. Mr. Lunsford & Mr. Sprieull discussed installation time frame it was decided that roofing installation would begin on Tuesday 7/2/91 @ 6:30 AM end be complete by 7/7/91 working 10 hour days. This was accepted by all parties. 4 . Meyers Brothers Roofing will supply to Wedge t fastener pattern sheet prior to start of installation. Also we will have to review & possibly adjust these sheets after recleving & studying the bulletin. 5. Received "installation .rocedure" and a •lication tuidelines for "modified bitumen roof s stem on non- nailablo decks ". 6. Returned to Wedge to finalize inspection report form. 7. Received fax from Rmax Inc. containing 1 -28 bulletin. — 1 ifil . r, itilli, l l i_.;• r 1 k i Jut_ 1 1 1991 1 f•'.,ry Oi . I u,... ._r 1 Bldg. On. 1 Engineer All reports are considered confidential and are the prop F' 1 _A N N i N G D (; i I . 1 Owner 1 Arch 1 Contractor 1 File of the Client and Wedge Engineering. Reproduction In or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 • ;;r: :.rr• ;;:• >Yr rrYr•.•: r••r:•.; . .. .: .. :..:. r... ...:.•: •:. : :. �:. t::.: �: :.: •:...:...r >. ..... :..; . ; ?...., ....: : �. rr >:.> r rr:. : sa r:;•; : r;•: r•:.???•;>; r o ;:.;>r, ;2r> Y:. :2. .:. ? ? +v : .. v;•. , .: i ::; ; ; ? rr :U.: {•ri% ? ??: < } i r:Y .: i:;:: };:: ? ; %:•: rr: % ? r:: >.. :::... . r. . r::...:..: r::: r: r.. .,:.::...:::: ?.. ..:. :.. . ii�dG)~ .I t1t�1:iN... • »i ;,r'• >i ;rx .':' :.....: . ...... .. ... ;....:.:. ;:• :? . •; ::. ::?. rr;::?:?:••;•`•:;:..::.:5::! t::: if:;::: 2:::!'•• rii:!• 5: %:'•.'•:::::::: ::::. •:::. . ..... .. ....... ... Ci . Client: BECE Report No. : 137r WEC Project No.: 9102 -041 Project Location: East Marginal Way W. of 9 -08 bldg. Inspector: Russell Rocks Date: 7/3/91 {,. Permit No.: ��x�I;� Proj. Name: Boeing Caffeteria Attn: Karl Olson ::t.Yr:. . . . . . ..:.::. . •?•Yr:• ;r.••r:;:;rr: ::r:•r x: r.:r: •r: r ::.: � •i• :. ?.r • . ;r: • :.<. : : <;it: ; � :i t :: zs: < �:::sEiiz� >ii:. :.•.:...:rr: rrrr : . .• ......:::.,.: :.:.::.,.:::. ,:. � .•:::::>. ::.?. :...,, : ?.,.:...: ?::... :. :. .:::::...::.:S.YSTEM.. BATA.: . . . .:.::...?.: . < ?: ?.. :. Manufacturer (s): G. S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen composite system 6) Fasteners OK 7) Accessories OK 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yes X Approved: NA No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No :'f,.:'F.: ?:i:::::: r {: � <i::;:::::::' i'..•:::•::: ::'vi:v'r::i:::ii:ii::i: ;; i:: i•::::::'•:: ;:':: . :ir':::i::Yi' :::!i ?:n:i :;::r %: iiiii. .::?,, t,?. ;: ?•.:r:..:: ::. ............. i . ........ ... .............................• , •.... <7A)L. 't` 4!~ .. ..N.. �Cs �. �p..: r :. rr:.:?..:, .::,::.::<•:.............•. ............................... Area (by grid) 3 line West to wind well "A -C" and Material Used: Item 1 -7 worked: "F -G.5" Surface Preparation Acceptable: Joints (If applicable): Clean & dry - Aocept Acceptable Fasteners (list number requirement by material class): Hot Coating Temperature: 5 "L X 1 per 2 sq ft Spec: 400 F Actual: 390-400 F Weather (Note: if overnight protection will be required): Actual: Sunny-Hot 80 F Projected: Sunny over the 4th Storage (Per manufacturers requirements): Storage on roof & covered :.. :.• .Mii:: r :> ; ; ii :...:r..:�:.v..rr.r::.: K °::STA. S:: i:: . ::::;:: ?::.: ?.:: . .::<: <::.r:.r::::::.:::<.:::r. : »:WOR . .. T ••> ; ;rr;Yr;:•;':'.Y;rrt•Y ;•• Y ; r %•r:•;:•:• ;;: I ::! : Y ;A ..... : .. . Qai: >' tr: ::i:ii::::: .; ,..,... . ::•......:. : .:..:.......:..... ....... r. rrt:..: r:.;:•:?• r:• r; r�? z>: ::;t. ; ; ;i ;:r: ?.r:. ;:•r;ri: :; ?..::::: . ?. ;: : ::r. ? ?< ? :::: ? : ............. f3EMARKS: ttts:... r.:. .......................,....... NCR Number: NA (if reject) Parapit area remains to be completed on Number Square feet accepted: 600 East side of building. Installation per spec /procedure Inspector: Russell Rocks Conforming X Non•Conforming • Manager: C. Weaver Apt....—/ All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or in part without the written permission of WEC Is forbidden, ENGINEERING 20856 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 :...:.?<?:: n> : +.?•}:?? 4ii:• y :.......... f.... n•..:...... .......:.x.+........n.n...r.... .. . "• ":.. :!., ?n :.•.•. n ...i rir :n n.:•} i}:.:?:: .:.`•:•i: }:: ? }�i { }: >::Y:iYii::: : .. /.. .. i:Si ':iiiil4i$ . :.... .. .. ... ... .. .. .. n .r. ... nJ. /•': •.. :.. •. .. : ?:i'i'^n;.:JJ 'n ;• i ' ?$y;$!}v�;$:vi'r :!;' ...5. :.... :.n.. , i:,:.k• :..: ?n.+.. :.: r:::•:, ?•r:.::?.T:T A , .. :...:..::,,...# .. ... T. .::. ... f.. �S•n +v+. f..... r. rr.r,}. rrr:•: ! ?vi•.; }:?.; }; • ?;.:,.r..:• inn} •: ;. •{::: i ?: ; ;;n: { +.:?v 4: n ??. $ is�: iY;::::•;T:??+T?: n:; n}}:• i' l.{?.' l.?? i}:•' Fi } :n }:•i:<S ? :S ?..S.r.......... .. yy��yy� �[� /��t�y1y1� �( ;: 1�i :V{�:1:'i'i:iL:�::i:},':$�:: vi ?ii:4::�i:i'ir}:::'::: {t :t:i:;? ii C: ?yr :.: r•:r. f. r .:..?r. : ..,v?..:n.n::::nv:)�M.M ..)Kl.t�.':jN$i�!�`I'!�J!1V::H �.. . .. .... ri... r r .. r.....ti ..:....... n... r....... n........ r.r .:. n .... n .... .... .................:......... ..v •:•?: 1 v vr ..., n •, ............. .... .....;....:. ... ... ... f. M........ F. rF....+.... n. f....._ . r... n......................... n..... . :•: :.: ;:::;•n .. ;. .. :...: .: { ?n }:•....... :u . i::: } Client: BECE Report No. : 136r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rocks x r 1qt Permit No.: ' ; !$,98', Date: 7/2/91 Attn: Itari Olson Proj. Name: Boeing Caffetoria }::: .:R�:::k•:, ;: >::::;: >,::r:::i T;;:} :i::: :: ; ?;r:;;:ii:::;:y::i:: >:i::: •:i: ?t;:•: ?: :: ,.r. ? ?, ? ?:.::::. ? ?�: .:. . ?:,,.,,. . .::: ?: ,:• ::.::::.::.:::::. ..,. :::.: ? ?. . . ?: . :::. ,, r..::<:,..,:•• •.:S!(S7Efi!I. f 3ATA..}} :. • i:• ....,...;......,............ .................:....... Manufacturer (a): G. S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK — Roofing System: Modified Bitumen 8) Fasteners s 5" @ 1 per 2 sq. ft. Composite Sys. 7) Accessories NA 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yes X Approved: Not Required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No r, .?r.. .. lr..... r:' F.: i4i:•} i: ?:r:•:fi:.•:::4 }::.y. +r. ?: ASS;?. rr.: ji ? ?: J....... r. n.rS.. .r: J' . s. :: .,:::..?., n:?• f:??. iF ?:. . �:•.?? ?< ?«< • .: :•:?•.;•. s ;::::;. }..:::rn:::. >.,..: .: +, f ... n:...:.:r . . . INS '1'I01.4:11E'00 n• ....<.<:.,..... Area (by grid) 3 link West to wind wall "C" thru Material Used: 1 -8 Items worked: "F" Surface Preparation Acceptable: Joints (If applicable): Area cleaned & checked prior to NA installation Fasteners (list number requirement by material class): Hot Coating Temperature: 5 "L X 1 per 2 sq ft ISO Spec: 400 F Board & bottom board to deck Actual: 390 -400 F Weather (Note: if overnight protection will be required): Actual: Sunny -- Hot 85 F + Projected: Sunny -- Hot Storage (Per manufacturers requirements): Storage on roof—accept }.....:: •:: •: •: ..,..n . ..... ..... .. :.. ... w: :::: ••: :::.: •.::: n;v •.v;: •. :.::: {:. }• ?,: }... : .. . ...... ..5....... :. .....:...n... .... ....:... ..n nn... 1t�. QRk. STATIS.:... ............:.. ..n,J:: : ,.:::: ...........••.n• } ? ;i.: , }• :.n., n} }:•: { :. . • • ?•. ? Snri ?} } }: {n: }r } :• >S• ? •:.: 1.•}}:•: n:?: n}: r?{.; r:.•; nn{•:;S r?: .:::: ?:••; ?•: }:: ?•:•::::::::: • s?? ti? i y ' S...:.:: n:...........}: ? .:.+ ? ...: ? >...:...........:...}: ?v' .:.sr. ..:.:::::....:...r..... .r..... ».J. .....:........ REMARK i NCR Number: NA (if reject) 1. Review of fastener requirements for this application Number Square feet accepted: 800 sq ft reveals that the spec. of 1 per 2 sq ft exceeds the corner /perimeter requirements of FM1 -28. Installation per spec /procedure Inspector: Russell Rocks Conforming X Non - Conforming E Manager: C. Weaver All reports Cr. considered confidential end are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or In part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 •.Y: Y:.Y:.•: :. :: <.YY..;: r,....:.... ...; ,.: . ::..: • >':i :,s, :::;Y:Y : c::.,.:. Y:. Y:;;: e• Y::;.YY•.Y• :::.:::.:: :�: � •.' •:�: :...:.. • :: :.. � ; :.::• ':'.'•.r � x Y:y +•.. Y�Y Y Y:•:�iY:•YYiY { i•Y: �:,i �y `i : b A ICY ::::. UAt�I. .I�Q. .d ..: f ". 1 1� i; � � l ;• >: �♦ f�1 %•''.:: iii:: r,''{ tr : sL?::: is '•: �:::�iii' +:ii;:'Y }i: >�i i :.:: r. .•rY:. : : . � Y';: >:<.• >: •Y:<::;«•Y:•Y: � YYY.Y;Y::..;:.Y..Y::: r:::.:Y >:;.YY >Y:.Y :;;.Y:.:.. � ..... Client: BEC &E Report No. : 133q, Roofing Project Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, WA 98124 Inspector: Russell rocks 41� Permit No.: y } gla''.tr = Date: 6/27/91 Proj, Name: Cafeteria 9 -12 building/Waterfront Park : } iss: i:z::: •.C1'ta : >ECo of:Ihi . ecti6ita ::arid :::Red'ut a : < » >iP.::i:;ii >< > >< <': %<::: ':>?<:<>:>:`::><> •:. >;; > >: >:s: ><:'•:< >:s: >:': > Met with Mr. Olson at BECE office to obtain copies of roofing materials submittals - discussed additional requirements noted in spec. section 07535, pert. 1.02, paragraph E & F -le: Fm bullitnes 1 -28 & 1 -29s. -BECE does not have these documents but Mr. Olson stated he would contact the roofing contractor to insure they would be brought to the pre -work meeting on 6/28/91, 2. Returned to WEC office to stud the submittals and continue develo.ment of WEC ins.ection format. 3. Returned to job site to meet with Ferguson supt. Mr. Bob Spruiell to discuss proposed inspection format. Basic format was acceptable, however, it was agreed to hold off finalization until receipe of the Fm bullitens as they may change requirements. ' u' ts:;:>:; s>:< <<> s�:<:»:! <: >ss :<: ><: >:r•:.YYYi:•Y . :::x:..:; ualit';:::Co trol�� ;'f'et3ti'ri "`< >'iiriiJ' ' eel . .. . :>:::tl ; ii::i, ii, : ii !::: ••`. ::::i:::YY:;r,.:;:i:,:•YY' . n R Nona ni ;::::i:<: : i:r :::; <' ;< ii :::i:i::' >:a:: .................................................::....... i .... :,•. ...............:............... ;<: :s Remai fte> i> ::;:><< :><'• i:::;<>>;« ni<>>>;:::'< Ez<'>? :<.'•<< :i:; Is >M<i••::s'ss;••`: »<:z:i >.' <: It was stated by Mr. Spruiell that we may excallerate the actual work hours to accomplish the roof Installation within stated schedule, ie: 10 hour work days. All items inspected are COC Representative: Russell Rocks Conforming MI Non - Conforming MI Manager: C. Weaver to approved plans and specifications. All reports are considered confidential and ere the property of the Client and Wedge Engineering Corporation. Reproduction in whole or in pert without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 ::i:4i: ii. r ...::.:.......:..:. r. r....:: •.... ....7:7::::: • t;::? i ii:ii::i ?;• >::::iii;;.:i:: iii:' ri:: ::ii2:2v: +'i':i'i:iii:ili:� i` ?Y:.::::::.•!.: ?.': : :;iiii:C:ii:? '�' ii4 /... �y �' i•l: :' :j %'r, {j'i.i: ii::iS� : } :`� :t ::;: {{ is :{ •rr'r':i�`:: >H�i ?t7ti7� yi;{< i' r;.:; :j:::ri'iij:;: •i:ii•. i::.i:i: {,:•: {r::: >•:: : +.;:< {•; •r:......::...:..... r: ::r. r.. :.:..... ir. : r..... Client: BECE Report No. : 138r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rocks Permit No.: Yr j3 98 A !,': , Date: 7/5/91 Attn: Karl Olson Proj. Name: Boeing Caffeteria ... . ..... : : :,: ... r.... r .... .. . ........ :... .......... .........:......... .. ....... . ....... ....:.... ., A:i::g ;:• :....:.::.. .; ....4i::.... v }::•:. { { •: ;: i'i:.i.ii: i. +•::::• }•.i n...: S { r• v:::• :: � : .r.t: +•:: :• ::: w: ;:• ;:i: +: {•iii:.iii: i:i: :..r�:............ �........:.. ...........: A`CA:z:: <:F:i<� • i::> i;: z{:;>:;. i:?.: :•::::::.. :::.:::: ,.:.:;::::;;:•:?.: :{••:.;;: ?:. ».;:: >; :: >: »> ,.. {.. ::: } i ? : { { : 4i • { : ; : �: i:4 J•: iY }: i:r iii iyi:i•?i4i }i; {.•i:•'� ?: .. .. :. n... .::....:...> ........................ ...... >..:<<::.i�: ::;: rr•{??:??.•;:{.;;:?::: ::. <. {.;:.i:.:;.i: :8YS7EM:(7 ...::r: Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen Composite sys. 6) Fasteners s OK 7) Accessories OK 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yes X Approved: NA No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No : >ii:•r.:ii:•.:::: <: <:t:: ; ; . ;:. .,.: •:.�: :. . :::ii::i �:: i: iii t ::' .:.: t; • z;: z�z ::: :: r:i:> :: 2isx:i : >: r.z:r::< ii:<:: ii; ii:::>:::: isi{:; ::: i:: ii: zz:;: isi:::: ::: :r:s ...:.......: r.,.: r::.: �.;>•, r.:::<{<.... ,..i:.:,:. ?....DAl LYINSTALLA'rt N f��C. URp, r< r ��a::>; r::<:.;:. :::.:. :• ::;:•.:�.;:.:, { {:.. . r r.. { .... { .... :: .r...? i.> i ...> Area (by grid) Wind well West to building center Material Used: 1 -3 &8 (see remarks) worked: from "D" thru "H" line Surface Preparation Acceptable: Joints (If applicable): Clean & Dry NA Fasteners (IIst number requirement by material class): Hot Coating Temperature: NA — 5 "L X 1 per 2 sq ft Spec: Actual: Weather (Note: if overnight protection will be required): Actual: Sunny & Hot Projected: No rain - .redacted- however area la ed was covered with tar. Storage (Per manufacturers requirements): On roof- OK ::.; :::: . :.iir.; ? : :: ::. .::. . . 9N O RK.:. S; LA? f13: ��>:::<•.: :: ::::z:: ::::;: >i:z:: >::;::: E ' A: RKSs:::::>:: r ::: >:::: >::r: >rz:#::::::;r::s :.;:. { ,<.:•. � .,..; .:............. M NCR Number: NA (if reject) Layed approx. 400 sq ft of bottom board & ISO board Number Square feet accepted: None found that order (material) was shorted on tapered insul. & cricket mat. had to stop work. Installation per spec /procedure Inspector: Russell Rocks Conforming • Non - Conforming • Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or In part without the written permission of WEC Is forbidden, ENGINEERING 20656 84th Ave. S„ Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 BEC &E P.O. Box 3707 MS /4H- e 7 9102 -041 Client: dress Attn: Karl Olson : Qua"lifioation Material: Type Grade Bolts: Welder Certification: WABO Other: Weld Procedure Specification: 15F, 15K, 15H, 15P. 1 Building Official 1 Owner 1 Architect Seattle, WA 98124 CMTR Yes CC Yes Type A325 Grade II CMTR Yes CC Yes 1 Engineer 1 Contractor 1 Other A38, A500, A446 B, B, A Q AWS 3. Roof decking welds- enetorance area. 4. Verified torque on bolted connection. No No No No Prequelifiod © Qualified Erection Drawings Approved?: Yes in Nor# Note: All of the above must be approved and accepted prior to the start of erection. 1. Installed equipment mounting frames (welded) 5G, 2. FW on roof wind wall lateral tubes to col. 16B, 16B, 60, 5G, 5C, 7G, 5F, 16F, 16C, tube to tube- 16AP to 16W, 16Z to 16AT, 16Z to 16AU (all upper's). ? ",1 RIM CI CITY OF TUKWILJ T. Da e: R • port No. : W =C Project No.: Ins lector: Proj. Name: Site Address: Erector: Connections: Bearing Friction Welded Bolt Diameters: 7/8" Bolting: Bolt Tension Turn- of- Nut Calib. Wrench Tension Control Erection Tolerances: Torque Wrench S/N Skidmore S/N 2 Conforming 40 weld 19 weld 180 weld 9 joints All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 MI Electrode Russell Rocks 6/17/91 Field Welds: Fillet Partial Pen Complete Pen Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Erection: AISC El Other Yes Yes Yes Yes Arbitration Proc. Yes Bolt Type: A -307 A -325 A -490 X X No No No No No AISCn Other: ..11860 Calib.: Daily 9106-004 Calib.: 6/15/91 l'i5'� Eli:; ��:`•, #i ?ii' %:iii %I All item inspected are Non - Conforming to approved plans and specifications. 1 -NCR written on col. 2D base plate ..................... ...... ................ ......... ` >'`: >> >: °iec''Islm< >: °ri�`i "'eat .. ...P U.. r t;.t p tld.::. None hard bolted Inspector: Russell Rocks Manager: C. Weaver .i i ::: J •:t: }:r: ... $: •: :$::T: >: o';; { > <;:::00:.:$ •«<: i :.t {• } } : } . : ; r{{: r {t, Vii $ {. :::R. : i %l;?; :•:'• r. ' :P ' ' .. .; � >i,' ::,•:>: y ;:} •. Sir ?' •.;• }: } :w : : :: 3v.'•,S, : : : : :: J ::rf : : : :: v:;: � ?ri ? ::: :•t i\ �I`. M��IM{ M. ,.�I.Mf-ii:+'alF1'�(�:;`:..... ` •Sf• .....{. ...C: r n ... ... . ... : .: v}:Y,•:: :{::�{.. :ff }i {$F.;• ::v� {i� ........ . •:.{: .F.......... ..� +1 •..{t: •: xe.r, { '. :r.v v: i•.•' r:. 4n } •.>F•::::,fi }: {:{f,:: ::::: .... •r: r .:: .:.......... ..... ...... n :...:: ..,........ r...: Client: BEC &E Report No. : 123n Address: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, WA 98124 Inspector: Russell Rocks Permit No.: 6498 Date: 6/10/91 Proj. Name: Boeing Caffeteria 9 -12 Building :: r., .�t:•::.r {t < { :: ::::t• };.: rr.r :.r.! •:vrr.:.:::� ....::..... . >R •. u rat» ett{.; >:; : ::. {: {.... < { {..s �,.... g,: ..:: :;,::: }:• }:; {•: ?�::.: 6t1 ±tTOttftittYltl C. aflditlKtln.: v ........................:.S X Code AISC Sec. /Para: Contrary to the requirement: Base plate Standard Sec. /Para: connection. Col. 2D (two bolt connection) South Spec. Sec. /Para: nut has 1/3 thread engagement, North bolt is Drawing Detail No.: full thread. Top of col. Is welded to beam 1W. The full thread equirement states in part: On bolted connections; engagement shall be achieved on all ■ structural bolted connected. le; all threads of the nut shall be engaged with all threads of the bolt. Inspector's Signature: Russell Rocks J r: p} �.;• i •:;: { :.n::y$:::r. } {;;;':•' }:$: ;r • 'ti } /.v. <S. Rework to approved plans, specifications, codes, Uee As Is, no further work required. Reject, repair to approved requirements. Repair Per: standards, and tolerances. X Referred to Engineer of Record for disposition. — ri Submit Approved Submittals Inspector: Russell Rocks 1-1--✓ Engineer of Record: Date: 6/17/91 Date: . r.,:::::::. { <• }:•t.,: :::::: {; >,:. :•:: • }:u {.....; .:r ...... . . . ..: . . . . . . . .: .. . .:.....:. . . . } > } } }::.:::• :: ,�. :... ....:: e....fns .:: r. J :. : :.. r .:. ,: rr..`t:.:... r.. :r; r, .:.. r.:..}.:... }....... r. .: .> .:....... . . :. . a an.<. i} ;. ». . ,•:• ::: �: ::.,•::: : : . f: +•fir:• X Re- Inspection Required . Re- Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) Engineer's Disposition is Use As Is) {• i:; Y. ::i l:•y }: } :4:•y:•:•:: { } ;; r' .: •y } :nv •: •.: ,. .. }. ormn o f Re a sots yV :.� .. :::: �•:.,.: •::::.�:: { :.Cnf nc to > n d;: •:; : : ti�: i:'f: yJ::i • Y::: Y{.: : v} i f } 5:��. {!:4?: :::::::i�::�n'J• :y¢r:•rr'•�:; ':i ?:�$:•:: . :.:rN :::... y:h; , },}>:•}}: �:.}: � :.:t{ < • }>: . : ; :.i:. }: > : > }r;:. } <.. c ;:: .r... .:.. . All items have been re- inspected and are As of Date: Conforming Non - Conforming this Non - Conformance Is considered closed. Inspector; to approved plans and specifications. Manager: 1 aldg. On. 1 Engineer All reports are considered confidential and are the property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction in whole 1 Arch 1 File or In part without the written permission of WEC is forbidden. w E D G E ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872-9454 w E D G E Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Yes Specific Location: Grid: See below ?:SVi'l�il: Req. Str. Gunn. PI.: Sample Size: 6 "X No. of Samples Cast: m Slab on grade floor from approx. line 2 to West wall. Sampled at 30 yards Ticket #314066 Weather: Partly Cloudy 6/20/91 7 28 28 Hold 122000 4310 Cyl, No. 112A 112B 112C 1120 1 Bldg. Off, 1 Owner 1 Arch. BEC &E Seattle, WA 98124 Plans on Site ?: No Date Tested 1 Engineer 1 Contractor 1 Other 56 CY 12" 4 Age Days Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other mash Elev.: na 3000 psi at 28 days. Cylinders Cubes Air Temp. 57 Total Load (lbs.) ffm ft. rn p Report No. : WEC Project No.: Inspector: Date: Proj, Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872 -9454 112c 9102.04i Jeff Rabe 6/13/91 Boeing Caffeteria East Marginal Way West of 9 -08 bldg. 6498 au --- .r %r >':;.: < }:. � « ?• }::<:..i;•::;s:::• :::> :::;G01i�if�t�:E ? % <3 % %; i•. %s• % %i2:�`;d ? �� %; 3 7/8 " 60 F 5 1/2 sack 68" 517 1440 1950 WWF na Percent Air: na orb Supplier: Stoneway Mix Design No.: 5500 City Approved Mix ?: Y Water Admixtures Other 250 max. na 11E1 Spacing Sizes Used: 6x6, 2x4 Manufacturer: na Compressive Strength (psi) , } }:. > } }:;:. }.;. :f. > }:.:.: r?.........:... <.. }.....':::: to a All items inspected are Conforming Non - Conforming roved lens and s•ecifications. r ;;n6 e t" . Shear . .. ........... ::::< }: iii}>:}:•} •• >:~::<•i:.i;:. }..:..i;�:. };<• Inspector: Comments Jeff Rabe Manager: C. Weave Client: Address Attn: Approved Yes Ell Specific Location: BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Materials Inspected: Concrete Restoel Masonry Grout Other Plans on Site?: No Req. Str. Quart. PI.: Sample Size: 6 "X No. of Samples Cast: Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cost Piles Other _Plinths Elev.: Grid: Between linos 2 and 3 from A to H. Plinth locations on 1 line at E, F, G, and H lines. : >�:5'�3biiri� ' k:<>;< �< �<>;`: s�<>><:>> :;;; >:;:�:<:, >:,;:::s::;;::;:<: 3000 psi at 28 days, 72 CY 12" 4 EV Cylinders Cubes 111.5 ft. 1st load truck #338 2nd load truck #342 3rd load truck #309 4th load truck #333 5th load truck #309 6th load truck #337 7th load truck #333 8th load truck #344 Samples taken at 42 yards ticket #314640 Weather: Sunn Cyl. No. 120A 120B 120C 120D 1 Bldg. Oil. 1 Owner slump 4" slump 4 1/2 samples taken Completed slab on grade Used for plinths same mix Air Temp. 64 Report No. : WEC Project No.: Inspector: Dote: Proj. Name: Site Address: Permit No.: ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (208) 872-9451 FAX (206) 872-9454 120c 9102-04i Joe Kjeldgaard 6/19/91 Boeing Caffeteria East Marginal Way West of 9-08 bldg. .............. 'tint Slump ( ?iii% ` " c <i' isi #? :i `•;'':' E 'Y,' {....' " Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Speo.: Grade Used: to a see remarks 70 F 5 1/2 sack 7/8 " ribt �`:'Smei`<'<; iE•''< ii i. ?i;ii<ii:: M brtbi? i #� ?ii'i ?!�`<;'s• ° �:> �: iii. ,....;;....,:;.;•.;:.;;:::;:.:: Water Admixtures Other Spacing Sizes Used: Manufacturer: All items inspected are Conforming Non - Conforming roved •Ions and s.ecifications. Inspector: Manger: Percent Air: no e�6 Supplier: Stoneway Mix Design No.: 5500 City Approved Mix?: Y 250 no na I El Comments #4 no rant .......................... . hfi %ii >�� »<>:::� »::'::;::: >`: ?: > ":: ?: ::< >: »:;:< iii•?: 3i; t?% is>;<::: iv':i:<:: >:: { >,;: »::; <: »:: ><:;> Date Tested 6/26/91 7/17/91 7/17/91 Ago Days 7 28 28 Hold Total Load (lbs.) gmegongegg Compressive Strength (psi) Joe Kleldoeerd C. Waiver Client: BEC&E Address P.O. Box 3707 MS/4H-07 Seattle, WA 98124 Attn: Karl Olson Material: Typo Grade Bolts: Welder Certification: WABO Other: CMTR Yes CC Yes Type A325 Grade II CMTR Yes CC Yes Weld Procedure Specification: Prequalified Erection Drawings Approved?: Yes A36, A500, A446 B, B. S BEA 11111 lEll 1111 Costin Peckin welds: 60 sheets-7 re AWS Qualified No No No No No Note: All of the above must be approved and accepted prior to the start of erection. aired. STEEL ERECTION REPORT 1. FW brace bays: 140 (lower), 14F (lower), 14A2 (upper) 2. FW mech, wall frame" 16T (2) to col. 16B, 16T(2) to col. 16K, 16BB to col. 16P, 168B to col. 16K, 16BC to col. 16K, 16BC to col. 4B, 16AS to col. 4B, 16AS to co1.6C r, 16AB(2) to col. 6C r, 168A(2) to co1.2C, 16AZ to col. 2C, 16AZ to col. 2B, 16BA to col. 2B, 16BA to col. 4C I, 16AS(2) to col. 4C I, 16AS(2) to 3BI, 16AW(2) to col. 3AL. 3. acts- all re 1 2 3 Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Bolt Diameters: Field Welds: Bolting: Bolt Tension Turn- of- Nut Calib. Wrench Tension Control Erection Tolerances: Torque Wrench S/N Skidmore S/N X X 7/8" 1E11 Fillet Partial Pen Complete Pen Arbitration Proc. Yes Bolt Type: A-307 A-325 A-490 Electrode E70 8, E6022 Yes Yes Yea Yes Neiri AISC Other No No No No No PRIM: 1E2 Effi Other: Calib.: Calib.: Conformence of Work All item inspected are Conforming Fa Non-Conforming to approved plans and specifications. 8 welds 28 welds 900 welds All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC Is forbidden. 1190 9102-04i 6/19/91 Russell Rocks . .;:•:6498: . 4 Boeing Caffoteria Cafeteria 9-12 Building/Waterfront Park Inspector: Manager: Russell Rocks C. Weeyet 1 Building Official 1 Owner 1 Architect 1 1 Engineer Contractor Other ENGINEERING 20420 84th Ave. S., Kent, WA 98032 1 C1'7 rA Si Ines 1,1 •••••• • e■ •e• • Boeing Caffeteria Client: BEC&E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson Materials Inspected: Concrete Rosteel Masonry Grout Other Approved ED on Site?: Yes ED No Specific Location: Grid: See below Req. Str. Quan. PI.: Sample Size: 6 "X No. of Samples Cast: Slab on grade floor from approx. line 2 to West wall. Sampled at 30 yards Ticket #314066 Cyl. No. 112A 1125 112C 112D 1 Bldg. off. 1 Owner 1 Arch. Seattle, WA 98124 All items inspected are Conforming Non - Conforming to approved plans and specifications. r e f e:.g ran ::: s:>::: s> i;:: :::•:•:«::;::�:•:;<:. }«..: >;. <. <•; >:;:....::<: };::::,. }<.:: > }. }.: .. Cramp e s ............ ........... ............................... Weather: Partly Cloudy Engineer Contractor Other i Pisrtirrrietl Ell Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other mash Elev.: no 3000 psi at 28 days. 56 CY 12" 4 Cylinders Cubes I JUL ft. _ ) IT Terripl. 57 Report No. : WEC Project No.: Inspector: Date: Pro). Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batoh Weights: Cement Sand Gravel Cover Grade Speo.: Grade Used: Compressive Strength (psi) 4310 5910 6190 All reports are considered confidential and are the property of the Client and Wedge Engineering, Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872 -9454 112c 9102.04i Jeff Rabe 6/13/91 East Marginal Way West of 9 -08 bldg. 3 7/8 " 60 F 5 1/2 sack 68 " 517 1440 1950 .; >Rlin th.Gtr1 . Stg�ir€ i � ? ?'•�:s >< ? >: >! ?:s3 >; > " >' >•'<� >; WWF ne eirMar10 <A Dote Tested 6/20/91 7/11/91 7/11/91 Age Days 7 28 28 Hold Total Load (lbs.) 122000 167000 175000 Shear Shear Cone Manager: Percent Air: na % Supplier: Stoneway Mix Design No.: 5500 City Approved Mix ?: Water Admixtures Other Spacing Sizes Used: Manufacturer: Comments 250 max. na no Q 6x6, 2x4 na Jeff Rabe *�/ C. Weaver (/� lent: ddress P.O. Box 3707 MS /4H•07 Attn: BEC &E Seattle, WA 98124 Karl Olsen Weather: Overcast Air Temp.: 60 F Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Yes Specific Location: Grid Line Describe: Sample Number Grid Iriste cioite;Parf ormed Location Grid gas main backfill Elev. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Location Auger Cast Piles Driven Piles Other Elev. Contracto s not ready at scheduled time. Will return ft. Nuclear Densometer tomorrow Contractors plan on digging 28" deep trench and backf (ling with crushed rock. Writer agreed method proposed would be adequate. WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: rri p loe`Obtalned Soil Type Density (pcf) M/C ( %) Comp. ( %) Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Calib.: All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20856 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 9102 -04i 144s Jeff Rabe 7/10/91 Cone Penetrometer Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park ..6498 Rei grlrerrie "u q ::.. am Tests Required 6 614;:; }<Y <: ssSr:' <' > }'': pcf off, Typo: S /N: Calib.: All Items inspected are Conforming Non - Conforming to approved plane and specifications. Inspector: Jeff Rabe Manager: C. Weaver De )th Accept/ Depth Reject w E D Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen : >:.;::•;;:: Weather :,.: Weather: Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Yes Ti Specific Location: Grid Line Describe: Sample Number Grid BEC &E Seattle, WA 98124 Location Grid 10:00 AM to test backfill. actions: Performed: ?ci:i<::: Auger Cast Piles Driven Piles Other Location Elev. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Air Temp.: F Elev. Density (pcf) M/C ( %) slight amount of crushed rock placed. To return tomorrow Nuclea Densome or ft. Sam P les'Obtained Soil Type <�Coiri n Comp. ( %) Typo: S /N: Calib.: •:;:.<.::: ,�< >:.:<::::::::<.;::;::<: Remar Contractors have placed sand bedding over gas pipe and are watering & tamping with jumping jacks. Only WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872 -9454 9102 -041 145s Jeff Rabe 7/11/91 Permit No.: ..6498 Boeing Cafeteria Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Cafeteria 9 -12 building/ Waterfront Park Tests Required Cone Penetrometer All items inspected aro Conforming Non - Conforming to approved plans and specifications. Depth pcf Typo: S /N: Calib.: i1 8 ±iiij ;iEEEi> €:tiii %43iI '•,`,• °. ` %!i %ii iii %ai #'si:' ?`i i i i'Y£'`i i <'i eat Accept/ Depth Reject Inspector: Jeff Rabe Manager: C. Weav Attn: ass P.O. Box 3707 MS /4H -07 Weather: Fair Air Temp.: 80 F Gas main backfill Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Line Describe: s::> �:>:::: s<:;:::? �:•:;:<::>:>:::>:>:;;::<::>r<:>:;<:>::>: s<:::>:::< i<: ::;::: >::::::::;: >::;::; << >:::: ...........So :les':Olitnined r Sample Number Location Grid ( Grid 50'S of NE corner End of Bldg. NE cor North West West South Court Court Court Seattle, WA 98124 Karl Olsen 1 Bldg. Off. 1 Owner 1 Arch. -6" setiirs' Pe►firrii X Surface Surface Elev. Surface Surface 1 Engineer 1 Contractor 1 Other Location Rcirnarke ...::; Auger Cast Piles Driven Piles Other Yes 1 No Elev. Density (pcf) Surface ..130.6 ..97.3 ..122.4 –121.5 ..130.1 Nuclear Densometer M/C (%) ..4.35 ..12.0 ..9.07 ..8.4 ..13.1 ft. Soil Type Comp. ( %) ..95 ..95 ..95 ..98 ..97 ..100 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: 9t. Modifieci,Proctor ?: ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872.9454 9102 -041 148s Jeff Rabe 7/12/91 Boein ..6498 q p.. :: »:Re quireirai�i Cone Penetrometer gas main crushed rock gas main crushed rock Tests Required grey sand 102, 1 23 brown sand 10'S of NW corner 30'W 10'N 30'E SW corner South Courtya d All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Cafeteria 9-12 building/ Waterfront Park Cafeteria >' " Con r a ce:of Wor 102 125 125 102 All items inspected a e Conforming X Non - Conforming to approved plans and specifications. Depth Max dry Accept/ Density Reject ..138.7 ,Accept 11 Accept Accept Accept Accept Accept Inspector: Jeff Rabe Manager: C. Weaver h*� � ,AA n::�ri :1VnIfN .1F :: +J:•J.:.to.,:.,•:: : ^ +J. <. : < +•::: x ?t:,:..•: :::t. :.:: ... '.' • Client: BEC &E ...�;:.�:.•:... ,.,� : r i>Yr.;. •. L ` t -`J••f:,6 ,.• . , : q .• } � +; :. .!:,: <. ��•S ►} F J¢� P' ' 1iiFf' •y. � /f' . :ii ":r�f,�:: i 3J; , , : • , .+ .,r >.'h. .83•.�fCf ..___ nq-�Kv,,{. ::rr<. +.,: • <S?ni.. Report No.: 058q Project Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, Wa. 98124 Inspector: Dan Weaver Permit No.: 8498 Date: 5/22/91 Pro). Name: Boeing Caffeteria Quality :: Copt orins 'sevtiona :atid ReeWttt. >< : Structural steel fabrication inspection was performed on this date at the fabricator Blue Chip. 1. Calibration of the two welding machines was performed by Welder Service Inc. 2. Fabrication has been informed for the second time the approved procedures have not been submitted to WEC end the fabricator is atattinr fob without a..roved sho. drawln.s. No weidinr is to be .erformed. 3. Verified welder certification of Doug J. Dolechek FCAW 1/8" & over and SMAW unlimited. ......:..: ..::.:.::>.,<,.,,.:....:::::,,.:::: �•.::>;;::»F:<>:: ::;,<:;•:<:; >;:::;::;:;�;«,::,: F...:.:. f...,. ��•..,<...,::.: ..,..::.::r:,::.<.. >::..:.: :... .:;:;;: ::::. :. :.,..::. k :. :J::.,:,,.. :.. ..., ::>•ri::::t: o-: ::: .:::::.:... r. .: Qar ht n . .,: : .:.t.:. i ..::,, : •. :; :,;::«;. >:• >:.. NA Spoke with Denny of Blue Chip Fabrication and he informed me that the approved shop drawings are at the detoller and will be at the tab shop by 5/23/91. All items inspected are CQC Representative: Dan Weaver Conforming[ ' Non - Conforming © Manager: C. Weaver f to approved plans and specifications. An report* we cornideled confidential and era the property of the Cliont ord Wodp" Fnoineenrxj Corpoiellnn. flap.oJuc Lan.r, whole or in po wr).o:rt (P� n'rrl ion pe. ml <alon .d'A4C ir. !rr h.dden. w E D G r G Client: BEC &E Attn: Materials Inspected: Concrete Resteel Masonry Grout Other Approved Yes Ell Specific Location: Weather: Cloudy Cyl. No. 125A 125B 125C 125D 1 Bldg. off. 1 Owner 1 Arch. Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Plans on Site?: No 0 0 Grid: Plinths on line 1 @ B, C, D lines. Column closures on line 2 @ A, B, C, D, E, F, and G lines. Req. Str. Quan. PI.: Sample Size: 6 " X 12 " No. of Samples Cast: _ 7/1/91 7/22/91 7/22/91 Date Tested 1 Engineer 1 Contractor 1 Other 3000 psi at 10 CY 4 Concrete also used on 4 benches. m t Age Days 7 28 28 Hold . a.r•1. :..� �y yy :i iN'a:�11'JiYl:iiwY Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Plinths and column closures Elev.: 111.7 ft. 28 days. Cylinders Cubes Air Temp. 62 Total Load (lbs.) 101000 Date: Proj. Name: Site Address: Permit No.: Cover Grade Spec.: Grade Used: Report No. : WEC Project No.: Inspector: 125c 9102 -04i Joe Kjeldgaard 6/24/91 Boeing Caffeteria Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Compressive Strength (psi) 3570 All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872-9454 East Marginal Way West of 9 -08 bldg. 3" 65 F 5.5 sack 718 " 517 1250 1950 on. arm nae at r: [Cone ir'1' Percent Air: na Supplier: Stoneway Mix Design No.: 5501 City Approved Mix ?: Y Water Admixtures Other 240 AEA .75 NA Spacing 60 Sizes Used: #4 60 Manufacturer: na All Items inspected are Conforming Non - Conforming to aeRroved plans and ecifications. Comments 1 2 1391 napector: Joe Kjeldgeard Manager: C. Weaver .... .... ...... .. .. .. ..... ...... .. ...... . ::: }:.:: }: }:: i:•LC i ::::i ::: •;: r,: :..: v :}.�4• }riv:i::r .. rii} :i: }ii: iti } . :: }ii }: i s iiFi i:i: { :• : }:: {; {• +: }: <• }:: {•: { r} }:•} • }:::: } }: }:• } }} ::: ::.::ii i ii ii {::;Y }� r:i i %i:6 : i •:i: %i; % iii:::iiiiii ii::+.:i fr;{ i:;:;{ Y ...........,......v......:. r :. {•:•: {• } } }::•: ::::• {.:::.• i}:: 4•>:: { • is •>::..::: } : {•:; } } ::• }. • :•• } :•::: �: >::::i iii;::: i :•.:i: :i , .:}i{;•i•'F•.i;::% i i ii: {tii; L:: d. : : :i: %i:i 4j: t: } { {4• i% ii} . i }•: n; 4:? 4Y r:•:':{.' r': i i::}}: Y•} r:,: •i'F. {ny;iry }: :• } }: ::: };•Y. { •?f ::i;':i:i} i yµ � O � y R�y ii :•: } } } }: . ::. :r. r ... : r:. n. rF... rr.. r: ... .r.... r......n .:.. ..... .... ... .:: �, �r �. M. :'•.rt . 1. ::::ti :: :: ?rr'. iii: } •': %::it:i::e::j.;:•i:: %: iii' Y::::%:.{: i:::, i:::. tii `::i: {: %::: +i:•'.ti:: i':i:':: {ic::i Client: BECE Report No.: 139r WEC Project No.: 9102.041 Project Location: East Marginal Way W. of 9 -08 bldg. Inspector: Russell Rocks Date: 7/8/91 Permit No.: 6498 Proj. Name: Boeing Caffeteria Attn: Karl Olson ::iiii: {;m:i:;::> r:: ii:.:.} i:;>:::: it : } > <:;isi;<: :,:: } :: : ..... . ...... . . . .... •,...r : .. . . . r.;.;. } }ii::> i: : ... .:..:........:. . . . < ... . r...:.. . . : ..... . F.. . 8YS7EM.: f3A' f.• ...r.:r.r..r:: i: :::,•. . . . .•. .. . . . .: F. .:::, 4. .:.:::: 44:.. . . . ::..,..:.:: 4 ......::.. :.:.......: r.: ....:....... ... . . . . . A:•::::r:.r . .,:{, {. }. :{,}:::::..::::::: r: {:., {• }:;;:; }::. .:. :................... Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen Composite System 6) Fasteners OK 7) Accessories OK 8) Walking Pads OK Installer: Meer Brothers Procedure Submitted: Yes X Approved: NA No Manufacturer & Installer Approved: Note: Must be approved prior to installation, Yes X No %: <: i i'::{•:4:'t }'• %ix i:".:i:: ;i: : %; iii`• : %;::•;:i:;:i +i :. ........:. r. r. :. . r..:.:.:: ••.,:•: • i.: s.•,::•: { •>:44. }•: { { { :ii:�:: {.::rr::.i: {.iii }:Sb } } }:• Ni O .. ... Area (by grid) see remarks Material Used: NA _ worked: Surface Preparation Acceptable: Joints (If applicable): NA NA Fasteners (list number requirement by material class): Hot Coating Temperature: NA Spec: Actual: Weather (Note: if overnight protection will be required): Actual: Sunny Projected: Same Storage (Per manufacturers requirements): On roof- covered ...... ...... . O:: G; ::ii::i:::�:::;`.:: %i•y�;:: %:;i iA::;:;%:y: % > 4: %i: Vii::• .. . . .. . . . :. . .... . . . .. . . .. .:::::.:..;: {<.� WORK.:• STATI,,•• i:. � 4{{:{.:< 4;. 4 ::• »;• :4.•..:•• {. } <• .:.......... , :.::: i REM ARK6{ s% �::;: <: <.:s:i'• >;`i<::::<:<s< %. ?;�� : >:: >:;'::• <.:::. . ..,:. •.... { c> ......<.....r..:...r:.... . NCR Number: NA (if reject) Installer called site @ 0720 and said they could not Number Square feet accepted: None obtain missing materials and would not be working this date returned to WEC office. installation per spec /procedure Inspector: Russell Rocks Conforming MI Non- Conforming M Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or In pert without the written permission of WEC II forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 .r, .. . .... •.:::v:l. ?: :: {. }: ?; • :.::::..:.... .. . .. .. r. ........... ..:::.v :: •: w: :: •F.v. . ...: v;:.:. v; p.••: , r: ; :.:v ,{.: v; .:.w: �::. :¢:....... .. � .... r: r. +•....:.. n... r .?....:n }........ �.. r..:.... n •:. r. r .. .............. :. �? ?:.:v. } }{:• }'i.ti . . } ::i ?: ?v: ;:, v:;: } v: :•::: v : r.w: n.. r.. v: 1.• •:: ?r4 }:Gi ........ .:.::.: r . ?.::. •:::...: : . r. � r r :. .:::.::::. r:: . . .:. r...... ....... >�dirllStGC . ......:....... }.... < :.. ... rrr: r ? :. . ,. r.... r r ,.:: ?... Client: BECE Report No. : 141r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102.041 Inspector: Russell Rocks Permit No.: , 9, Date: 7/10/91 Attn: Karl O lson Proj. Name: 1 B oeing a of fella . } }:::::;: v: n•: +i ::. ?:vi• }? ?• }•• }::: •i }:• }v ..r:.:vr:: ;•r...:.. • '• } " •.:.; . • .; .... r....... •:: ?F• }:�}• ::: } r. ..:.. . .. ? r.:.. : :; . ..:::::m:::r::::. ri ? {•':•4ir {? ?;•.. +•:: i.::: �n :;?•};•}:? ^}; ? ?r {:. }y } ;: ?. .: ..nvq'lr .?.w: .::::.., ..v.. . . } }:i: ;•i } }•?.: ?•'r.?q }111::.1 4;: }: :...::..: r:.:. �:::............: .. ........:......::: ...:.:.........; ........:., .:.,...: ::::::::?:.,: revs? EIVI.; V�ATa:;.}:.:}:.;,..<?.:. ::.r...:..:r::r::.:,:: }:: .::.::..::: :rr..:::::.:. :::::: ;.}. Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen composite system 8) Fasteners OK 7) Accessories OK 8) Walking Pads NA Installer: See remarks Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes No 1�} ti�Fti�: :ti�i:: : 4. 'ii:O1 gi:i:•: vii:i:: ...... ?.......:.......... �...........:... r .....,:.....: .... .:.............. �f`. :1 S. I.(~ .: , qN..f ;��.fS.Rp. }:•: ?r. �<.; }:•:<• };: •: ?.:•. •' • • .:.:.. .. r.......r .....:. .........v..................... 1'i r r, :v: �SilitiS: ..: r : •..j }v:;:•:;}: ...... . .......... • :::.. . ....:.:...... . Area (by grid) See remarks Material Used: None worked: Surface Preparation Acceptable: Joints (If applicable): NA None Fasteners (list number requirement by material class): Hot Coating Temperature: NA NA Spec: Actual: Weather (Note: If overnight protection will be required): Actual: Cloudy in AM Projected: No rain Storage (Per manufacturers requirements): On roof deck & covered .... :.....:..: ;. :.:. : > }.:::..::.: >:? WORK.: STAT18:::, .. .:::::.:::.:...::•::.::.: .:.,:::;:.::: ?:::. .,.•:.•:. >:, :..:..:: }............ .. ...........,. REIViARKS ............. }..............: •:,.::. ,........ NCR Number: NA (if reject) On site 0630. FContractor "Meyor Brothers" was a non- Number Square feet accepted: ..0 union shop. Under union pressure they were pulled off site. Was told to return to WEC, as no roofing work would be done. Installation per spec /procedure Inspector: Russell Rocks It. Conforming Non- Conforming M Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or in part without the written permission of WEC I. forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 ................ :. .... .... +:Ti: }i:'r -: �':G:i :rr.;j: ;..:: i::iv: }{ }:::� } }• } Y' :il: F.;:•:: >Y::Y ?� L +4':ifi •:: :::i:4`.i is i'}i::::::f'bi } ::'• }i :i ::i i:• }Y:. . v} v ::::•' it } }:L•}i}:SS$$ +:i!; }:ti::;::'i:i r. r. .. r 1.n:. .:: v.•:.. ; ? ::.::::::.... ....... .. r. ...: .: :.... :.:.r .. ..r. .. .. ......r .. +. .. .. :.......... n.. ::.+.: fi...,:•$+:::y}::::•$ i> i :4ii`$iii::i:•::L�l :i<;.}y; :: :::: i. }:::•Y: .::.:...,•::.•:::::•::• ::•.:::: :. . r ... .... f...:... . iY�•::. . ,.. : .:. . . r:.+..:. r. �:..,•::•:: r:: •:•:::: i ::. L-;: �} }s: :::•,•;.::.:; : :<:: ..:,1...:v: v :: .:. F,.: ; {:L.{.. /........:. :;;. /..:L..v ..: r: ...5.; :..... . S• };:; •: u::::::.t:n•.v. v:: n; ;.v w: r. - .:::. } :::?w::...,. •::.... ..: r.v. gip...:• :.. �...: r... rr. r..... n........... .r... n. .. ... :•:::Yv:i : } • :v: •:...:: }::} ::.::.. .:...:.... r ..... ..:...i.r. .... r. ... f .. :>ll� � l N� p.�Gy'If 7! q� .....:.......... �:: �.;:.;:.,...;:.;>.:::::: L :.: : ?. >:L< >.. >i:: .:....:::<.:,,:<...:...::..... � r.: ...... ... .. ......: . 141, 1` r.....:.:�:... .....: .....................:............... r::::,: LLC. i:.: vi:• i::.•:::+::.....:• L:. 4 :.:•:. Y: L.} i.:... r.::LL• ::.:;•: > �<: Client: BECE Report No. : 140r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rocks Permit No.: 044, 98' };' Date: 7/9/91 Attn: KarlrOlsonr Proj. Name: Boeing Caffeteria : :..i:..:r } }::L• } } �:: •: .: ..: ..::.;:::::. : .: ; .:•,;L g . }: � :;i } };: : • };:::. >: >� •i:.: : } �:• • }<: v: :: : . ?.;:•i >;i:.i::. }�.::.: +::lSv: x +S•: •..... .. ):i % {i: : :? ?: } }::.::p: ":•. i::vF; ?•r,. }:SLp r. }:•':{Lr ? { {ry•. • ; •p ; • : •.:::: S .v::: n•:::ri Lpii:jt /:•;:.'•ir i. :...::::::::::. } :..,.,.:::.::.:::. �:,.:...::•>:::: L.:::.::.:.. 8Y5TEM ::LtATA:s >ts:: > #: <: ........ ....:+.. s.........:.: ........:......::..:::.:.: L :...::..:.� ::::..:::..:.: •::..:.: Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen composite system 6) Fasteners OK 7) Accessories OK 8) Walking Pads NA installer: Meyer Brothers Procedure Submitted: Yes X Approved: Not Required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. • Yea No v : . .. }. . :. ... .. .. .:. � : ... : } :::: '::: L•;•: �:... � . ; +.:: �•:: ::: i '::: :: . >::;:;•;:• „::..: :: }:. >:::.;:.;.:• ........., } .. : ..CAA LY`...1NS� LC.Aq'ieN: CC. <:?.>.:..:::.: r L:.::.::;+:..,. :+. �::: .}:::. �:.: �.:. . �:.:; o:.:.::::.::.. t .:; ....<,. r... ...........:..:. : ..,. A fib. Rp........ Area by grid) "C” thru "F" on West side of wind wall Material Used: 1 thru 7 worked: to center line & East side parepit wall Surface Preparation Acceptable: Joints (If applicable): Clean & dr Parapit wall Fasteners (list number requirement by materiel class): Hot Coating Temperature: 5 "L X 1 per 2 sq ft, ISO board & bottom Spec: 400 F board to metal decking Actual: 395 -400 F Weather (Note: if overnight protection will be required): Not required Actual: Cloudy - cool no rain Projected: Cloudy In AM, sun in PM Storage (Per manufacturers requirements): On roof & covered ::::L::i} $: is •::.: }:>• :..;: •.::•::.: } }:: WORK .S: A ...:....: ..:................::, L..::;;?.: r.:,......: ......:..:...,.:..:.:::.:. ..L...REMARK S::;•< : s L;: LS:}: 0:•:L:.r >: >:: ><:: >.z:c;M. NCR Number: NA (if reject) Correct materials delivered work resumed. Number Square feet accepted: 400 sq ft Installation per spec /procedure Inspector: Russell Rocks / Conforming X Non - Conforming Manager: C. Weaver /�,/ All reports are considered confidential end are the property of the Client end Wedge Engineering Corporation. Reproduction in whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20856 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olsen Weather: Fair Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Specific Location: Grid Line Describe: Gas Location 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Air Temp.: 67 F Auger Cast Piles Driven Piles Other Elev. Yes © No El ft. Soil T e Tests Required Location Grid Elev. Surface Surface Surface Surface Surface Surface Density (pcf) ..134.1 ..138.0 ..134.7 ..132.5 ..139.5 ..130.4 M/C ( %) 8.6 8 8 8 5.2 5.2 Comp. ( %) ..97 ..100 ..97 ..96 ..100 ..9 5 Depth ................. Accept/ Reject Accept Accept Accept Accept Accept Accept Nuclear Densometer 6" sand bedding rest of backfi I 2' Is crushed ock. Contractors are watering with garden hose & compacting with jumping jack. WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 9102 -04i 149s Jeff Rabo 7/15/91 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: »: >� m t li: s> i<; fE»:< r � :: >:;<: > i':<: > �:<:' << >: >: >�::s Type: S /N: Calib.: n e Location Confo'r'm'a'nce .o f:V All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Type: S /N: Calib.: All items inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe 138 pcf X Manager: C. WoaverG/ " ;r,..'fiT:• }': { �:. � r:: } }:v. �:::v } };.; i!r•.!v::w:. �: w:. :.w;::• : :. +.:w:.v..L:!: ii:) ii; i:$: ti:: i•:`• i:•: 4: �.;.+.:^: �{!!. i}:+ G:!+.!•;! LT}}T}::: r.T:T;•} ^.,i. }:•:ryT:!.y$:•T: :i !!!t�' ::: fw. .: rv:::!•ny:: r.i:r. Nr. } •.::: r..: r..r!: }f; /• };f•i'r'!4: �.. .: .:' f.:. :yiiTi li .. < :,•!J..i•K!!:::.y, r. ... ' � ': I��l�IM yY y/y •�•� : > ";3:�iii:•• •} ii :4: ^:•i 'r{:: ?:T::!y >, }.i smog �f�}�! :.}/' r �: }•::. is :• !:v .: ..... ••........ :. Client: BECE Report No. : 143r Project Location: East Marginal Way W. of 9.08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rocks Permit No.: t . ; ! f4.90" Date: 7/15/91 Attn: Karl son Proj. Name: Boeing Caffeteria :.....: LT }:•.::: •• •.: !,:: . :.:::: :::: . :::: :: : : :.iT:..:•:r::::::.�! >fi TA:::>:::>:: s:<: :»::>«: :.sss >::::•..::;s:: >:: >>:::s: >� •s:e;:: :;;rf: »:< #::s:t:> s:: ;:::•.,: �:<';:;:;:>;; i T:, s;, a: c; !.:.:;•TT;:•T;•i:.ii:.:.i.y:•; .... rr.. ... ..:.......,!.;.�:.: � .; < T::. > is : . y �. . . : T• : r : :. y : . : < .� < l: : •�.: ,. : .:: ! : •.S1/STEM. A Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK — Roofing System: Modified Bitumen Composite System 8) Fasteners OK 7) Accessories See none 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No }: �!$ . .. ..::{T.;!.! i !ii':: ::ii:'�!;; }ti:r! <•i:,, •i:T:!!::i't'::�4: '' ., '� . ' �. . .. J.: i s :L;ii .r. ..: ..f. .:. rf .:. r .r..... : n .f..vv. r.:: !•:: x:: v.:: f»•r: :!..L. . • � �� : '" �:•f.�. A'i'l �<::t::::;:g::.,•.! :;•Ta: C' Area (by grid) From "A" line North to "D" line Material Used: 1.6 worked: From Bldg center to West side Surface Preparation Acceptable: Joints (If applicable): Clean & Dry NA - Fasteners (list number requirement by material class): Hot Coating Temperature: Spec: 400 F Actual: 403 F Weather (Note: if overnight protection will be required): Actual: Cloudy- -Cool Projected: Cloudy poss. rain showers Storage (Per manufacturers requirements): All items stored on roof - tarped & weighted, vapor barrier was closed off on area worked. .:: •:::.,: .:: ?, • .:: !::::.:,..... : :. , ., - ..,,. il i:: ...: .................. ... ::•TTT:::::::•.:: ::r.::• ::.r..:::::.r:: ::.: :•::•:::, f::: f: ..: :.T ::r:: f::! .::.::,�:.:: .., .............. �................. W:: ORK. ST ATIS. . . .. . ... r,::..,... : , .. TTTT: ii i , T »:,•:�'•}}:•; ::!• }i,. :.,may.:•;•. rr : . :}:: . . ..?::::: i. y;:.}:! .:.:..:...... :..,.:.<•:!:.s:;r >:: >r.REMAR Si;:>;•:: f .:.,.:::,.::.:...:! T : ....r ' .,........... , ... - '- ! - ,,.,.:.: :. } . ! .L: . NCR Number: NA (if reject) R -7 boards were cut wrong -no taper thus the shift was Number Square feet accepted: 0 sq. ft. (see remarks) cut to 8 hours. Also no work could be completed. Come. a•.rox 500 s• ft to va•or barrier •oint. Installation per spec /procedure Inspector: Russell Rock Conforming X Non- Conforming / Manager: C. Weaver (`' All reports are considered confidential and are the property of the Client and Wedge Enpineerinp Corporation. Reproduction in whole or In part without the written permission of WEC is forbidden. ENGINEERING 20658 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (208) 872 -9454 .... ......:: •:. ' . r : : : : ;i v:• ii; } %i iiiii: +: i'� 4 i:•i:: 6 i is ^ :?r: {• i: �i :i:• `fi:•? 4 {•i ii: ^:;:ii:::•' viii:::::i:• ::' ii:;:;: i : %:'•::i %i: } %;:i4i i {:?:'i:v'r i': ? % :i i:v? }:: ;^ i i ii: ii; $ii:v:• i :: i {: i:% iiY ^$ {r.;;i . r. n .... r.. r... ...•n.................... r. r .. ... : : y... .. u : r4: ,f,., {. ; r•:.: w: v. :wf.:v;:;r::iiiviiiiii:i ?v i:•: K , y�y�+`�( � �y dy�lIyl Jlli1'' �i: ii:'}: tiiir: � i :: �:::: i:; i i; i :% i':;; isi?: i �% ii'' ::: { {ii+:ii : ........... .. .... r.:. ....... Ii '�•il {• ::r +: ? { ?•i: • i' bii:?% i : + 0: 4 i :v i : •iii:•i i: { {{4:4i' ?{{: {•Y.:•i :v ii: ?< 14ii �y 4' {i: %: };: +i ::�r �:::i:: ::•:.i •: : :•ii:: ??.f rr• % r ? ?.: :•i:4i' ? { ? {•i:•iii:•: ?ii': :ii•:•r +: ii ?.iii:•: /�5y yy :•:• ii:•: •iX•i: {v::'r.•: +: iy; {�i i i:v: r.... ....:r. n: :,,. :;• . :.: .... . .....:... .........: r ......:.... n ........ ... .! IM M/'.IIY.. . .... .... ...... ... . ............. ....v:.. ........ ........ v. :.y.i i:.ii' Client: BECE Report No. : 146r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rocks Permit No.: .4 '1'08, Date: 7/16/91 Attn: Kar Olson Proj. Name: Boeing Caffeteria :<:8.1(ST.EIVI s DkTl1I«::>> ;:;::•' •.:<<: >< M:::a:<:::: >:.i:.ii ii i::Ni ;: ?.i:.i: ?;s: »:: »> M Manufactur (a): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen Composite System 6) Fasteners OK 7) Accessories OK 8) Walking Pads Na Installer: Meyer Brothers Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: • Must be approved prior to Installation. Yes X No isi ii ii.is.i:<'i :.i ?. >;ii::i;: {• i. i.: ......:.....::....:::.:•i. ?:•::•i :...,.. ':;:::iii >s :,:: ::::i; ;:. ir. •: ;ii ;ii ....:.:. . ?:.:.:....:.... r. , ..tNS A't l ' N i C >::: ss>:>::> �: : ?:........., .................. >%i : %:i:i iii i.iY : •.i'Y:: ,:. i•f.;:,.i:.::,,:..; .. ?i,:ii. <.:::rsi: .,.......:•<. ....,•...,.i,.•. <: i ....:.....:....?. ..:..r......:..t�A)f.Y.. 'f`Alt.... Q . ft� Oap....,.:.::..... •.•..., ,..•..•..:.•...•....;,,; i Area (by grid) West of "2" line from "C" line North to Material Used: 1 -7 worked: "F" line and equipment mounts East of "2" line. Surface Preparation Acceptable: Joints (If applicable): Clean & Dry Laps on "2" line parapit wall Fasteners (list number requirement by material class): Hot Coating Temperature: Spec: 400 F Actual: 395 F Weather (Note: if overnight protection will be required): Actual: Partly cloudy cool some wind Projected: Partly cloudy chance of showers Storage (Per manufacturers requirements): All material covered on roof work done is buttoned -u. : isii:.ii:i;iii:i:: is >::::::.�:. .. . ::: i; . ... . ..... ......:•.. : :• ....•.... {.i: {.; >: {.;:.i ;;:, i:?{{{.:. : ?.: ?.ii::: >... . . ? «: ? .: WORK:. StATiS.:. : ::: .:::: � : : : : :: : : : :::.: : . •::::::. .:.:... ...: :.:. .:....:.. r..:.;::::. r. :• { ': i i::i i.:';:: i;:•:i: � ;i'r::v::i:;:;: ?i;'fi ;;�:: 4• {.; ?:C: ? :ti i . . . � :.:: : : { . :. .:: . . ::.. . ::::.: . :. ..i:::•: ? ?REM .. i< S .................. ..... ................ ::,: .�.� :,.:;.i NCR Number: NA (if reject) Approx 1500 sq ft comp to vapor barrier cover sheet Number Square feet accepted: See remarks 200 sq ft (torch down) not on. Except on Eastside of "2" line around equipment mounts & "2" line parapit wall. Installation per spec /procedure Inspector: Russell Rocks Conforming X Non - Conforming • Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or In part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872 -9454 .yi:•:: }:rr n .. :: }Yi: ?{�� }i }:: :•:'• }. r.n•n$•+:• }i :$ri { , i ?:i; {•$i:G:: ?• }iii': ? ?': ?:... r:f ti;'� v: v:v }.Y: ?:Y:;::r� :L:: ?.: •'. i$i}:.; {• } $ ..r:: ^: r: i}: ? {.....r ?S ... j::j:y.•:•$,r..,$F i: a$ / y � �j.r MN:.r1fi1�2tii:'� ; tr: ±; �;•`;:•,:':; ?$ ?:`: ?; {. .. r... .r... ..: ::: .r..........r.n...:; f: !:•m :::::::: .:; }:: }:::: � w: x:: } }::: n.: �... ...:: F.•::: .�:n•.: i�$r }:::i: } } v ::::...: Y Client: BECE Report No. : 142r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rocks Permit No.: - Date: 7/12/91 Attn: Karl Olson Proj. Name: Boeing Caffeteria ..:..... r..:... ..r.:r...r ..................... :. r.... .:................ •. .............::.......:........ r.. .... n: i••: i;}; i:. ;f•i:•; } >; }:• >:• } } >: }� :•:::•:}> . •: •:: • n:•: {.::: ••.:.. ::: •.:.. ... ..; ..; r. ;., ..::.:::•. n ?! ::::: Yv::: :: •. w•:::: r:v: r.•::v. ... r: {.:: rr.:�' .}:.. r: v .. . r.r.. .......:. .. : .:.. :r. rr.. «.. $r. r. .r ... .... r}:.:.: r.. ;..: }:: 3.•.S ?....1. r....... . n... �......:.. x.... n.......,. 3....... n..... n...{: i}: 3. r. {!,.}+. } { :,;;.;i.!•4:nii }: :.:: {• }};: i. }'r, } }:;:n:;w:::: : 3.•:,.... r: f>., xn;: {•: �•n ?::•::::n•:::.::: : �•:< .:..:........................& YS�' EAA. I�AY/ 1...............: ......:..................:..... {................... ......:................. Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen Composite System 6) Fasteners OK 7) Accessories OK 8) Walking Pads Na Installer: Meyer Brothers Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No n•:::::: ::n .::::::::::::..r.. ::.:. .::.::........::::r:::::., ... . ;.. ... r r: r.: .� :::..::.��:.i: { • i$ :z::., .. 3 n•:v:.::: wn �: •::::::: ::::: :r•n•: •:} :•: •.�v ::. • }: rv:: •:: n•r:n:: .: � i :.� :. .: : � • : :: .:: :i.rrr: a { '?•f.: .,: .. c.: ........................ rr........... ..•..,.::: { .<: ?•:1yAlfYtNS I. LAT.)4 N .:. �CfiA.:s:• {, ...... ;Y;: {:$::: >s >$> •.. ...i:r,: ?. .rr::.. . }.;� >:$ ... Area (by grid) "A" line North to "E" line from screen Material Used: 1 worked: well to West Bldg. center line Surface Preparation Acceptable: Joints (If applicable): Clean & dry NA Fasteners (list number requirement by material class): Hot Coating Temperature: Spec: 400 F Actual: 397 F Weather (Note: if overnight protection will be required): Actual: Cloudy & Cool Projected: Rain showers over weekend Storage (Per manufacturers requirements): All items on roof were tarped & weighted, vaper barrier was compieled on area worked. . {'!• • Y ........... ..:. v; .� }:{ .}•}:• } }:•}: { ' 4}.• { `v } : }:•: }:C• } >: /.; } ^ } }.• .:... W.0RK:.S'1'AT1S:;: >$::i•: i$:{�$,<:$$: >$:;: >:;.,.:. :. { } ' { : }i }ij ::�: }::•:•Sj {:` •:.{. n::.. RE MARK S>><:<>::::#:>`: : >:`:`a<}•:.::.; ::.. }; }:.:n NCR Number: NA (if reject) Work scheduled for this weekend was cancelled Number Square feet accepted: 500 sq ft. by Boeing Co. This will again extend the scheduled completion of the roofing work. Installation per spec /procedure Inspector: Russell Rock Conforming X Non - Conforming M Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or In put without the written permission of WEC is forbidden. w E ENGINEERING 20858 84th Ave. S., Kent, WA 98032 (208) 872.9451 FAX (206) 872-9454 • Client: Address Attn: BEC &E Karl Olson P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Materials Inspected: Concrete Rested' Masonry Grout Other Approved Plans on Site?: El Yes © No Specific Location: Elev.: 111.5 ft. Grid: Between lines 2 and 3 from A to H. Plinth locations on 1 line at E, F, G, and H lines. Req. Str. Quan. PI.: Sample Size: 6 "X 12" No. of Samples Cast: 1st load truck #338 2nd load truck #342 3rd load truck #309 4th load truck #333 5th load truck #309 6th load truck #337 7th load truck #333 8th load truck #344 Y Samples taken at 42 yards ticket #314640 P Weather: Sunny Cyl. No. Date Tested 120A 8/26/91 120B 7/17/91 120C 7/17/91 1200 1 Bldg. Off. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other 3000 psi at 72 CY ' g' 6tlGrie` sPtirfrYritia `tl?«<<�;�<�. > >' >'.'r'.i:: <,•: r•:::•::•::. 4 d tYle slump 4" slump 4 1/2 samples taken Completed slab on grade Used for plinths same mix Age Days 7 28 28 Hold Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Plinths 28 days. Cylinders Cubes f Air Temp. 64 Total Load (lbs.) 108000 132000 133000 INJ Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Grovel Cover Grade Spec.: Grade Used: 4670 4700 120c 9102 -041 Joe Kjeldgoard 6/19/91 Boeing Caffeteria 'ate ;di <iiiEiE n %ri; see remarks 70 F 5 1/2 sack 7/8 " 517 1440 1950 60 60 Conforming Non - Conforming a Way West of 9 -08 bldg. East Marginal y . g Water Admixtures Other Spacing Sizes Used: Manufacturer: Percent Air: na ek Supplier: Stoneway Mix Design No.: 5500 City Approved Mix?: Y 250 no na #4 na ..:. ::::::.:::.:.. �...:.. :::.:..: •:....... �ortAtt�i�iifi� �a #.: >Wwic's:: >:: `: ?:`< <: >» i :`;; "'.i.... All items inspected are X to a roved Ions and a ecifioations. ............Gnrn "nee ive` 'iron t �' � � ~• ~• '" 11::E 2111:1111: Compressive Strength (psi) All reports are considered confidential and are the property of the Client end Wedge Engineering. Reproduction In whole or In put without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 3820 Shear �� - Shear Cone, Split nspector: Comments Manager: C. Weever is Joe Kleldosard May 6, 1991 4 -7300- LAG -91 -0292 Mr. Larry Lunsford Project Manager Ferguson Construction 7433 5th Avenue South Seattle, Washington 98108 Subject: Reference: City of Tukwila's Request for Additional Information Concerning Underslab Design Dear Mr. Lunsford: At our weekly construction meeting on May 1, 1991, R. Spruiell of your organization stated that the City of Tukwila had verbally requested the soils report which indicated a vapor barrier is not required beneath the floor slab. Please find attached a copy of the soils report prepared by Dames & Moore for the 9 -12 Cafeteria. Per Section 5.2 on Page 4, minus one - inch crushed rock is required immediately underneath the proposed slab. There is no visqueen vapor barrier required. I have also attached a copy of RFI #37 in which the design architect deleted his requirement of a vapor barrier as long as the city inspector did not require it. Please provide this information to the inspector from the City of Tukwila. If you have any questions, please contact Carson Hornor at 544 -1479. Very truly yours, L. A. Gay or Construction Manager Construction Management Org. 4 -7300, MS 4H -07 Phone 544 -2659 CGH:df File No. DCA 756 A -1 Boeing Support Services P.O. Box 3707 Seattle, WA 98124 -2207 Construction Management - BMA Projects Bldg. 9 -12 Cafeteria, Waterfront Park and North Developmental Center Site Utilities Developmental Center, Tukwila, Washington Contract BECE No. 90 -5013 RE@MMEg'l :JAY 0 8 1991 rERGUSON CONSTRUCTION N rATT! F. wk 98; ,,s, GEOTECHNICAL STUDY PROPOSED CAFETERIA BUILDING 9 -12 DEVELOPMENTAL CENTER SEATTLE, WASHINGTON For THE BOEING COMPANY JOB NO. 00695- 477 -016 June 19, 1990 DAMES & MOORE GEOTECHNICAL STUDY PROPOSED CAFETERIA BUILDING 9 -12 DEVELOPMENTAL CENTER SEATTLE, WASHINGTON For THE BOEING COMPANY JOB NO. 00695-477-016 June 19, 1990 DAMES & MOORE The Miller/Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Attention: Mr. Norm Strong 5 copies submitted C•003• (1 •016 \CAFTERIA.RPT IM DAMES & NIOORE . A 1 500 MARKET PLACE TOWER. 2025 FIRST AVENUE. SEATTLE. WASHINGTON 98121 (206) 728.0744 June 19, 1990 Report on Geotechnical Study Proposed Cafeteria - Building 9-12 Boeing Developmental Center Seattle. Washington Dear Sir: We are pleased to submit five copies of our "Report on Geotechnical Study, Proposed Cafeteria, Building 9-12, Boeing Developmental Center, Seattle, Washington," for the Boeing Company. This study was authorized by Boeing Work Order No 90-0574, issued to us on May 24, 1990, under our Basic Agreement No BECE 89-56 with the Boeing Company. It was conducted in accordance with our proposal dated April 18, 1990. We appreciate the opportunity to work on this project, and look forward to our continuing involvement. Should you have questions or require clarification of any point, please do not hesitate to contact the undersigned. Very Truly Yours, DAMES & MOORE Harbahs L. Chabra, P.E. Principal Engineer/Associate REPORT GEOTECHNICAL STUDY PROPOSED CAFETERIA BUILDING 9 -12 DEVELOPMENTAL CENTER SEATTLE, WASHINGTON for THE BOEING COMPANY 1.0 INTRODUCTION We present in this report the results of our geotechnical study for the proposed Cafeteria, 9 -12 Building, at the Boeing Company Developmental Center on East Marginal Way South. Our services have been performed in accordance with Work Order No. 90- 0574, issued to us on May 24, 1990, under our Basic Agreement No. BECE 89 -56. 2.0 SCOPE The scope of the services performed for this assignment was in general accordance with our proposal, dated April 18, 1990. Specifically the scope of our services includes: • Two borings to a depth of about 45 feet, with sampling with the Dames & Moore sampler at five foot intervals. • Laboratory testing, comprising moisture, density and grain size analysis of selected samples in our Seattle laboratory. • A report providing foundation recommendations for spread footings, and recommendations for site grading, excavation slopes, base preparation, and for installation of utilities. • An estimate of the site seismicity. 3.0 EXISTING CONDITIONS & PROPOSED DEVELOPMENT The site is located within the Boeing Company compound off East Marginal Way in Seattle, Washington. It is bounded on the northwest by the Duwamish Waterway and on the east by Building 9 -08. At the time of this report, the site was paved with asphalt and was being used primarily as a parking area for Boeing employees. We understand that the general vicinity has been filled, and that the surficial material up to about 15 feet in depth may be fill. From previous work in this area, debris such as metals and wood could be encountered during excavation and drilling activities. The proposed Cafeteria is understood to have an area of approximately 17,000 square feet, and will occupy a strip about 200 feet wide, immediately adjacent to the Duwamish River. The building will be a lightly loaded, single story structure, with a maximum height of 25 feet. An outdoor dining terrace and waterfront park will separate the structure from the river. D:\'t E' & MOOR E 4.0 SUBSURFACE CONDITIONS The soils at the site were similar to those encountered in adjacent areas of the Boeing Company property during previous investigations by Dames & Moore. Generally, the soils comprise alternating strata of silts and fine to medium sand. Under the surface asphalt, the soil strata can be summarized as follows: • Soft to medium stiff silt, 0.5 to 8 feet. (Fill) • Loose to medium dense silty fine sand, 8 to 30 feet. (Upper 3 feet probably fill) • Medium dense sand, 30 to 40 feet. • Medium dense interbedded fine sands and sandy silts, 40 to 45 feet. Specific details are shown on the boring logs, which are included in Appendix A. Laboratory test results are shown on the logs and in Appendix B. The ground -water table was measured in the standpipe piezometer, installed in Boring B90 -01, at a depth of about 10.6 feet. There is likely some seasonal fluctuation in this ground- water level. 5.0 ANALYSIS AND RECOMMENDATIONS 5.1 Spread Footings We recommend that the proposed structure be supported on strip and individual spread footings founded within the surficial soft silt on a minimum thickness of three feet of engineered fill, i.e. compacted imported clean sand and gravel. The footings may be designed on the basis of an allowable net bearing capacity of 2500 psf. Footing toe pressures can exceed this value by 33 percent, for transient loading such as from wind or earthquake, provided the average pressure does not exceed the allowable. The surficial soft silt should be removed beneath the footings for a depth of at least three feet. If deleterious material such as organics, or organic rich materials are exposed, this material should be removed prior to placing and compacting fill. The exposed material should be viewed by a Dames & Moore soils engineer to determine its suitability. Where excavation is carried out for individual footings or for a strip footing at the perimeter of the building, the extent of the excavation should be such that when the compacted sand and gravel is placed it occupies the volume within a slope of 1H:2V down from the edge of the footing. This will take into account load spread from the footing. Footings should be at least two feet wide. They should be founded at least two feet below adjacent finished grade, for frost protection purposes. The material placed under footing elevation should be a minus two -inch clean sand and gravel with less than 5 percent by weight of fines (passing the No. 200 sieve), placed in eight -inch thick lifts (measured loose), and compacted to a minimum density equivalent to 95 percent of modified Proctor maximum laboratory density (ASTM D- 1557). 3 DA mu. e. Moon Resistance to lateral movement of footings may be estimated on the basis of passive earth pressure and the coefficient of friction between the concrete and the surrounding soil. An allowable equivalent fluid unit weight of 200 pcf may be used for calculating passive earth pressure. The allowable soil -to- concrete friction coefficient may be taken as 0.35. 5.2 Floor Slab If site preparation is carried out as recommended below, the ground floor slab may be soil supported. A modulus of vertical subgrade reaction of 250 pounds per cubic inch may be used for slab design. Concrete, asphalt, organics, and other deleterious materials within the limits of the proposed structure should be removed. A minimum thickness of 1.5 feet of compacted granular material should directly underlie the slab. This material should be a minus two -inch clean sand and gravel with less than 5 percent by weight of fines (passing the No. 200 sieve), placed in eight -inch thick lifts (measured loose), and compacted to a minimum density equivalent to 95 percent of modified Proctor maximum laboratory density (ASTM D- 1557). However, the top four inches, immediately under the proposed slab should comprise minus one -inch crushed rock, compacted to the same specification, to provide uniformity of support and a capillary moisture break. Additional fill required to establish planned floor subgrade should comprise the same clean sand and gravel as recommended above. Placing and compaction should also be carried out as recommended above. 5.3 Settlements We estimate that total settlements for footings designed and constructed as recommended above may be about 1/2 to 1 inch. Differential settlement will be about half of the total settlement. Settlement of the floor slab will likely be in the range 1/4 to 3/4 inch, depending on floor loadings. Approximately 50 percent of the settlement will occur during construction, with the remainder occurring over a period of several weeks after construction. The above settlement estimates assume that the finished floor grade will not be more than one foot above existing grade. We should review the settlement estimates if the grade is raised more than. this amount. 5.4 Utilities Backfilling of utility trenches and other excavations required for construction of the proposed structure should be with clean sand or sand and gravel. Based on the borings, we do not consider that the excavated site soils will be suitable for backfill. Fill should be placed and compacted, as recommended above. 5.5 Liquefaction Assessment This assessment of liquefaction potential is based on evaluation of soil conditions at this site and review of previous Dames & Moore liquefaction evaluations of nearby sites. We have not performed specific analyses of liquefaction potential at this site. Such analyses would be necessary to provide a more detailed evaluation of the liquefaction potential, and to estimate the magnitude of associated settlements. 4 In our Seismic Design Criteria report to Boeing, dated October 27, 1989, we indicated a peak ground acceleration of 0.1g would be appropriate for Category III, normal risk /conventional facilities. We are of the opinion that the site soils generally have a moderate potential of liquefaction under this level of peak ground acceleration. If liquefaction did occur under this acceleration level, we anticipate that it would occur in discontinuous soil zones. Soils most likely to liquefy would be fairly clean, loose to medium dense sands below the water table. Soils with significant fines content, or a greater density would be less likely to liquefy. Peak ground accelerations of 0.15g or greater would lead to a higher potential for liquefaction in many of the site soils, and greater associated settlements. 5.6 Site Seismicity Based on the Seismic Zone Map of the United States, as presented in the Uniform Building Code, 1988 Edition, this site is situated within Seismic Zone 3. Therefore, the facility should be designed and constructed according to the regulations and standards contained in the Uniform Building Code for Seismic Zone 3 construction. Based on the data from our investigation, we recommend that the Soil Profile S3 be used for design. The corresponding site factor should be taken as 1.5. 0 003•[- ]•016 WAFTER IA.RPT 6.0 FURTHER WORK Excavation, backfill and compaction should be monitored by a Dames & Moore representative. This will provide confirmation that deleterious materials have been removed within the proposed building limits. 7.0 CLOSURE We trust that this report provides sufficient information for your proposed project. Should you have further questions, or require clarification, please do not hesitate to call the undersigned. 5 Very truly yours, DAMES & MOORE Harbat L. Chabra, P.E. Principal Engineer /Associate a z45:4 - 7( Richard W.M. McLaren Senior Engineer a .. 3 c�i to 3 N 0 Scale in Feet 60 120 Topographic Baseline 94 +16.17 W • Existing Parking 316.31 Reference: Building Footprints, Baselines; Survey Marks -and Other Features Taken From Boeing facilities Map Entitled 'Index Map', Provided by Boeing Construction Services. KEY: 890 -01 9 8ori and phic Baseline 7W Existing Parking 120 Reference; Building Footprints, Baselines, Survey Marks and Other Features Taken From Boeing Facilities Map Entitled 'Index Map', Provided by Boeing Construction Services. 316.31 �� .. MCKiddy Monument KEY: 890 -01 Building 9 -08 Footprint Boring Location and Number 192195.515 N 1637360.455 E Washington State Plane Grid (North. Zone) . x 6° 51' 16• Washington State Plane Grid (North Zone) Plate 1 Boring Location Plan Proposed Boeing Cafeteria Boeing Seattle Dames & Moore 1, Controctor to Construction Engineer ' i 2, Construction Engineer to 3. Project Engineer 4. Design Group 5. Project Engineer E. Construction Engineer to Contractor Subject: 0 Initial Attcchei Data. Design Action Cormen l D; C. PLANT ALTERATION PROJECT SHOP DRAWING TRANSMITTAL (CONTRACTOR SHOP DRAWINGS) 0 Partial te Project Engineer K /c to Design Grow) to Project Engineer to Construction Engineer C- Final 0 Complete Submittal No. QN.V.rc For 11 a tz_is41_,_ _ 1-r.i _ + 'l ` i t Contract No, �1-v Contractor REQUEST FOR INFORMATION PROJECT: E: �cx Q4 4'/(algl Mc k-e rog_ V N WI Th C-p► c Tb--tA 7-r � - r L-e -co f1� Wcrog-S . P -t-L.D4 2 - -rep - DW6 . 41 ' M . 9V-2 4/12M ( RESPONSE 19•i; CONTRACT NO. BECE 90 -5013 9-12 CAFETERIA DEVELOPMENTAL, CENTER FC JOB NO, 285590 REFERENCE DRAWINGS: t/, L.ous.■criev i<P7Araa 0.1 COMM PHONC / 77 -3�/O US UES7'i <see 0 a vA16 • .77 C50/ GS ,:grIG,€1- S7T `S '77/.6 cSG rte ' 0 / 1 ) ' l ',e/9z S//t, t L /Et-r.. ye f4 7 6 c- / /I1 /A/uS C,C(A.6 / ,eaCK /m/77CV /, 7 Z y Bet ) Scrt - 6,e4r,F. S7 G ru, AL. PG /M' /4.)13, G1terF 2 ` UD G ttyE- z77/6 :R V.4r6r Aie/e/ , GU MGN 4167 77trz, c5 -c z- ,et e e ) e - f '} -tom' EXP /e7'l)G , - a [.-73 w/ 7' 7 P P ,- n�/ fir - m r r s, 9 /v ,Pa; t319 E/ Me `T 7uc2 S f C't>age' Alc /toe, / A. s. RECEINEn) APR 0 8 1991 MILLER/HULL PARTNERSHIP No. REV. PATE: SHEET ,/ REFERCNCE c v.C.(,)• . . RFI: 3 7 I.a1.1T. •[1 v7 ( �'n� 1 l l l PA-rnes flithrev26- 6, 45 /3067,1 - C•t;r'ewe. . 4/ V/ 11/ 0 Resistance to lateral movement of footings may bo estimated on the basis of passive aase pressure and the coefficient of friction Let'ea,t the concrete end the surrounding sell. An allowable equivalent fluid unit weight of 200 oef may be used for calculating passive earth pressure. The allowable soil•to•concrets friction coefficient may be taken es 0 3S. 5.3 Floor Stab If site preparation is carried out as recommended below, the ground floor slab may be sots supported. A modulus of vertical subgrade reaction of 230 pounds per cubic Inch may be uo d fOr Slab design Concrete, asphalt, owlet, and other deleterious materials within the limits of the proposed structure should be removed, A minimum thickness of 1.5 feet of compacted granules material should directly underlie the slab, This materiel should be a minus two•Inch clean and and gravel with less than 1 percent by welghl of fines (pasting fife No. 200 sieve), pieced in eight•Inch thick lifts (measured tom), and compacted to a minimum density equivalent to 95 percent of Modified Proctor maximum laboratorydenslty(ASTM 0•1537). v th ter inehat Intmadlatel p r • . r h • .. • . • sb should co Is I w on •Inch crushed roe eom.acte to t to gam• $.CC tattoo to •rev •e tent orm t 0 so • Ott an a CS • It m0 slure •see Additional fill required to estsblitit planned floor sobered shoatd comprise the same clean send end grave( as recommended above. Piecing and compaction should also be corded out as recommended above. 5.3 Settlements We animate that total settlements for footings designed and constructed as recommended above may be about 1/2 to 1 inch. Differential settlement will be about half of the tolat settlement. Settlement of the floor slab will tlkely be In the range 1/4 to 3/4 Inch, depending on floor loadings, Approximately 50 percent of the settlement will occur during commotion, with the remainder 000urrtng Over I period of severe! weeks after construction. The above settlement estimates assume that the finished floor grade will not be more than one foot above existing grade. We should review the settlement estimates if the bride Is raised more than this amount. !.1 Utilltiee Dackfliling of utility trenches and other excavations required for construellon of the proposed structure should be with clean semi or sand and gravel. Dated on the borings, we do not consider that the excavated site soils will be suitable for IA 04111. Fill should be placed and compacted, es recommended above. 5.5 Liquefaction Assessment This assessment of liquefaction potential is based on evaluation of soil conditions at this site and review of pre vl0va ClImes ds Moore liquefaction evaluations of nearby sites. We have not perfumed specific anul)ses of liquefaction potential at this site, Such enables wovld be necessary to ptovide a mote detailed evatwticn of the liquefaction potential, and to estimate the magnitude of associated settlements. 1 n .S1.4.6t • 5'' SLAQJ O)4 GRA WI E,A. WAY (2 PRAYS) 1A (S J ) lerwiromar Ardis ainnic%arawAAr�� g i • • • Z�� gui BOEING 9 -12 CAFETERIA (CLARIFICATION 6t va c2 '• 0. b . R.F.I. REFERENCE:�� DWG. REFFRFN('' C -I't7 DATE: 4-h2.../1( The Miller / Hull Partnership Architecture and Planning f �.� . •1 ?' . r/. ..1 N;:%:.., v . : .y. r .J, ./.70;,,,,„:"".. "•'''''.--:..-i. I % .SF <Yr'::'•.Sf n`+ l' }'�v%f i`: , 5� [I L� �r,j f..•�H'. •, � • r .. / Seattle, Wa. 98124 I Inspector: Jeff Reb Permit No.: 8498 D Date: 5/30/91 Proj. Name: Boeing Caffeteria • : � <:: h:s< r,:... /�".. r, v.4, .. �. ,•. � f. • • :..�.. . •r34t ++F:�:t :;.: ^.' r° r: �. fi�aJd .,F,. >: %'.la�:a`r:,Sisy;:lFJS� 5 r Ran sieve & proctor on new material used for backfill by utility contractors. Pre. ere QA audit of exietin. file & noted amounts in bud.et for. each disol.line: ' Performed examination of original schedule & 2nd revision doted 4/28/91 & briefed WEC manager of . inaccuraces. p+' { . : ' < x; ; `,: 4 ••a ; •. i .';::r >• k.. . ",, :. • .'.o- ° '%ir:::r:.`<<:;x : . I t yp! lam, w c r^,,` 27a , , 9 ' .: .. <E +�:3.<Y•.•clL,:�r.+:r? (%YF. ' �J,'�� .:<•`.. < >. �.• 1 .ift' %�i'."+: «<:•r, ��tJll��•'�t1�i '• •� • •y ' !� . +R#.. ,'.5�Sf?f..,.i6YK�E ; � SiYGfr�`'' Y9+ �� G 7 f•+� 3io' . 7 • ' 4.1:w.:. x f tlf. d :J' a .b.Ci.}�n..�r�7iwt}`�R� �g NA • C ,' .k} •T2+ g: � ....., 4rti': ra y.Y.j:r ..: .. %j f.J1 }titi;'i' E >:Ciry %f`. I � yiiiikit s:,S��,: • 9 ) }f• . ,/. 14 y 9 :. • $�" ; Y•Y : : 3��i • .rn`i ' ?I.�E:v ' :i; < '?�oiE� f jf �. ) ` + ; FiY�;•:< v: a:<.?•;, Qc'# Gf��% EaE. tiolkdE.: d:"•3 i3k! S< y. .f {�::i,,:MiiNt{FI[;x;� . .Y.�.. � ' ?act�C�S��0,i.• : y :L�•• 'C��*�':>;6 G. . :$.S +x. NA LUM CITY O i:t.t- 1f•lP ENGINEERING :.i11 Av.;. S., Knnt, WA 98032 120i t ;ti:'•.9451 FAX 1206) 872.9454 Client: Proj. Name: Standard: Container No. Wt. Tare + Wet Soil Wt. Tare Wt. Wet Soil 0.00 lbs. Wt. Tare + Dry Soil lbs. Wt. Dry Soil 0.00 lbs. Wt. of Water 0.00 lbs. Moisture Content iDIV/Ol Dry Wt. of Sieved Md. lbs. t.. • • ••• • • • s e rw ,.... Sieve No. 3- 1 2" 1-1/2" 1 " 3/4' 3/8" 4 10 20 40 60 140 200 Pan BEC&E Boeing Cafeteria ASTM D-422 • T " . " g ' . " Sieve Wt. Wt. Sieve (lbs.) +Soil (lb) Wt. Soil Percent Ret. (g) Retained 278.90 424.40 540.70 669.80 822.30 1041.00 1175.10 1210.30 1223.40 1230.90 Cum. % I Type: From Uoyds PJ Federal Way. 5/17/91. 081s 44p 9102-04i Jeff Rabe 5/30/91 Soil is import class A Trench backfill gravelly sand This is same material as proctor 44p. Trench backfill import see reports of £HEE Client :.. Address Attn: iu _ , {rtriil t t(iltls`. Ormad .::. Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Yes © No Specific Location: Grid: �f : ; •r>��Y % } ?f <,t''3�'f', <SSS`}f�o'Alj��'f Req. Str. Quan. Pi.: Sample Size: 6 "X 12" No. of Samples Cast: _ Stem walls line 2.8 to line 3 from A.2 to G.5 (approx). 3' high wall per detail 2 page S -5 above top of slab are not part of this placement. Attended meetin Ian morning with underground. Asked clarification on specs. Sampled at 10 yards. Ticket #304778 Weather: Cyl. No. 037 A 037B 037C 037D P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Overcast 3000 psi at 12 CY Data Tested 5115/91 6/5/91 615/91 Hold 1 side. on. 1 Engineer 1 Co 1 Contractor 1 Arch. 1 Crier See Below 4 A & . A 7 28 28 Elev.: ;'�$• { y{ %ep:�:`Z <: r:• } }:::} + "'E�''<•X: {. };`.> :::a} }ice l Age Days Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other 28 days. Cylinders Cubes Total Load (lbs.) 116000 159500 150500 ft. ?•' }:: 5 "•' <^i.'•'r.'�: /,•:•;:ref �+, •,q . ,,,. jl,>::'. Air Temp. _- Ittl • ree ErsiGiNECBING WEC Project No.: 9102.041 Inspector: Date: Proj, Name: Site Address: Permit No.: eta Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel <: Retnf blkih Cover Grade Spec.: Grade Used: 0 Compressive Strength (psi) 4100 5620 5320 All reports are considered conbdentiel and ere the properly of pm Client end Wedgy tngp•reering, 14p/eduction In whole or peer wnhe Um wine" pen of VEC is fcrbuirle't } } Jeff Rabe 5/8/91 Boeing Coffeteria East Marginal Way West of 9-08 bldg. 8498 3 1/2 " 61 F 5 1 /2 sack 7/8 " 517 1250 1950 Shear Shear Shear Impactor; Percent Air: 4,2 Supplier: Stone way Mix Design No.: 5501 City Approved Mix ?: Y Water Admixtures Other Comments Jell Rabe C. Wec 240 max. AEA 0.75% /100 Ell Spacing 60 Sizes Used: 80 Manufacturer: na 4, 5 :' :'•pry: };.y >::;i 4r.>zrc y g; "aE'i3'r.'$ •:`;;:: - {ipp} } } >p }: +u'r;{: 'a•::•:•r� y:;>,g >: »:;aS' {px {'at:ti:•p>• «, + +:::5::. +•: >:.py: +v': <••,••; ^::fi } }:� >.�iii}i.`!' }��:� j'Y:•!� +''ll:: }: .,rr :Ar:. vr' 4 q .:: }:• .:S v +.•.�... +;'l; r3:,.. . :• }w:.:.F:`+z�'; +r: {o: ::, .'+�'rj, r '4. ; ,,�th.';�.5`5;k +f. :;:rr :v; • , ,.t:' {3.::. {rf:: ^' < { ? +t}?;•. { A.. N. M.• a �.,..,. « ►fltlllttolt di~:�i'VW�t....:} . All Items Inspected a e Conforming Non - Conforming toe roved lens and a • eclfiostions: . r� `•4`a 5 n S aSTX !3 .io-3 _ } .3'ir. , ;;trtr,;; {i "•.•{ >;;.• :,:. ... Material ' Type Grade .CMTR. Yes/No CC Yes/No . :•••' Steal '•A36' • • --• • ; Yes :' ''• , • " . • ' . Steel ,••• A600 ".: • '• Yes: • • • - • . - Steel EESWernE.Wigga4, MEM MINA rigresn emesvagmes:ig;.:.4.0.k3g Steel Steal EMEMMEMNI100"-M. moms: itt ' .41 taf..44;4/6.40,..kaagazd.a.1.;.t.,.truat,I.ezz 4 M. , '',,,,W"'4.21M2EZETZEMAMAIMM M;t1TaffarifiM •"` •••• T.? •5 5 . 5 . '";5 5 .r . .:" .. • " pe4 04 'tlir 4-0, 4 Nfr":" ' 41' • ; • ; • .1'4 13;4., • .• . • fs Attn: • Address P.0, Box:370/ MS/411-07 Welder Certification: WABO Other: Coatinga: Millage Verified Millage Load Out: Damage 1 eidg, Oft 1 Owner 1 Alch, Seattle, WA 98124 Kaari Olsen Ell 1 Engineer 1 Controctor Other • • Weld Procedure Specification: Prequalified EE Qualified AWS Shop Drawings Approved?: Yea Note: All of the above must be approved and accepted Odor to the start of fabrication. domoof .0 Yes 10.0015 Fasting Surfaces Coated .. Yes Field Welds Coated w/i • Yeti Accept OMB Ell Ell ,101111•1111••■■•••••••■ No maa No thousandths No No • • Ell PEN Mi.v•povr MIRT;$' < All items are acme teetA' •••.`",. 110■••■■••■■•■••■•11 •••■■•••■■•1011110 r ,LqopleNo inspector: Date: Permit No.: Proj. Name: Fabricator: .1.::ta•Wg.t> Material Tolerance: AWS Other An reports we considered conficlentlel and ere the property of the Client and Wedge Eripineoring. Reproduction In whole or In put without the written permission of WEC is forbidden. ENGINEERING 20420 84th Avo, 8„ Kohl, WA 98032 (20t3 872.94F1 (..ft (2 :•2 ,•4k: • r 5ka h kofs 04; " ••....•., Dan Weaver 6/1 /91 -6498 Boeing Caffeterie Blue Chip Stool • • Other. .7• Holes: Sub-punched Punched Drilled Diameters: 13/10 15/16 X x El Gage Centers GOL Welds: : Fillet Partial Penatiation Complete Penetration Assembly Tolerances: AWS. Other: , c 'Impactor: Dan Weaver All Item inspected are , Confonning - : •Non-Coniorming: „ . to apprOyed•plans and syecifioations. Ell 121 -4BA-2;qty•''. • i 2H .2qtY .12M iktse • , 128 tel - . '12V-2MY 10P Shipped Aciusi 10K • 11A thru M 12C 2qty • AINI11■111■11111m• Manager: C. Weave lent: BEC&E Address P.O. Box 3707 MS/4H-07 Ann: Material Steel Steel Steel Steel Stool Seattle, WA 98124 Kearl Olsen Weld Procedure Specification: Prequalified Welder Certification: WABO Other: Load Out: Damage Type Grade CMTR CC Yes/No Yes/No A36 Yes A500 B Yes x Shop Drawings Approved?: Yes EEIBMIEHIENE MEMO MEI EMU= Qualified AWS Li Note: All of the above must be approved and accepted prior to the start of fabrication. Coeting Coatings: Milloge Verified .. Yes No Milloge Faying Surfaces Coated Field Welds Coated w/i 2" All item have been done and accepted through shop drawing number sheet 12. 1 Bldg. Qtf, 1 Engineer 1 Onner 1 Contractor Arch. 1 DiFirit Accept ..0015 thousandths Yes Yes Ell No No WEC Project No.: 8102-041 Report No.: 088f Inspector: Date: Permit No.: Proj. Name: Fabricator: Material Tolerance: Fit-up: Holes: Sub-Punched Punched Drilled Diameters: Assembly Tolerances: AWS Other: 6/3/91 Dan Weaver ,.8498 Boeing Caffeteria Blue Chip Steel A-6 Other AWS Other 13/16 Welds: Fillet Partial Penetration Complete Penetration Ell Gage Centers GOL 15/16 AISC All item inspected are Conforming 1131 Non-Conforming to approved plans and specifications. ........... ........... 0 All weever Ell 15P 15M 15H(l) 15H(r) 15D(I) 15D(r) 18F(r) 15F(I) 15K 15G(r) 15G(I) 10Aa Plain material All reporta are considered confidential an ate the ptopeity Inepeetot: ttie Client taxi Wedge r11011)4106W. AUCItUiVetiOt1 In whole, •■•• outt withotit the voltlen persoitiwon :if C I .Wo•ver.r riqG',NY7i ' �Ct>i4ibreits • "' �5$:r fi. MY•.W S.S,; :d.,•xl..t�2: F� ��'�<:Y' � 7„y� S > lyY,. �W�(QYY . hM^n ? {N Q)�?S� v.. �� .� ;ts�Z�,.,ay.�s.;�;�:,i�%•:... ;>�• a,,,,: ...Jyy �3x`: �s�Mz;,... l:. ,s.�d�•.�..I�:�:.t >��"f..t:•:i; ITIMEMEML r� :73: .Y; Syn . • ? : ti {i.Ab'? Y A •°'� "�k ,.... ,.�•_. Y,��;•;; Paz,;., s�s. �. �AC�� ''��:��sa��;�i�:;�.�.2�.s;�cz R : 4t': a 'T^t�S'lN.' <vy " °t� ,'s Z `�'>'•"+.I> . <;R' q',UF:",'h"%F:r. ••WA.`W'( • � �;a.:., ( .: Sx;..,:.;,,�� <.%? .•,.: � y.: d,.. r., uavi4bot��o2�� '15,�Ev.;s��i:ac�'u ri On site to • erform denal •testis. In trench beokfifl: Contractors are' eettin "etisntiole'#'4 ' fiiistoht' seWep: Took deneif testa` betweeen .`' . .'>1•r!•yw'�.yi:��'�1`7 N1'.kf:ir'��!••t'I. ' },. : {:'.i R4..• �r }� ;. MH1�1 Si' 2 2•& 3 '3 &d r.Tests yitere taken In test • 0te du et random koat aheberibeari rtlifihble'`t{inu...Teat date f'ndloa tes „g ede`• uate corn �'eodon bet , "bohiev , . .. , , .. •�' . ,, , ... See "re •`ort d90d for`ile�isl {'o "stln results. • CW line not installed In s vioini Returned to office end preeared i nvoices & audited files. • Iftspecton Dater Proj. Nam: Noted fire Tine had been baokfllled with concrete at North end •elf buildi where It :untleimined foundation. J.R. of Fer. uson stated he thou • ht 4" • as main was still two weeks ewe 'rem start timsi'' All items inspected are Conforming © Non - Conforming to a ..roved .lens and e • ecificatione. CQC Representative: Manager: All reports ere considered confidential std its the property of the Client srtd Wedge Ergirtesring Corporation. Reproduction in whole or In pert without the written permission of WEC is forbidden. ENGINEERING 20420 84th A■.w. S., t; runt, WA 9202 (206) 872.9451 FAX (20C) 8729454 Jeff Rabe C. Weaver Location " , ' • „3..Y r C(+,:'C%r::,:;LSi:' i yr <!{fv •>S�'4'f��ifff.�•f. K J n r r f.. <s 1' 2 3 X °Sr; 4 t1 .::. < sZ' «. v' `il`aG S :'c:' EONTt6 •fSh,2� EZZE '✓ f' ��f; •ti�' Tests Re ..132.1 `..133.5 ..8.8 Comp. (96) . r� •ate {tvt^5•r .fir 7„ SS�L, v :.{... #d: oR r�•4FS 'r .{}. ' .. 1S.1:1t11:N)c:•.Sa��Y•"•r� /< . S rf.. .. f' .'-�* l:.rS.,• • . r •'r7C i %:3C.�7.. r . s. Accept/ • ;Rejeot ;: •• {o; +:5535 � �>i � z:f;�SSS < <> to MH2 -2' ..138.5 Permit No.: Type: S/N: • Calib.: Jeff Rabe 8/ / 91 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park ..8498 Ref. Modified Proctor Report No.: Maximum Dry Density: ..138.8 pof Optimum Moisture: ry, Required Compaction: 95 96 ;': :Ig >is,y ;q*`.. >! ft.` `)r. Type: S /N: Calib.: k . : <Ppif i;. +a St . .} %tai ;: ;:. o %., %>z;.n::; •<5 • ;./t �•: . 4 Cy .�:i•>: r f f• f f .ok∎r.s, } ^ +1 e�S F�u { L 3i: & itiKS e ➢k'.' f 3? 4i lent: Address P.O. Box 3707'MS/4H -07 Attn: Karl Olsen Weather: Fair Air Temp.: 50 F 35< 5t5 ?':r 0.41.: ; 3i4 '::;::K y� uu.•y ::` >?�;:� fS'i} o:S i %: {: +! <:;s: % <%�: ': •lrt.. K ?. ^Sr.:.:: � ;c: �r». ., r.? �fi:•:{::...:: Areas Inspected: Continuous Footings Spread Footings Slab on Grade Specific Location: Grid Line Describe: Sample Number Grid BEC &E : ' y ^:' ; LL t ='R; Seattle, WA 98124 Trench baokfill Storm sewer filled trenches. Auger Cast Piles Driven Piles Other Approved Plans on Site ?: Yes Elev. �y. ,•fir ft. Location Nuclear Deneometer Grid Elev. Density (pcf) M/C (%) Spot check Indications adequate compaction In recently, Solo Tie ,G i. f+k. if ' l.: %a> . ' `lrrkc s'3.r :? i2";;'T,�.t:.c,..£,i �' 'Yi? 2 e +^ { } +)y'+v'rY`, `sss,�} ��7 "^'ri.,t! % ? +%'.`Y ^n•+>w A iii EKEI :W I`fi�..+YF, .>: f:l. ;F:S y ly } <q•�i ,p y M ,� ' �J ��j. :: S; % /•; N4 +91ft vih:nv.!:•.S: >)�7F:4ii]:f its`?.W�'i5G7• .5. }.5'. G :,' "AA/ s . { - .� • r r < :<!.1F. }G g p rmr,�, � g;y/yp'C: � �ypyp�{ Yo t � y v y �' > Yr}:'> Zd�#. ��..•." . ��KW .Tti��''�} "rldY:CtN'QldY•(' .S^�T.t ;..�.l:tiG;•5: "Afn�Ra'dl iftli`n�... }i': : '/,d.C�.�+� ''• `� �} ?•n66>f "wb <r�i£ + � q• ', r �` • yyp Cone Penetrometer 1 Bldg. Off, 1 Engineer All reports are considered confidential and are the property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction in whole 1 Arch. 1 Other or in part without the written permission of WEC is forbidden. ENGINEERING ?us A', All items inspected ere Conforming Non - Conforming to approved plans and specifications. I nspector: Manager: Depth Jeff Rabe C. Weevert"ie- 15T 4qty 14T 1414 15S 8qty 14S 14V 15V 2qty 14P 16T 4qty 14L 18M 14B 16K 14A 16P 14A 16F ---, 14A 16L 14A 16G 14M 16D 14F 16A 14K 169 14D 14G •■ 'BEC&E Address P.O. Box 3707 MS/4H-07 Seattle, WA 98124 Attn: KaarrOlson Material Steel Steal Steel Steel Steel Type A36 A500 Grade CMTR Yes/No Yes CC Yes/No B Yes Weld Procedure Specification: Prequelified rxi Welder Certification: WABO Other: Shop Drawings Approved?: Yes No Note: All of the above must be approved and accepted prior to the start of fabrication. Coatings: Millago Verified Millage •■•••■•••••■■=1. x 1 Paying Surfaces Coated Field Welds Coated w/i 2" Load Out: Damage Qualified AWS - Yes IX I No 1 Yes Yes ..0015 thousandths Accept FX1 All items are accepted. No rojectable indications were found. No H No X WEC Projaot No.: Report No.: Inspector: Date: Permit No.: ..8498 Proj. Nemo: Booing Caffeteria Fabricator: Blue Chip Steel Fit-up: AWS Other Holes: Sub-Punched Punched Drilled Welds: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: 1 Bloc:. On, ' 1 En4inew . All warts we consideted con tdontial end we the propertY . 1 0.nlen 1 Contractor of the Client end Wedge Enteneentva, fiependilnen to whole 1 Arch 1 Othei • ie• ,, e aft ,,, l' , U" , the' VVIO■0 4 VO,C ■■ lobidda./. -----------------------.- ,--.. - - ,-. .., — ' -- - .... • 9102-041 092f Den Weaver 6/4/91 aiggNat : NOWN:t Material Toloranoe: A-8 r7,73 Other Diameters: 13/16 15/16 All Item Inspected are Conforming N3 Non-Conforming to approved plans and specifications. 77.7 X x I Gage Centers GOL X AISC DO tosoecto 'Don Weaver • '7:4 :.; f . :v,•yt.. b ,�y:. • n.:.t �• '''>''' i. {. .� � �.,{ } vt.K. y . /� •. Y. .< . fh � +/ L�, . ¢ . µµ •; S. i:)': .�. I : > :. i• y a,,OI�:r f •!�(+)y ..,. -, l: "l4,,,:,..I3?eas, . .. . : : - :: .. . � f'Yi,, 4*: Sh : f 5ti{L %*CS I AA'At hf " 1� �4 T . f..r J3 v � ,X ; ct/' ^'�, t. 4 3 7 � �. i . r � 1'` lr : , : , qq • h. ti'• it'+ .. lttr J { s ri } "!*""$4 r �I v t t «t >'c;r !'. ' • : : S� t2 Y k VPi %t",� ''' :: �l:1. ,�i'�tH,.�,. ^.: 5�:. ", Y M .^;eft i .3.,,,?; :.. 5\. . .. ; f.. ; l,. f .. : (� '' ... lM j / •' "L � 1�'', . . .. tT� ,"... tN � ri: 11 ', tY s /i r r'1 ..R e po rt N d,,�„ r • � �tr� r .,.y( , •�� 4y� + � . .. r l f .•i T v. r t � aart�1 r' yk .:'i ue VA m � � 3.7d13 n cc•ot r �"�7'�b•, ti, A . dress/ 2 x 1, 7 4 ,ft �i'Bo>�t;$ M5 /414-07 � ii �. � r'� o�Jx .�•t� l 4t•Li*?;} '' a WEC ProJeat Nc, <; ; r `� "'i O74b4{. ,, ;: +,, :., ri' 7` . ,ter Seattle, WA 98124 Inspector: • Russell Rooks ' Permit No.: 8498 Date: 8/4/91 Proj. Nemo: Boeing affeteria - 9 -T2 Sulldinng f.4./ ,, /. +}:': ^'Y�if�l:ii�i:; •� y '.. ; .� {. :iil. :+lp. :!tt;..:v. ✓.•. :. ,::,�� yi :,,, s..:. � +:. :: , . �•:l.ff+</ ;; sts {i •:::.• ^:,;.., >..:.� :: ; +. <.:: i• <:; »•:'::<'% is �' `>'1 _, /,.: +..... ,.:, � :<.,.. »,::,fta�auiwtyifft;s;�<, .. F<:. �,.:. ...,,. +x., <:..,.::.,.<..,.... •.. ✓.•:: ..t i � % t: . i:: tl :''i:' { /Y /V :{ft4 ! xN +Lk kv:�Y :> l:;i :, i,i•) . ;..; . ,��:� c. ^f : /, , ,,.,•., ....� .x� <�,Yf::,..�,f�, < .N• artfortiFitti : �isiri�Ett�fn:/:.t,;�,r.,ft:.: �>�,�. >.�:.x >s�.l�: Code Seo./Para: Contrary to the requirement: Insufficient clearance III Standard AISC , Seo./Pare: was provided in some places for these welds to be • Spec. 'Seo./Para: made. Also insufficient co pin had to be done to 11191 DraWing A -15 Detail No.: 2 connectin locations for beams: ie.; all along The requirement states in pert: Joist shall be connected "E" wall @ A) bm 12G to 11A B) J -18 to bm 1OF to TS on East perim. by 1 /8" fillet both sides. Sufficient C) bm 12F to bm 11m, D) 12G to bm 11 B, E) bm 9A co a / clearanoe must exist on to install per detail on to 11D. beam to beam connection. Inspector's Signature: Russell Rooks :b< :SFf�a.c.) YS •o• +/ 9 Iv' K). . y:: ii%' y, �•'.' ra:'. l• �L!>' fS^:f 5' S•'.%:. •:iY:•r,:::•:'�•i�i'y: {:;f}.,G Writ: API!: Y.sr"j :�{ n<• .� K k� •�+.. sftY :.:;A >' �5%:)fsY: : 6, ?�^>+:ys t { l $ f• j;. k. ri yy : :f�Y�2. {,. :+'i: r•; : { {KiiF.:,.��J. j ...5 /. ,{'11,,4 %3"�•/^;i} j'�/,, t^) i Y ( N L 4 ,,� :�1:253>7, i�.CYi,LY'L: �: i Y FYYS,f : f �4.•. L , �F N. . Y .:7if:, +1,:? :: }...Y. Y.S:: }L>:iLI,.:.:kG >Y, : ;,. I IE , S S ftf..,? r/�l ,...: .l: F .' fJ� �L.,:R ::0,: fl..Hrf:. 41: :.P, :'. •:g: X Rework to approved plane, specifications, codes, standards, and tolerances. Referred to Engineer of Record for disposition. " Submit Approved Submittals Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: III Flame out .erimeter aneles to facilitate intaliation no change in type or manner of oonneotion. Inspector:, Russell Rooks Engineer of Record: Date: 8/4/91 Date: P . ; O,� }7L ��``•))F iy.i{Y. : n T t ? i;. yy+ : } ?S�::Y. >:4. Y.,�l. it: : i•. %Kj:�• C� fib+ / ::ii:�t:v:;; > ':�f ii C 4..�i• ' ., i::- .:i*:?.:*6: -0•:+.A.. f< ;.Y/.•: �� 'f`'' ?f, . rf :h:t.:,'•::k^;.`. >,'iY {.i:!.Yi K i;i:M.:* : :: :' � ............: �,....rn.. 4 � n � ..4 ...:.... .......,. .. ..�_.,...7�..i7 ^IY�R.. ; < O Y' , . Y .1: � 4 : } �,�{ S � yp •.{:.. Q 4 •. •'Y y I ,. •. k�, ^}��' } +'Ni n .?L. ,�$ ,.i �f}, ..n.� .. ..n :....n$.r:. {, • < • .i................... y y ... ;. h� :..........^�<.•..•.).. � 4 : .'•�.•s. u : : .`>.•°:.'6:4f4'�`; N,. ?1'h'Y.,•`•.. . <',•.ti ` •Y; ', Q : : : : 1 ,,,. X Re- Inspeotion Required Re- Inspection Not Required (Re- Inspection always required unless (Engineer's disposition Is Use As Is) Engineer's Dis.osltion Is Use As Is) ,N. 'ii• i:f ^. '; A1 V�o}.'; k... . <{••.. :., :.L:<.. :'} .;y • h'� : .x." � 3 3i; • : +,'[ kv;i' ^i ?$ ?li +.� < �`;� • Y.; }.,.::: YYq ' , :l : •i' "' • +� :, b i l l :: '� >9 :. . ; L ; ..,.. .,.,rY. : .;{. :,: :': :x'•.i. tiw �!Y:a. �� a'! G: .4 :flit.: A r, F' $1: �1� : . :`Y:r,:9;%i::;rrd: •; <:;.Si<.r..;; +'h • f!' Y }} '• ti li ti0 , .. ; •i :. 4A ' k�i', 1 `y : •fi + .�,'.' .�. :S YL F� t> : •.f � . t: � :;: # • t' � �C � , ,, iso f Y:Y t <> fv.+ , • , �J}., + k vw'.. :l i' {fit.' .fa j `�3: ti��fi 3YGK�. �.� k > } .: { All items have been re-inspected and are As of Date: 8/4/81 giil Conforming Non- Conforming this Non - Conformance is considered closed. Inspector: Russell Rocks to approved plans and specifications. Manager: C. Weaver' 1 Bldg. Off. I Engineer All reports are considered confidential and is the property 1 Owner 1 Contre,•tor of the Client and Wedge Engineering' Reproduction in whole 1 Arch 1 file or in part without the written permiesion of WEC is forbidden. ENGINEERING 20420 84th Avu. S., Kant, WA 98032 :":',! - f',r,X (206) ::J: t'1'34 p t }mod} .1-1 (2) 4 , Y t • t c. ,n.Y'.LA:s.Jf 'J-2 to 001;3A ki r a�yy F„ a r `• " `.. Sa ..ii:J' '•i.. •�tC J -2 to col 1P(1) .1-4 (2) -8 to'ool. 10 J -2 to col 3A(l) J -10 (1) J -2 to col 2A J -2 to bm 1OF J -11 (1) J -8 to bm 10K J -4 to Bm 11G .1-3 (1) J -2 to col 2A J -2 to col 7D J -2 (1) .1-8 to bm 10K J -4 to bm 128 J -8 (1) -2 to col 1P(r) J -9 (2) J -8 to bm 8C G E . BEC &E. A307 A325 A B Conforming a y Cfanformin9 • to eppro vvjr# plane and fspeoiflomtione Seer 0 97n) d ate:: ff %4/81' '`..:: .' : •: • V rp",,, ?. 71 . 's• ls}yy. yrJ,<4;t..;.r h s er f r`q les.r¢ "gaV e , .a3 ilske . •rj ,. ,1t:1.:.i � Z:A$•' f•S:Lr,. 1'..rte ' 1 •• `!f' Addresej Seattle, WA 88124 Attn: Karl Olson �Gr`.'k�' €r ter. +.' / };iF.•' .r�v'!f,:r `.r��3i::'• .. r..t f t ?u..,:: ??.,•...,,�z�?. x s •v.>, 1 f) ?�81 Material: Bolts: Welder Certification: WABO Other: Note: i.•�.}#i� ✓i Type A36 A572 Grade CMTR Yes CC Yea Type Grade CMTR Yes CC Yes Weld Procedure Specification: Prequalified Erection Drawings Approved?: Ell AWS No No No No Qualified Yes Q No All of the above must be approved and accepted prior to the start of erection. ., c•$ ?r,:: }::`: >y�`�tnlff (. v ' Rr '.` RnP:'b:'�'S}Y':i.� ' •':p^$;i� 1. Set beam's: 11K, 10G, 9G, 12A, 11B, 11A, 12G (2), 9F, 9C, 8A (2) 10K, 110, 9A, 12D 10C 12K, 11H. 2. Set column's` 5D 7H 88 2D, 6A, 7C, 7F, 7C, 2C, 6C, 2B, 4A, 3A(r), 1G, 1H, 7K. 3. Inspected feb on outs. 4. Inspected field on Joists to column & boom. 5. Began installation of Joist cross braces. 6. Began laying roof decking. 1 euildinp Official 1 Owner 1 Architect 1 Engineer 1 Contractor 1 Other y;;;:.; ✓ue ,lG•f,.:r ) , r , i y, : Gips > h�. - :.:r. t yYrp• t ••K•`••yry` C > ... c{i'•. O v.O ".$ wKr:�trst <vy..0 sr� °ab��••!r�'k�Fx -�:� 3�c i�': , > 1 i 1f?,j > +h:�ie.�i<s•E•'1 4 i X" R `w4 ?y3• ' �.v t i�'� S his', "f'+r e k� : t •r�dA i (lt< �!�[c:....r'�ri: s . K%f WEC Project No.: 3 Inspector: Date: GI.rthi`C1iMG Permit No.: Proj, Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Bolting: Bolt Tension Turn- of- Nut Calib, Wrench Tension Control Arbitration Proo. • Erection Tolerances: Torque Wronoh S/N Skidmore S/N All reports are considered confidential and are the property of the Client and Wedge Enoineenno. Reproduction in whole or In put without the written permission of WFC It forbidden. Ell f Mi ii. R Rocks Bolt Diameters: 7/8 ..r Field Welds: Fillet Partial Pen Complete Pen 6/4/91 - ..6498 Boeing Caffeteria Cafeteria 9-12 Bulidine/Waterfront Park NW Steel Erectors 1 ;�t c p r!`y1 r�*n ' .:. •�• c: •Sf'.g;3 . ... .tom✓, Ell Electrode Yee Yes Yea Yes •Ye1 Bolt Type: A -307 A -325 A-490 Other 3/8 E7024 No No No No T,. tga X X Inspector: Russell Rocks Ae•t•jer• C. Weever A326 A307 P.O. Box 37074/1S/4H-07 Attn: Karl Olson Seattle, WA 98124 Altt Material: Type A36 A572 Bolts: Grade Type Grade Welder Certification: WABO Other: 1 EltAdong Officiel 1 O. not 1 A,I■tect CMTR Yea CC Yea CMTR Yes CC Yes Ell Weld Procedure Specification: Prequalified Erection Drawings Approved?: B 11311 Ell MOORRONAWASr.' - • ..tv; .! 5. Inspection on fob welds-joists. 1 Engineer 1 Contractor 1 Other AWS No No No No Qualified Yee Ell No Note: All of the above must be approved and accepted prior to the start of erection. 1. Set & level columns- 1P(L), 1 P(R) 2A(2) 7D 7B 7A,SA. 2. Sot & soft bolt beams: 10K(3), 8C, 8B, 8A(5), 11M, 10F, 11G, 98, 9D, 12F, 100, 11C, 12C, 128, 11F. 3. Meeting on joists. See meeting sheet. 4. Field welds joists to col. & beam. Ott ' WEC Project No.: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Bolt Diameters: 7/8 Field Welds: Fillet Partial Pen Complete Pen Erection Tolerances: Torque Wrench S/N Skidmore S/N Gon torn.n* V Conforming All reports aro coratiderad conftdential end are Or property of tho Client 104 Wedge Forjorwertrp. !IsP in 70, 0* 0 II pivt Wit 'Ott nrc vonnen pc f7t VAC is toibidd,11, ENC;11•JaR: Ate S \VA !,).;03:: Inspector: ■*16 Russell Rocks X X 0, Electrode Bolting: E7024 Bolt Tension Yes EIN No No hard bolting Turn- of- Nut Yes ffin No this dew. Calib. Wrench Yes ME No Tension Control Yes MI No Arbitration Proc. Yes • No 9102-04i 6/3/91 —6498 Boeing Caffeteria Cafeteria 9-12 Building/Waterfront Park Ell All item inspected are 5 1 to approved plans and specifications. Other Bolt Type: A-307 A-325 A-490 AISC Non-Conforming Irspector: X X Other: Calib,: Colib.: 111,sseilftocks_ 4) col. 1P(R) Bm 10K(2) Bm 8C(2) 5) Feb welds foist (15) .} - •,r a i :.. A:.,.,,, 3•'''iJ• -• •, 'f r•::Y.;...4 , :i , : :� {:•i: }. ; >s . . •in . k .. .G . Y / r. .{ '':;bi:;:. { 'f . .• �'i �: •. .. r Zr .. � f. ,• I r. J /� ., }, rx { .. < F f ' ; .e: 2 7 . . r •. '{?:��t`'vfn.:6f: r}3. ;£ac:�� 4,4;14,01;:,::;...;;: ��,J i !E »f L•.�. fic ��y 1 - a ��j ^.� ✓ err, M �'� :: 3.;: L � ii f,: i/ if�rii (�12�]Lk!C:.`Ge- Client , BE C i ,, C Y: f i ;.i :v o •. m;..: F,'•,• ":i!<r"•J ..} to-i: i1: :v > ;i:;� v;;, : J+ r : SC : + / . (.f : j% ) r ' F': •�•'%x:: tYi /.S'FiF:Y'F �CY r 4 4. :<4 � • .i • tv t :' 3 >' `. Jl . CF.. Y , •• F( , L >,, �p �A .,p�. ' 1. iv;.c a( , p, �},� { Us / � .y y., /.;M.SiY4.W `�i,:u.:.i'.ik'[w..c4W: nun." - Ll�-'. . , 3 N.•t.:. J ��tyc 'n�arirY.�<.;:'i !I �.`r . •.f �> � ; � { i t? ,A R T ; D eport No. 095m :' , , } n,•_: e 3 �.. eeting Address; '- 0n site 09=012 building W EC Project No.: 9102.041 Inspector: Russell Rocks ,--". Permit No.: 6498 Date: 6/3/91 Pro). Name: Boeing Caffoteria {:., :.: ,..; :� .::;.:. ;; :: •.•. }.:• :.:.,•: is ..:. :. }};! }:. ::'.:5!!!i'1:;'l.F;:v: %rk ':: }Y : r..r .n.•,n :. ...n. .:.....: . ........... ... n..:.... ... r.. .... ..:. .. .. ,. r,. r :. .. :.. .. ... ./...... .... .. .. .. ... .::.... :r:: .: .: :. .$..Y.4n. rJ... ... �.,•. . /.. }:nf!N..l: ^: .rx: ..: :r.:,::.: .}: .::::• .. ::.:.:.. . r... .. .. ,} ...... . ... ....::..... .. Y.......... ..:.. ... ... ...ii:: ` r:....' .. .... ;.!.:!�. n•:: .;} ;.;•. ; ::,.; r. r/r .. ... r...,}.. r:. r J :.. ..}.v:�:k:j:GFFY;I:F';:::;i!4 : } i :i �..;,. : ,:. ii: , } •:'!r vr: .. v�rr.:: ., ..,.,� ::$ }. ..{..:...:. r. : }.,.r .SQL :. { .. e.f..,,!!J/..: :. �: 5{ vv, Vr,T: �; i�./{ i!;.{: I4t�1�1i�1� AriY�t, .:v.!Vy'. };y} }v�:,h,:�.i:'. :: •ii'f•,L, {.n .,,f.>:fj.. r. Meeting Purpose: To discuss weld problems and Russell Rocks, Karl Olson, JR Lunsford, John Riley, code a..lioation on oists Bob Spruieu, Mark Miller, Tom Powers Meeting Time: Start 10 AM End 11 AM Chairman: Russell Rocks tin%.::::: �.}'' J. O}; {if4Y• }i }:!:•::v::�i' }: : J:! ::..:. }�!.::. �: .:.::.: �. �.::::::�::::: .:n::: : •. I:4; }: i': >'•j',r'': k' Y %F' ,. :!: {.•:r v::!: r{ .Jr • •.: ... n: r..;/.:/-': �::{•: v.::.::......:. v:^ r, w.:...-.{.:::: v::. v::•:;•: . }: } } } :•.,.....::....:r::.:...: ..�/::: •.::: �:::: ..:. r....... .. ....t J ..., r.. nn f, .!:.. { �I/ .. n.. .. n...., ..5. /r. r, .r. ,. ': i:::•:;: iy;. :.: {: !!:::.:: ;:::: <: :. - :::: ::: �: •:: r.v::: �n�•.-••r:: •. :.: �i { {i : .. S .. • /•ri: }J.f n.:. n,..,.}..... nr .A.nFr.FY.• }: {;Jj!.j�.F(i:� {F' ±ifF':: .J r::.. r.. rm•. r :. },. rC: ;C :,}......r:.•..,•...:.::.: A.nv.:: �:: {.�. .:.J.•-::.v:: •:::.:: :.: :v /..,... / .YI. ^: r1..4 ;..,. �.. �; r,W. p,..L•¢: • Y;: I7 :: f- nf�rfo,!nr,. r.r f .r. y:r., n r.:o,;•x,•n••Y,n. f.. �i, Y ,.!3 rf } f4 }:,.: v v: r.v.4:: :w:::::::.v: x SF . {,! :r tiy•�nfry ..0 . f... J / R. •:rl..: y v •:W . .:...:..:.:...:..:!,. n.:::.:,:: fF;:::;!: k::::<:.<,..{.}:. i•. i:. F::: �:>:;<:{,{:<::>: i ::.; >::;::<i: >: }:.<:.:<: >:> f::: {.i::;<;i;;:.:::::;::i:: tut • rr......:�:!,r. �.!:..: } },•i:.,,..:.,.. !•,..r�•- .....s•:.� . Mrt 6r:::,.:.:.:::::.: ,:. }.:.:�...,...,.......rJ:.. ..:,..,..r,.... ,...{ 3#......,: r ..,Y....rF..6�. {sr .�53!�:!. 1. Mot with attendees and agreed to a..lioetion of steel oist institute "K" series code for welded connections. 2. Most defects discribed In earlier NCR & meeting notes are rendered moot. With the exception of those welds which were found to have a lack of fusion. 3. It was agreed that Wedge Engineering would over - inspect all the joists and repair any welds which were found to be unacoe.table to the SVI code. 4. The Erector stated he would like to do repairs after installation, It was agreed that this would be acceptable. 5. Data on re.uirod amount of weld was .rovided to Wed :e b Vuloraft to aide in the evaluation process. • 1 8 of.. I Engineer All reports Sr. co. rderod confidential end are the property t p,vner 1 Contractor of the Client and Wedge Engineering. Reproduction in Whole I Nth 1 Is or Ili part without the written permission al vac- is forbidden, F•rsicurrr[ftir,ir A. 98032 • . { < . f; . :; ,.i:) :.. .. :....::: :: r... {::.;::: ::.•........:�., .�: :. . .... y ;. l7 `` %`.''','• %t' %kfs r: / . Y { Y: :'s .••• % :.. .s:- •,•.;:• : IM rt S'• s I t r�5,�� .. � i , .; �:, YS i i::: :,: ,o ✓ ,C; f•, '' '''.' 2{ ,.•r>. fi,M.46. t:, r!< ! ..k(v^..Y14• > <k'�'�QOf ' Client: BBECdsE '` .. . � a i•.. ; Y� ? •i , : Y ; ? YOV . {. . i`.} , t , � •v.Y.;, v{ : . . 3 y Y+s s ) F Y y i } {{." , .; �� . ��j ♦♦.y��; . i . ��.yyy�, :. .. L �,{ R6fa ":''t7 i:•r.?ti: }f. S nN. , y#:'1r', iS.�,.,. ?:, 'm? ;::! . s ... ::, r :,1rh�cd} :> # J i:i:.. ,.c{,�� {• Report No. : 027o Address P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, WA 98124 Inspector: Jeff Rabe Attn: Karl Olson Dote: 4/22/91 Proj. Name: Boeing Coffeteria :•.! !, %�fisY....•�a.. ;:Y:i::: ..,.........� p its�::l?!u tau }''�: >:;<;;:;::' >�: >: ";;:.:�s. Site Address: East Marginal Way West of 9-08 bldg. Materials Inspected: Areas Inspected: Permit No.: 8498 Concrete Reateel Masonry Grout X Footings Slab on Grade Slab on Deck Columns X •.:::::: >% iW .4. X X•} .Y;Y::. :i )Y {.;•.i } } :.: : <!.Y YYi: i ': }: Y,. : Y }: }•::Y,: <:.: <:.. f3;:; f �r:; ra:; zv } {.Yx;.:•):•YY:• } }:a {.r.YYr -; .,A Slump (inches): 3 1/2 " Percent Air: ne % Other Beams Concrete Temp.: 80 F Supplier: Stoneway Walla Approved Plane on Site ?: Auger Cast Piles Cement Content: 5 1/2 sack Mix Design No.: 5300 Max. Size App.: 7/8 " City Approved Mix ?: Yee all No 04 1 Other Batch Weights: Cement 517 Water 250 max Specific Location: Elev.: na ft. Send 1440 Admixtures ..0 Grid: Footings South & East side Gravel 1950 Other See below mm_' S •if # ^fl }'f ii5f: +i::�i::::•: �� r i !� •tialY J.., S Y n S T •Y: Y:f: :...:...... j .....: v ..... ru ...... .v_ � e�. iiH1i1t1 ::).{ST: /.a�kif�.}C {:..•/%• •v; iN.N i':% iFhF:? {Yii }Si::�':! :�:. Y•%• !.% r f r - ,, ./ fhiY. q• .: }y.i ` syi! }}•5gsr;ij3'' ___ f {rt4.>ds`.'i: .( :, ! R ..:s •:•::::Y o`•!' , r.+3.9 }is. }.;frr..yv/.:. ,. .� _�r7� / .........r:..,rG: ,..,.. ., {:..:: :.. . r . Req. Str. 3000 pal at 28 days. Cover al Spacing X Grade Spec.: 60 Sizes Used: 4,5,8,8 Quan. P1.: 37 CY Grade Used: 80 Manufacturer: na Sample Size: " w 6 X 12 X Cylinders Cubes i:X y % { , : i : ji : : ? *: i ". >: !<?: j;:f!�; f.i::i:.f':. %})'ff'{. 4a %Y " {:ffF.': +i: }:.- ':':}}i "Yi<.F.Y :i I Y ..: {sf.: }:•. !ass::: >if?: < %zz�;;z•;<c }f }:.:: ar�a;;' :;:•fY: - <:c.� yz;:.. f:•s }:<s.sYz >;f•;:.::f » : . of Samples Cast: 4 No mp ::%: i{. i:•: nY2)::. 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Xr tvr:s•t.: G -�� %.�Z {l; ��a { }k{e,,•'•�; ` }�>'r..� f . }q sY) � H ` • ' r s f�' v. { f.;. : : {x.}; } /. y.•: : # , :> }.,,, r ;. vs• +;:+:r , .;a. j. { i f } • «::i" v.:, .t iy:• f://•:•. fn •' :: w•.S.:. aS}t Y '•Xytf > { rr' %Y:'#f•+!!: *' fM1 , .Cy�ifl,!: +• >.:iY;'iif �::!LC ^��? {.::.,{•iy,�}:! {{•i9.v{%,. a �, • <{{. }� :: •! {Y „ • { Tlr.`•fYY•Y/t a<}•:Y%n: Sampled at 10 yards. Ticket #307802 { ) }y .. r• : +•Y i Y ;f %Y: • : } . . � ,4:... •).• : %{., a' %a;:•;• } }�sii�;ii: <:. W' fl litM�ltlS�� plliF� �Sf .• {•s:;s # >� 33:�s} M s: : #< ? %.• #f. }fs- } }'r ? ?•t, %Y }: All items Inspected are Conforming •subject to final Weather: Overcast Air Tamp. 52 Non-Conforming 0..b: approval of mix. L.w�... .ia'• !<S< {� ii ; �' } !!•v: /!y ±:�'SS . }S.`atf]S i.. Cyl. No. '{Yw } . 'ZF)�f�%;•. f' +' � ;� � Date Tested a:' /. •�`' . : f�. ; � % },..,. ! ,..w Age Da a .•YY� ' < }. `} }y.'Y:'Z'b'fG..,•>..: � ••Y. . s .,....... .. .+...Lt.: .. x..LA' Total Load (lbs.) to a. .roved .lens and s.eoifioations. 2 :} � }Si:i }:; }53i � � }i: :. a .w •r:.„2 .. iisY :i,$ „c .: �Yr/i. Y) : Y..'ki.. v,�4/`.S. : •�/. .av,w v` 4 'ri•x. ,.�.;'#' {.: n { ; ,•.,f}: •. .: S }> ••` t>J f •4 ) +. •r :r; •: �✓<. ! +:,, w. < {tai V': 6 tt, ., �5 . A .t ' : l }• Y: :: } }:3:........ ? { :Y:>... �r ..a:. .. r...... <£r.... r n .... � }...i�, r<'fs••}ss,3. i .,... Yn:..>. ri. s \�.:£,:..a. ^; }. <} Compressive Comments Stren•th (•si) 27A 7 278 28 27C 28 27D Hold ... :::. �,. ::.i., ::: :: r+, .. .•iii;•::: { :, <• }: {<a; Yi:.: ..... ..t , .. t•:.:!::ai} Y. <�:: <.; ::.. Y .. 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Reproduction In whole or In part without the written permission of WEC is forbidden, Inspector: Jeff Rabe Manager: C. Wearer l __ w E G E ENGINEERING 20420 84th Avu. S., Kent, WA 98032 (205) 872'9451 FAX (206! 872 9464 f {4x' : :•Y:': •iiY � : • }Y ... . : :.:.::::: �: !QSYi }:4'::4i:'•Ji'? ?vY;,S,JYi .........:::::.:::::::: :: L!: � r..... r. ...... .. ... l. rl.:l:.:.::.!•:•; :: ::::•::+ s; Y:{•J: 4 }};:•%:!..:{: er4!'. x!:•}:•! r�{J:•'•.`+:<> YJ %rY£%!'':ss;�£.•;r; }!s£p:s % ? #./ :a ; . .... };.. ; £'7 . lrt� } % { +. � :,'ti`?� nvA}-ir friY - {/, a ..�i: . ' >i !r:4S;.% Y:�Y ;r l:;', Y if .r. . >'.�.prl��q. •• <• r •: .: ,. r "� .%' .'i1 ::9:i2X'r%•A.'ji� "x '. . Client: BEC&E • : >': :: : .: Ji::! '• }S: ^ ;: }:� {'• •: �•J'•: ? ? ?: .. v}: ..r. J. l.. +LA .4. . .l. Y`i:vl•'. {y +.: . 'a .e.• . ', } y.: " ; . :4':;: •:S' %:J K Y . y !.. j. e '{ i V W::4v % q .. .. .Y• , }Ya su ' 'r %t •:i'n . �J } :uk�ylud`.•3�J Y.t f Juri.'•y0: Report No. : 027e Address P.O. Box 3707 MS /4H -07 WEC Project No.: 9102.041 Seattle, WA 98124 Inspector: Jeff Rabe Attn: Karl Olson Date: 4/22/91 Proj. Name: Boeing Caffotoria ,,.... } ..:.:::: { ::«; {•YY ....... f#tegMd! Eff1liVt.+ Nffl' tit4tl:;<>;:>.<::! e>:: i} ;, }:<:r.;£.:£.J;« %::<Y:;:;;f :' Site Address: East Marginal Way West of 9 bldg. Materials Inspected: Area Inspected: Permit No.: 6498 Concrete Restool Masonry Grout XIX Footings Slab on Grade Slab on Deck Columns X i :: NE IN BS EN • r'" r: >r.' ?'ii'.'•i.?.'�Si ?` i :.ii: k ##'rt!' "li »J� : {:r',L.`?•"S in.S• "?.: %£j: 5••,53x.' f..• : ;: ::: 3.`: J::;)::. rr . >r.;.:f;.J:s�w <, }:...:.Yr::.,. C4fotAEl >Y }w {•xa %: .>•£:F: . }f•.),}rr.:.:Y: •'.:` ..... ..:........:... Slump (Inches): 3 1/2 " Percent Air: ne % % Other Beams Concrete Temp.: 80 F Supplier: Stoneway Walls Approved Plans on Site ?: Auger Cast Piles Cement Content: 5 1/2 sack Mix Design No.: 5300 Max. Max. Size Agg.: 7/8 " City Approved Mix?: Yes X No >;Y. Other Batch Weights: Cement 517 Water 260 max Specific Location: Elev.: na ft. Sand 1440 Admixtures ..0 Grid: Footings South & East side Gravel 1960 Other See below '>i ff 9k• ;4,ifc:;r: ;" #£, r>iys,;.j,•j{ #K�Jy /r!' �h{y� `�'�t�...� �yv�,�.6Cyy/`" iY4((•rr•,,:'s' >ir w }; % }i::XO A :x::. }!:ty'££ %rjl, %'r: ?A: <: ii /4:•nvl.•:fC :+AiM1ef1 .. +.. r J$� k' tk#!(?•. y} QN..:>) ?.E!,:. {:£:k } # }:�in:'u. % /fiY.c. sffi£; {£: f: }£ i {££ ££ :' J £� . .i: l �: ig % ?. r +r%: i l'r!::r•£: J t: «:.>{:£;%! Y• J. t .#: {:,'`,r',"Y4,:}>S:f.`�s.�•l• ti Uwrlwirl�f: �wt., £:!?...{:.' R`'. 'l/�fn:f,•y4t:;:4f.,:tY.•.CF:.Y ti:F.:}.. }r Req. Str. 3000 psi st 28 days. Cover Q Spacing Grade Spec.: 80 Sizes Used: 4,5,6,8 (Wan. PI.: 37 CY Grade Ueed: 80 Manufeoturer: no Sample Size: " e 8 X 12 X Cylinders Cubes ;• "1, :•• ,, : 1/3 h {)) V ££:! 4k .:::. r S: }S' i ^r££:yw:'•:!?S£` 4%4 :J} : il: "'4C' }Y S•`�• R :::' s: S±, �., �,::. h;}%}:, �+.. 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Ys:4. 4r. 0.3� y.,.. ?> < . . �tJ : t� ar�en� ?:... �t Y� • �� '•`• r.•.. • Y f, 4 # o >•{4 ;»nY' R�,t Y�.4c•r`i: �x� yqY ;. y, L,�t!yYF•r!Y£ •••.::• { :'� � .4> { { , r• � .M ' '` f 1SM9. . '' } ? ?' Y ,s% �.� i< > ;key{ .:kiY'4.. £�s .:v' ? :; !• M f 'C•) r( "" n ' •'; • } }J < ;Y t '{ yk' ':• •2` �kh'Iq� s•� fo'F'v F� ?:••r..J,. {}kY o . • ;<. J #' {�+;: - � , ' e . 4, ... %4 >: 1 , Yki.:s t. • # V> ` � ! y r Y <.,£Jkf.. s {� '! x,J /.J.i^•.:4 Perimeter & column footings between A & B from 1.4 g line (a rox.) to 3 line. PP Perimeter & column footings on 3 line from A.5 'a }''' .y�4; fi; £ #''"£S•i•'.f'i}`'V.r!.,, J � �� , i i . ;, !! !f` is4 , �� <� f . c ' « .r... ;{� .E:rs >v >'�jl;,, ��" +• �;��„^`c�>:�3�: ;r % {f!{i$�Nr'." y 'Ytg£s ::£`!, !x 4: S' ','.: }:rfll! .,(Si WIN :. ,.,� 4 '% � �, sYJ> zi} £, >ys /.. F .l •:.�'>�4. � , .; ;£, > e f i #j.`.f, < kyi# % sr : 40 i ,. f ,. < } # , G :. ... {s� •. 0 .. • . "›.,� " . £.A .. ;;;;;;;, . + {t � !; �.,•'�'•�;:� v{<>t�: �,y 3s�4+ +s;k�t }; Y.�•+Yr;kt x r < 3 r % . 7 g y e SY� . r 3 }£ ff £ ¢ , . 3. f • •••• � •k'..s's Yc >fi ::�i } ;!�,�• �{ F! 4: y • �f¥k,': ;i' ;:� > �#is+wca�,�£f32a R•;•� <I` • {' $ ..{ <!: • •i ' £ ?.: : {''•i• }!.£ ri /J.•r.s! k.'4' a <�>`::tk4$.x y r {'f �y � ,. • tiF //.^ ' %}i: ' (.• : } +YS•4Yjj``� r, : : y }' � t N j # F'•t :£ +i: •irg17� % i kd £ ry•� 'N(r.iilY {�•AA£,: - ' 1£: ' #y.� :At-. 4 �•iJ(� � �� . f.2 ,• Y :f w: K i,/ 4. 1i.:3 ,,..$ ir :' uA } •', Df4ri� k £ t#Ei. y'•!•. i < .!' { Y:$:YJk . � .•,Y,•F 7f Y. • ' r£ '.. l..s • : ' c ' s o k- ,, Y`> a £ :z'. > ' 4 : ` � �s✓a � ,,; : { • Y ' :x� ' } ..:.:. �� t A ' �'?sY ; I: • F� J£: � :•' [& • \ •' „Cy % > S £S, P ' J s s s . ` � t k { ! ox •,• • ,� • . -... ( 3••� £' '...$ s �j ... �: f y 4 � � . '' 45 4`�> Y `Y Y '3.y t' JtF �> £�� X {, „• t ,' .{? .�: Q' >} ? • ?�!. f••Si!.`f>�:^l'i.J/.£� A r£ !s>Y f:.l. <[•4.Y•.•.: {.; : },..:, � : r „ Y/.% : • !n.. . .: fi: .YAr f!.. (apProx) to E line. Entr wall •erlmeter footint from B.8 to C.6 e• •rox) column footing for entry at C- 3.3 a rox . 4 Y 1 pP ) at 10 yards. _ Sampled Ticket #307802 ;:y }�: { .q;£.: <.'f•.'Y•{Ji }. " 4: YY'•.' r.J: f' i 4:!. k: Q:;:.: f£: r:: �: k!::: � v:J :'� ")•,�: } 4' : ) ; n> . ' : ; Y .J:! k r'„ }F::: ^:i'(r' #:i �£>},�r'r �iY #f:.: 'v,;: :• .4r. .i yr}$ {y �i4:Y,�eit• e�� /,�,,,� �.r,,- t:::::•: :4s,.,i,:,:, ....... ':., {. y...L. ,. Sx {1 #} `'y{} »:!•;f£:'1 .£ rK{• ik��>.,.';#£: �Y1761�Qr{ Y{ �ttQlf l::: Q Iff/ 7t:: lti!.,;` k?: t:} k!}: kf•:.'•: 2�< :;�:;:v2i:'ka'tx::$: > } }:5:: ?.y. All items inspected are Conforming X •subject to final Non-Conforming VA approval of mix. Weather: Overcast Air Temp. 52 to a.'roved lane and a•eoifioations. +{{: ::{:4 }l:{:i{•Y ;:4:•Y:• :..:::.:.......:. vv: : ii }Yi •v; ?; .:.. ' <i, {•Y::.:.4. ?..,..44r.:r.• }.., r.. Y };.Sy }..:::. w,,.a}!n •.4 A:J:• .i':S•r:: / ....1..•.,...Y4..... .. .r. J.+S\ .4 .{.>r'. r..2. x`..h!.:i, }iS:v.. ...{! t ?! {•: ?• }£:N.•J:! n4S�: A {Y:4:4:� ?C }•}:k:J.•K ?! {{:!.•:{< ; ..::. r:t! „. { :. : ,::r::: r,...,. J.:.:r :r r +: •. <.•r•:r : ':.:.'.'.:,r :r.,..,.:.:: K r .�::::... ...,!... ..... < ..... ... .....J,..t . :::r::..::::::r::::r.:.r: :••, �C 4: :. '.iw. •?r. -r v. :. v , .,...,,.. Q•:..A'• S•i.v:v J ,}•,% : :.v££ v:,•:: ? .. .4r?.... ... .............. , ; ..: <4 J '::. } • { r':'., "• Y. /. .:. /•...r\!:.. . f4 ., •:�' % i ; { :; ; } i. ; : Y . : n• >:fJa.,. '�{�S' }�!CYk'v%!' ;')r`,k .: Y 4 ' { /A,: :•:•{i\:.n}: >: %% �iY?:{t<?RJ..:.aY. <}, :v:;�;.. A�•( w<v:n rNVr i3+$• r •: \QS rv.v} ::. i..4:,,, �. , Sr. !.. >Y. �v y ' } +�v�� ... : . i r .A t' .,t.✓.' "�i�. �... 2? �...........},..... Z. v.. ...r.....f....n..... \.\'.:<+J.. 4<!«.. X.'.M!{p10! h..:•.. n.. f>6"Jt�.{'!ai:lJi�.'T)''k! \.:.. n. Cyl. No. Date Tested Age Days Total Load Compressive Comments (lbs.) Strength (pal) 27A 4/29/91 7 100000 3540 Cone /S.1it -�--� 27B 5/20/91 28 27C 5/20/91 28 27D Hold ..: v:.v:; :.::::: ..:::..:. ................, ., :•:: :.,: .. .....: ........... ..�,,,:::::::: •.:•:::.,::•:. ': ::::• y .; ..... :2<r . i. 3. .J.... £,., :., 4 ..;,:. ... .Y rY;..:..,...:,.. <. ,..:. i..: ..........................: .y :+: n:::. } }:.;:: v :. �: ::::: ......: .: .,::... ij,.....,.,.:w:: ..................... .. ^:fY ;>';4}:•.'vfJi is ix�i. ' .::!? % {•;'•:t4:J.. n:! +: +•i' ?•: Y: {.:,i'.'::�if:'JY Ji �' !; kkkvti Y't'; ,,.... .,.......4::.. ......:. :.,, ,. :... r., ....,..:...�:: :.>::..: r.r. ...:::: :: }::�: :.� :.,... ,: ... !: ,•.v: {..•+.•: Jkd:. {::(:f'•rif::�s::::S'i f :.:..... ...:........ ........ ..:...... .. ...... ............... ..! .. n. : :A};: •YYY ::. :: :£f }tfiji >k': ^� >.r,. ,::: r: +Y:.v ?::.::: :' +:::�. ?v: }.C:::. �:::::::.. .:):.:. :,: :.:...... :..v:: ,. %�•: ..: .: nv v: >.,: ::.4J - }r. "::.:£.: }'. }nv .;; t'.J' ? +. {'''•Y }k. 4. {::. : •.{�: .....,.........:. ..,......+ :r :.....,.....,...... :....•.,... ...C.....,,..,.i..,,,:.,•..3 >.; }•'S:k.:; :;:: .. .,. i:J:.,•.,•J iY•:J: o' x•£••:{ ds'.::.:. 'L.:!i>:!• ;::,:�};;{, ?~...,,.., ........ai::: :• :: •. ..:.?:?:; 4 ;:'Y: < ?;.........x:.::::.:•... ::. .. . _::: :::.�:.: •: ..n. ....... r .. ....: ... .... ..... :.. ..... !.:.. .::::::: ,::•:.r:, .......; ..,. . ?. .. L''.'{s : ::.:v:.: : „••: ,:'.: {:.;:.,.1.r. :.. :•:: •::. :: }.. ..:..,.., ..:.. n. ., .. ?..... ..... .. •. r..:...... . . :. ... v. r.. .:::: ��: ::.::.Y..:.,.::.:.:.:.:.) •: 4Y• Y::.;?; r::::: 4} YfY;. Y.{::: ....:............... .. ::: {.4:::: •.vn• .::::: :: ... ..:...........,... .,.:,.. ............... :......... ...... :......:.......;; ...:......... .. .. .. ' <!v:J::i•;:.: :YY:•Y:.x {:}: ?•:: • :,;,;.}; < {;: ;.,;,!.v: .,. ,...... .r. .. r.: ;;.::�::, r4•: ..t. ....!....,: r,... ., .... .. ...<..: .:. .r :.::,:::.' r:t:.Y:: ;., :.. { :. :, ?,:,Y••: •. <..::::: . .....n..... }..v.. .....,... •.: vv.:.:4n::: n•.•.•. ,. ,, :'4'Y { :. \.., .y::x- } ! {::: v; �.... \r.} ..M..L {' }k•Yi?'• {£w�•':'::k�: 4•' +.: •;kY r,. .:Y..v.•:Yf {::::::::: i.... ... ......v .. .. :,: :'YJJ1:•., {.. .. kFn :,..A ..0 .•>,v4.$`.. {.:.� {:.. v ?:::: ...,.,.,,.........:..n:..:.. +.........: .. „n,rr.,,n:.,.v::::::..... ,):Y.:,.2.: Y: >::.?:. .., i. „ :+:•:•:: ......... r. ...... ............ ... .. {.. ,•.i. .......... ............. .. .... ......: }�£�}.5 .1.., .r.!v k: { ?�':. :,! ?:•. .. C.,k•:S: �, >,�t•: Y:ti ?•.4 • ;.: :.J: ......... r ...... :........ +Jn . ,.:..:..... ........ r. ,..........,. {>..:.Y . ..v.....:.. ....,. +,....:., ....:.::. S.N,•'�Y!#� {}•�'�'t .i££:v.4.... ).::: . ..i ,\: n v ......... .............. ...... .......1.., :.. :..., 5..:...... ... ........:........ ... ...... ..:?. �:•;/ r. k:::.;}. w•!:. 4:: iY' Y: v?.. vn::\:? Y : < ? ?::t:.,;,<.:£ %�:•''i:J;i.'ri : Yf: v: r: r +Rcci # #, . .!::Jig:•: E 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other All reports we considered confidentl.l and are the property Inspector Jeff Rabe of the Client and Wedge Engineering. Reproduction In whole or in part without the written permission of WEC le forbidden, Manager: C. Weever ENGINEERING 20420 84th Avn, S., Kunt, WA 98032 (2061 R77 -9451 FAX (2061872-9454 Client: BEC&E Project Location: P.O. Box 3707 MS/4H-07 Permit No.: placement. footin 98124 6498 on All items inspected are Conforming © Non-Contorming0 to approved plans and specifications. Date: Proj. Name: Report No. : WEC Project No.: Inspector: 028q 9102-04i Jeff Rabe 2/24/91 All report. ere considered confidential and are the property of the Client and Wedge Engineering Corporation. lirptotimtron in whole or mut without the wt:iten permission of WEC is forbidden. ENGINEERING 204:4? ::Ati% Av■t. Ktivt, WA 914032 P...1 r ) (7) 81? 9454 Cafeteria 9-12 building/Waterfront Park On site to inspect footing layout & rosteel prior to Thursday's placement. Contractors setting forms along remainder of West acted fill. Contractors settin forms on East wall. Iron workers not on site et. Told side for erimeter corn supt. ok to button up East side wall forms when horizontals are set since they could be inspected from top. Supt. said it would be Frida before concrete was •laced & would call office for exact time. Resteel to be Inspected 1 hr. prior to concrete CQC Representative: Jeff Rabe ./ Manager: C. Weaver A .1" • . . Writer has thought footings scheduled for placement 2/25/91 & walls for 2/28/91 but contractor says now planning on footings in morning & wall in afternoon on 2/26/91. Atin: Materials Inspected: Concrete Roe teal Masonry Grout Other Approved Plans on Site ?: Yos Ell No Specific Location: Grid: Req. Str. Quan. Pl.: Sample Size: 6 "X No. of Samples Cast: 4 Mis 5500 has been fully approved mix 5501 is identical to 5500 except 175 oz. air Entrapment admixture is added aer yard. Placed at perimeter & columns footings line 3 from E to F.2 approx. and between 3 + 1.8 between 6 + H. Stem wall line 1.2 between A.8 + G.2 ( approx.). Sampled at 27 yards Ticket // 309329 Weather: Cloudy BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson l i pectioms Performed 1 Inns Ott. 1 Engineer 1 O,vrv, 1 Contractor I At: h t niter 3000 psi 48 CY 12" at 28 days. Areas Inspected: Footings Slab on Grade Slob on Deck Columns Beams Walls Auger Cast Piles Other Elev.: UAUTY A8O A N Cylinders Cubes Total Load (lbs.) ft. enter is ;. Air Temp. 81 ompressiva Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: Compressive Strength (psi) All reunite ere considered eonfidenttel end e.e the property of ttte Client ,tr,d Weape lien ah,cnon 6t whole pen e,or.0 n the .enn. p.m„ ...• .11 '..4 r .1 to +b 029c 9102.041 Jeff Raba 4/26/91 Boeing Collateral East Mar 3- 62 F 5 1/2 sack 7/8 517 1280 1950 Reti 60 60 All items inspected are Conforming Non - Conforming inai We West of 9-08 bldg. Percent Air: Supplier: Stoneway Mix Design No.: 550 I City Approved Mix ?: Water Admixtures Other Comments 240 max. AEA .75 oz Spacing Sizes Used: Manufacturer: na m nce:a. Work ................... :..... 4.5,6 to approved clans ands ecifications. trertgth " Ata:,.at C. Weaver ti is:} iiriSi : >:in^!ti::•::T:: ^i ^:i`i:y: + v ; �Q,�. }• : - �e `r.R:r' , ' +v' {pt ?•r. WC .•'; ?. G: •::.v`;n : ?' iG::'i•�; :::f =:,;::ti+s +•;::: :'.2'•' ?� \; `f \' �'C:iCI� }:. [G4 :1 •�kC : 2• T •O. afi'' : •4 - <4 ."�•': a^. 2�r< r`-\ Vl s.` �^. ��o"'.^£ �4+` �w". y. ;F�ta.:ilMo;;k.v..::?.VCf2 >);.: %`y!%. v3%ri��?x... �:r�.2 >z �H�:`a::..,.:::?% w G E Client: Boeing Proj. Name: Site Address: ; Standard: ASTM 0 -1557 Proctor Mold Tare Maid Volume Weight of Wet Soil + Tare (lbs.) 22.82 23.46 23.16 Density Data Weight of Wet Soil (lbs.) 8.37 9.01 8.71 Boeing Cafeteria Boeing Development Center 14.45 lbs. 1/13.333 cubic feat Weight of Dry Soil (lbs.) 7.23 7.72 7.36 Maximum density 102.9 at 16.7% H20. (Modified Proctor) Dry Density (pcf) 96.40 102.93 98.13 Weight of Tare (Ibs.) 2.12 0.72 0.72 Weight of Wet Soil + Tare (lbs.) 3.24 1.98 1.75 Weight of Weight of Wet Soil Dry Soil + (Ibs.) Tare (lbs.) 1.17 Moisture Content Data 3.13 1.26 I 1.80 1.03 I 1.59 Report No.: Reference Report No. WEC Project No.: Technician: Date: Sample No.: Sampled Location: Soil Type: Weight of Dry Soil (lbs.) 1.01 1.08 0.87 Weight of Water (lbs.) 0.16 0.18 0.16 Moisture Content ( %) 15.84% 16.67% 18.39% Dial Reading 1 Saturated 020p 9102 -04i Jeff Rabe 4/12/91 & 4/13/91 008p H2O Main Removal Black fine slightly silty sand (SP) Cone Penetrometer Data Dial Reading 2 Dial Reading 3 Average Dial Reading 0 #VALUE! 0 ENGINEESP.IF.M 2()420 84111 Ave. Clieni: ' - ' BEC&E WEC Project No.: • 9102.04i Address P.O. Box 3707 MS/4H-07 Report No.: 070f Seattle, WA 981 24 Inspector: Dan Weaver Attn: ' Olson ., s. Date: :: 5/28/91 .:::::':::i::::::.::;::;1:,::::M::::':::::;::::;: ---- Permit No.: -6498 Proj. Name: feteria Material Type Grade CMTR Yea/No CC Yes/No Fabricator: Blue Chip Steel Steel A38 Yes ; Steel A500 B Yes ..:.::alill Material Tolerance: A-6 Steel 0:?:::00,1N.:?Igi: 'f.:a:ii::::::•*::i.:!Iii,:::::'::::: Steel ::::::Ni:::::::::::'N:::::::::::INEEMYMMEMIE11.1 '4 '::',.:ii:::a:":: ,, • : : : :i'':;:';M::: . Other Steel Weld Procedure Specification: Fit-up: AWS X Other Prequalified r -r i Qualified MI Welder Certification: Holes: Sub-Punched Punched Drilled ::;Ni.: Gage Centers GOL X X X WABO X AWS 11151 X ,.......... Other: Diameters: 15/18 Shop Drawings Approved?: Yes X No Note: All of the above must be approved and accepted prior to the start of fabrication. Welds: Fillet Partial Penetration Complete Penetration X 0M.IiMai:iig000:::::: ........................................................................ Assembly Tolerances: . ...... '.'. , '::::::•*:;::::::,:i*::- Doti AWS .:'.?•: AISC X Other: S e r s M dl ig ii:: 04:08 rif ::::i'iii•::: All item inspected are : a :::: it QatO4 w/1 2 Y6 No Conforming X Non Conforming to approved plans and specifications. . 94,IP .... L3 AgiMIAT:::::.**16 lialtdOleiliii MWON:MAIMP Oink Q.Ws: PagligeMiliniggIntratIONSMININISP 2B 2. ::::::::mii:EN:0:o.i.:?:::::.: OPM:.'..`::,:al.::%'..: .:.0:::::::w.:2*?. :?.:::::::::5N004 ......... iiiiiwomie:ii:::::q:::: :::::04..e"*.W.:U All certified test reports for steel have been submitted for 2C 2. •:::::',:::::?.,..I,... Wi:iiiiNg.i:6;i:xi:.:a .,.,,.;'.: :0::::adeAR:riin: .. g......' the A500 & A36 plate and A36 wide flange beams. All 2D _ :::;:a M.:.:0'405;:i.W00:::.:MI M ::::ON:::: welding is acceptable as .er a..roved she. drawints 4C -R .... .... :t;RiS:il .. ,.,..,_ ,.... .... ...„. Minfakd •:::::::,.. and AWSD1.1-90. , 4C-L ::::.%:,:o.::,* 45.i:::.:. :::::0::*iw. ::.:g eii;I:::::::::0;g.::::::.: 3A -R :: In 'URN. It 3A 1. aletal Matial 11,61114 RIENNO INIMENS INEINES gaigatall itargat 1100110 5.60.42011 ESINCE1 : :,:i.w..‘,;: ifam:::: imio.::Iim.::::::am: :w.:;..mi.,m:,..Jxoi.::,-,..: ::::::..::::::v:......::::i..w.::v.: Nagrind ifintili tilli'MUI Inate 0141.1.0101 8.16,0 niegt MI Ringing glinittinti.0 g45 ning4C N 1N.WMan I Bldg. On. 1 Erin.., 1 Owner 1 Contractor — 1 Arch. 1 Other All report. we considered confidential end are the property of the Client and Wedge Engineering. Reproduction in whole or in pert without the written permusion of WEC is forbidden, Inspector, Dan Weaver It' Menne,: C. th'eave, / ENGINEESP.IF.M 2()420 84111 Ave. Client: BEC&E Address P.O. Box 3707 MS/4H•07 Seattle, WA 98124 Attn: Kert Olsen Weather: Fair Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Lino Describe: Sample Number WOMIMMa: ,„. Location Nuclear Densometer Cone Penetrometer Accept/ Grid Grid Elev. Density (pcf) M/C (%) Comp. (%) Depth Reject 65 E 100' E 10' W MH3 MH3 MH2 -1' -1' • Shallow t ench, only slight rows & undermining of asphalt at time of site visit. Weather Auger Cast Piles Driven Piles Other H20 line backfill Location ..135.3 ..135.5 -139.9 Air Temp.: 60 F Yes No Elov. ..6.8 ..7.1 ..4.8 lieinarke • SCAL):: ft. Soil Typo ..97.5 ..96.2 ..99.4 WEC Project No.: Report No. : Inspector: Dere: Proj. Name: Site Address: Permit No.: 9102-041 052s Jeff Rabe 5/21/91 Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Boeing Cafeteria Cafeteria 9-12 building! Waterfront Park 139 95 Eqiipnont Type: Type: S/N: S/N: Calib.: Calib.: Tests Required All items inspected are Conforming Non-Co nf arming to approved plans and specific ition.;. pct 94 % Depth Accept Accept Accept 1 „.,. .........., 1 Eiltio. Off, 1 Engineer ; ..' ;., i ,-1;- ..:r■ , % , ..i.' , 0q . "'• , I ..: n . u;•nsi;11 /Phi /uf; It, ;),,,k,,,,I; li ...........--.... . 1 Ov. 1 Connector. I : • ,' - .1 . - • : n:' ... t ■-,t; , po.r,•.,e .,. ;,. T ;•, ',, n. .,, . . . . . 1 Al...i.h. 1 Other . . • M.W*: :0m:1W4m:*.M.:',.:.,. 8TEEt. .. FA REPORT ...,w.::::0::::, -.. ,,•?..-,.,.., i::::::: : Client: BEC&E WEC Project No.: 9102-041 Address P.O. Box 3707 MS/4H-07 Report No.: 075f Seattle, WA 98124 Inspector: Don Weaver Attn: Kam! Olsen Date: 5/29/91 •:• . %, . . Permit No ..6498 Proj. Name: Bonin Booirgsftotorin Material Type Grade CMTR Yea/No CC Yea/No Fabricator: Blue Chip Steel Steel A38 Yes ':i::::::::'i,i;:iiig::::g0::: Steel A500 B Yes to i:::::::::::::::::::::::i.g.:::M::::::: :::::::::::::i::::NiVga::::: ::::::::::i:::::-E:: ..g Material Tolerance: A-6 Steel :::::::::ii;n-;::::;:;::.::.: i :;:!:;•.;:::::::;:::::::;::ii:::'•;..::::::::::_ :* ,.:,•: Other Steel MMONWO ' W0* gN Weld Procedure Specification: Prague lified Fri Qualified E:l Welder Certification: Fit-up: AWS X Other Holes: Sub-Punched Punched Drilled — ,....;... , :::;::::::e:: Gage Centers G OL 7.7 ....., X WABO X AWS MN X Other: Diameters: 15/16 Shop Drawings Approved?: Yes X No Note: All of the above must be approved and accepted prior to the start of fabrication. Welds: Fillet Partial Penetration Complete Penetration X ....,...— Assembly Tolerances: MAI:iig*Ng.i.:C'''' - •••••"iii.;::: , ::,:iiiii:iii:i::::i:i:W•::i:i:ii:i0.1::.:;,iiiMar7777 Coatings: AWS WS AISC I x [ Other: Millage Verified Yes X No En ... Millage ..001 thousandths Fq Faying Surfaces Coated Yes Field Welds Coated w/i 2" Yes No No X All Item inspected are ;;Mil X Conforming X Non-Conforming Load Out: - .. to approved plans and specifications. Damage Ri,ii:1 Accept X Ai ii,„ i:4 iii Ilia ii • 'il?.::::0::::,riMiP::::::::::N::::::W:::::: NAIIIIIIIIONINRINOltplairiNIMOININAMIIINIIIiiil 5G 48 7C All items are accepted for final weld inspection and 5F 20 70 load out acceptable. 5D 2B 7H 8A & 8B are still In process as of this date. 5C 2B 7K 5B 2C 7F 1P-L 2C 7G 1P-R 4C-L Load out accept 5A 4C-R 8A (5 qty) 6B 3B-R 8B (2 .t ) 2A 3B-L In process 4A 2A 3A-R • 60 3A-L 6A 6C-L 7A 6C-R 7B 1 Bldg, On. 1 Engineer 1 Owner 1 Contractor I Arch, I Other All reports IVO considered confidential and are the property , of the Client end Wedge Engineering. Reproduction in whole cr in Pe without the Written perrniseion of WEC is I orh.diten. Dan Woevere ................, ,,, C. Weever ENGINEMING E D G E Client: BEC &E Address P.O. Box 3707 MS /411 -07 Attn: Material Steal Steel Steel Steel Steel Typo A36 A500 Grade 8 CMTR Yes/No Yes Yes CC Yos /No Weld Procedure Specification: Praquelified Welder Certification: WABO X Other: Shop Drawings Approved ?: Yes Note: All of the above must be approved and accepted prior to the start of fabrication. Coatings: Millago Verified Millage Faying Surfaces Coated Field Welds Coated w/i 2" Load Out: Damage anamommom No rejectable Indications wore found load out accept. All welding is acceptable as per AWSD1 .1.90. 1 titan, Olt. 1 Own.,. 1 Arch. Seattle, WA 98124 Kaarl Olsten X Qualifications:' Accept Qualified AWS X STEEL FABRICATION.: REPORT:.: Yes L2__1 No ( ..0015 thousandths X No No X X WEC Project No.: Report No.: Inspector: Date: Permit No.: Proj. Name: Fabricator: 9102.04i 085f Material Tolerance: A -6 Other Fit -up: AWS Other Holes: Sub - Punched Punched Drilled Assembly Tolerances: AWS Other: Awl nro is p•op -,ty n•. ..r 14;.. ., 1:'1 art )•:. Dan Weaver Diameters: 13/16 Blue Chip Steel X X X Welds: Fillet Partial Penetration Complete Penetration Gage Centers GOL 15/16 AISC. Conformer ee';.'.o C . All item inspected aro Conforming I X I Non - Conforming to approved plans and specifications. X napa oled iz X X I X I 9G 9A 9F 9B 9C 9C 8A Sgty 88 2qty load out 10D 108 101: 10G 10C 80 10H 2qty 10A D E Client: BEC&E Address P.O. Box 3707 MS/4H-07 Ann: Seattle, WA 98124 Koarl Olsen Quificstion Material Stool Steel Steel Steel Steel Type A36 A572 Grade 50 CMTR CC Yes/No Yes/No Yes Yes Weld Procedure Specification: Prequalified I x ' Weldor Certification: WABO X Other: Shop Drawings Approved?: Yes Qualified AWS El Note: All of the above must be approved and accepted prior to the start of fabrication. No El Coatings: Millage Verified Millego Faying Surfaces Coated Field Welds Coated wii 2" Load Out: Damage Yes Yes Accept Yes P No 1:77.1 ..0015 thousandths Ell No No x x Remarks No rejeotable indications were found. All welding Is acceptable as per AWS01.1-90. WEC Project No.: Report No.: Inspector: 9102-041 080f Dan Weaver Permit No.: ..6498 Proj. Nomo: Bo ' Caffotoria Fabricator: Blue Chip Steel Material Tolerance: A-8 Other Fit-up: AWS Other Holes: Sub-Punched Punched Drilled Diameters: 13/16 •••••••••rf, x Welds: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: Gage Centers GOL 15/16 AISC x Coif�rano of Work . All item Inspected are Conforming Ji Non-Conforming to approved plans and specifications. 1H 4gty 10 2qty 1F 2qty 1K 1M 1H 2qty 1G Sqty 10K 4qty Bullseye no welding 1 slog. og. 1 Cftoinelef 1 avorlc, 1 CorttlavApt I Arch. I Other AI urpeets are considered confidential and are the opetty Impactor, 011 W of ‘ht (Ntref d Wedge trogit1Offing. Repro :1..1010n In v,t•obt or 0, ./.■ItNo.t the yvtjlttrIpermo,tion of V.11 t' ■tt f.ff ENCINCI P1',!(; Client: BEC&E Address P.O. Box 3707 MS/4H•07 A I • Material: Type A36 Bolts: Welder Certification: WABO Other: Coo hard bolting. Seattle, WA 981 24 Karl Olson Grade CMTR Yes CC Yes Typo Grade CMTR Yes CC Yes Qualifications 1 x 1 A325 2 Weld Procedure Specification: Proqualifiod I X I Qualified 77 1.111 1 1 Act. 00•••• • _ . • ' AWS No No No No Erection Drawings Approved?: Yos I X No Note: All of the above must be approved and accepted prior to the start of erection. CoatingG n' p : .............. of Field Web H 2. Skidmore on 7/8" 325 bolts tom to 350 ft. lbs. for STEEL ERECTION REPORT Received: Damage Accept F__i Remarks 1 Setting & tamp bolting on T/S columns. Report No. : WEC Project No.: Iretpeetor: Date: Permit No.: Proj. Nome: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Bolt Diameters: 3/4 86o Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yea Tension Control Yes Conforming AI: p,IM yjoIrje•Ille 11,1 A". •.+I I. /10 41'."! ro 9102-04i Russell Rof:14 5/31/91 ..6498 Bo • affoteria Cafeteria 9-12 Building/Watorfront Park Field Welds: Fillet Partial Pen Complete Pan Electrode Arbitration Proc. Yes Erection Tolerances: AIS Torque Wrench S/N ..12110 Skidmore S/N 9010-015 X No final sets complete. Other Bolt Typo: A-307 A-325 A-490 X 7/8 for test No No No No No l xi n All item inspected are ri Non-Conforming to approved plans and specifications. Pieo Marks Inspected U(, X X Other: Calib.: New Calib.: 6/31/91 vv E G E Client: Address Attn: Materials Inspected: Concrete Restool Masonry Grout Other Approved Plans on Site?: Yes x Seattle, WA 98124 Karl Olson Specific Location: Grid: See below Cyl. No. BEC&E P.O. Box 3707 MS/4H-07 litripectiona Performed No Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cost Piles Other 3000 psi at Req. Str. Quan, Pl.: 19 CY Sample Size: 6 " X No. of Samples Cast; 3 Date Tested 12 Walls & stem walls at following locations: between 1 + and A + B except at A.7 from 2 to 15'9" West of 2. Between 6+ H and 1+ 3. Wall 6' South of A to • . mprex. A.11 and G.2122pprox. 6' North of H on line 8 1I2 East of 1 line. Sampled at 9 yards. Ticket #309275 Mix 5501 is approved mix #5500 with Approved AEA. 34A 5/10/91 7 34B 34C 5/31/91 28 5/31/91 28 El Age Days Elev.: 28 days. Cylinders Cubes Tote! Load (lbs.) 128000 166000 176000 ft. emark Weather: Fair Air Temp. 64 Report No. : WEC Project No.: Inspector: Dale: Proj. Nemies Site Addre Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand G ravel Cover Grade Spec,: Grade Used: Compressive Strength (psi) 4530 5820 6220 El 034c 9102-04i Jeff Robe 5/3/91 Boeing cart, tem' East Marginal Way West of 9.08 bldu. 6498 3 it 60 F 5 1/2 sock 7/8 " 517 1950 1440 60 60 ,•. pan • ••• • Con(�rmsnce �t Work All items inspected are Conforming Non-Conforming Shear Shear Cone Percent Air: 4 % Supplier: Stonoway Mix Design No.: 5501 City Approved Mix?: Water Admixtures AEA .75 oz./100 Other Spacing Sizes Used: Manufacturer: no x I to approved plans and specificetions... Comments • .. • ••.' • • • , • • , • , .• • . • .•, 4,5 F.11 All 101,011$6 to,r con...1,441d cutfmt•miliol •.ii sac ft. ;,..i.y.r, . i't •!,' I :.,i' ' • Jell t Contr•ct or . 01 1hr elvmt 1 ,,,, , 1 Stvin.wring, flaprOdutt 1,i •..../..:... ... ' • n,. f ' /;;;;., r. t■tl iumn■selori GI VOX it. 1,..t,.. • ' C. Wo A y r r ...............---... - . . .. . ......................- -.....- ........... . .' : : i:Y.Yp•; + ? .r r��Mi�saR�i.�: }: �G : f. � 161: ' r :::: .'a... S�. r: n xsY:;: YY: L.Y:: n:• a�}}:;•.}:: i:: ?: r;;�,.pG:G•;; %::;:_: >:�:.. :rst:Y ...•�1 �!S�?f;.....,...,:::,::: ,:t?•:: >:....:. h:3`si'.'�,x�r,'}iG?.y Y�<{�{•�.:;. :» xY.Y.c�3:8: ostF• Client: BEC &E Report No.: 053o Address Attn: Karl Olson Materials Inspected: Concretc X Resteel Masonry Grout Other Approved Yes P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Plans on Site?: No In pections Performed Specific Location: Elev.: Grid: Light standard footing 'beta Req. Str. 3000 psi at 28 days. Quan. PI.: 2 CY Sample Size: © Cylinders 6 " X 12 " 1111 Cubes No. of Samples Cast: 4 Ticket #311549 2 yards Weather: Cyl. No. Date Age Tasted Da a 053A 053B 053C 053D 5/28/91 7 28 ;• >StiY ;r ; L . 1 Bldg. Off 1 Ow 1 Arch Fair 1 Engineer 1 Contractor 1 Other 28 Hold Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Total Load (lbs.) 119000 ral ft. a Mgr ke Air Temp. 60 treE Y om a• e WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: 6499 Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: _........: }Y ,7rrtfSA >:tA� Compressive Strength (pal) 4210 All reports we curwider.d confidential and ere the property of the Client and Wedge Engineering. Reproduction to whole or in pert without the written pormiasion of WEC ea forbidden. ENGINEERING 20420 84th Avu. S., Kunt, WA 9zu73 (200) 872-9451 FAX (2001 b:7:. i'•, 9102.04) Jeff Rabe 5/21/91 Boeing Caffeteria East Marginal Way West of 9 -08 bld 3" 82 F 5 1/2 sack 7/8 " 517 1440 1950 Shear /Cone h•pacto,: ' Percent Air: na °6 Supplier: Stoneway Mix Design No.: 5500 City Approved Mix ?: Y Water Admixtures Other . :::r. { ?L:.{ {{ >Y} { } ; >�qi ?:: <y :•$: ^':h p�,y]`` tLy� y y y � • rt;• Y•'{;; % { rri%'•r { %.i ?: " :i } .'• ?: ;' } :::�3':� ?�:i':< ....... r.... � ..... _ v ? >l.,;�L. ::: �.: i.�:LLS::.i`t!R(l V1.QN,y� LL. ? /}?. }?:.f .:»4r:: ?• _ Spacing Sizes Used: Manufacturer: ?::;5; }iq: {:}fti + ?i.:j.: .. ::•'j :� }YF {? {v >::::l:Y,t }j': ?}J% '1i<Y }�:�K::i:::. .�w.��w:wl ?• %';' %; { \:� � :.¢ir}}:!L•'f.,5 } :. ;y ?. •:rlf �Yy.,3£Y�'}` vC: / iw:?:.! %• L� {Y'?L•Y:':: } +.:a:YY:a } }:v +:::o ..e% j' %F327: ;; `: k ' y 'rs°•:J h' :,'N?:. <'�' 1 txr L....:: }',' %;r +icr:`: %: >��C::it•'.::i: L;iE�. nisi? :�.#•�?y':fyr.Sy�'u}'�nS3� :'Y Y• iA ': ` i <: } L: <'�Lh {y'•f {r: y {;: } }: is } ii:�i {i :• >:i•Fr J;: � ;:}::. x��':•: •;.� ,`. Ya ::2 %•�ivrLtu>;::'.' %2�G ?Y' ? } .. , `:.. <:.:i:i: <:'•i:} Comments Jeff Rabe 250 max. Ell All items inspected are Conforming Non - Conforming to a • • roved • lens and s ecifications. G Y d.'L, < /::?••:.: :, Y.?.:} r i ; }��c {`•2,`: �:�L }`:2., }:� SJ::. Yr:: C. Kx`:.:G ?G.:. }:.:. •: Manager: C. Weaver�t•' 3,4,5 na mmin Client: BEC&E • WEC Project No.: 9102-041 Report No.: INISPOSR IffignASES itagiggign 7H 7G 7F 7D 7C 7A y Address P.O. Box 3707 MS/4H•07 Attn: Seattle, WA 98124 Karl Olson Materiel Steal Steel Steel Steel Steel Type A36 A500 Grade B CMTR Yes/No No No CC Yes/No Weld Procedure Specification: Prequalifiod pq Weldor Certification: WABO Other: Shop Drawings Approved?: 1 slag. oft. 1 own., 1 A/cti. 1 Engineer 1 Contractor Other Yes Qualified AWS ICI Note: All of the above must be approved and accepted prior to the start of fabrication. No CMTR's have been eubmitted to WEC as of this date. All welding Jet acceptable as per AWSD1.1-90. Inspector: Date: Permit No.: Proj. Name: Fabricator: 063f Dan Weaver f3 1 -6498 Boeing Caffetaria Blue Chip Steel Material Tolerance: Fit-up: Holes: Welds: ENGINEERING 20420 84th Ave, S., Ktm, WA 98032 (0f.:4 i;72.0451 FAX (21 Sub-Punched Punched X Drilled X Diameters: 15/18 Assembly Tolerances: AWS Other: 7K All reports ore considered confidential and me the property the Client and Wedge Enoinaering. Reproduction in whole or in psot without ths written permission of WEC le forbidden. A•6 177.1 Other AWS Other Fillet Partial Penetration Complete Penetration G age Centers G OL AISC All Item inspected aro Conforming Non-Conforming to approved plans and specifications. Iropector: Den Weever M onager: C. Weever ENGINEERING 704:?0 x",° x"... x' coo. `vx VAX <z/o erc ,*u . #ienu BEC&E Report No. ; 072q Project Location: P.O. Box 3707 MS/4H-07 WEC Project No.: 9102-041 Seattle, We. og,o^ Inspector: Jeff Rabe Permit No.: e498 ` Date: 5/28/91 ' Proj. Name: ovninnconaxmu ono|to to perform earthwork observations mtesting. Contractors are preparing to excavate phone line duct bank in aren between H20 & sanitary sewer in vicinity of MH3 to MH1. Supt. said this was to be enclosed in concrete. Gas main oico gooa in this ares at later dato. Electricians have excavated a shallow trench in fire main backfill for P1V line & backfilled. Utilities contractors are excavating abooknx|nn storm drain lines. Please see report 071s for test results. Also noted that plumbing trenches underneth building footings have been backfilled with concrete with PIV o|ovveovu,,ound|n, ^^|.nv" East side v,buUu|n,. On North side ot buiidln. two trenches remain u,uo sleeved &ouvx/U|^u. Also noted thath^oon! drains wo,w»o|", Installed with ,on !ravel uovxnxin this area. Poe ,mwv| wiH have to be ,o.v",vmma to .mt concrete under fvunn^o. ^ . Site pv•t. said he did not conalder tho two remainin, ^lumNn, trenchos to be NCR's since the were not finished with work at this time. Plumbers msleeve & backfill in near future. All xo�o�opvo*xma omz Representative: m o� �,nvu^ conrvnmno mon'cvn/vrmi"nE:| Manager; C. Weaver tv approved plans and specifications. All reports are considered confidential and are the ProportYu the Client end Wedge Engineering Corporation, wroduc..."* whole "/" pert without the written permission "/*pC iit'oruv+". ENGINEERING 704:?0 x",° x"... x' coo. `vx VAX <z/o erc ,*u Client: Address Attn: Weather: Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Line Describe: Trench backfill utilities Grid 1 Grid Storm Drain 20' N of bldg. Electric PIV Trench 100' E Hydrant Electric PIV 10' E of hydrant Fire Main' 10' E of hydrant Fire Main! 100' E of hydrant BEC&E P.O. Box 3707 MS/4H-07 Seattle, WA 98124 Karl Olsen • ••• • h " • :" • ••• ......... . • . • . • • • • • Location Fair Air Temp.: 60 F 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Auger Cast Piles Driven Piles Other Yes Elev. Utility backfill ..7.7 No E:j ft. Reinarks •••••••:"",!: • ..97.3 WEC Project No.: Roport No. : Inspector: Date: Proj. Name: Site Address: Permit No.: 9102-041 0718 Joff Rabo 5/28/91 Ref, Modified Proctor Roport No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S/N: Callb.: ENGINEERING ..• • Cone Penetrometer Boeing Cafeteria Cafeteria 9-12 building/ Waterfront Park ..6498 . ....... . ..138.8 —4.5 95 Typo: SIN: Calib.: Location Sample Number lee' Soil T Tests Re ulred De th -..1.5 -..1.5 -..1.5 -..1.5 Nu Density (pcf) ..135.6 ..137.6 . —136.6 —138.2 ..135.1 clear Densome er M/C (%) Comp. (%) ..7.1 ..6.8 ..6.9 ..6.8 -97.7 ..99 ..98 ..98 Depth Accept Accept Accept Accopt Accept All items inspected are Conforming Non-Conforming to approved plans and specifications. pcf Accept/ Reject Conforrnnnce of Work ----- All reports are considered con idential and are the property Inspector: Joff Rabo of the Client and Wedge Engineering. Reproduction in whole / or in pert without the written permission of WEC is forbidden. Manager: C. VVeavor / ::: JiiS � r} .ter.:.: :.•r<:.. ;::,[r ..c b: +v >;;� [�: r. ,n.. .4 Y L f: , rf.•� v. Yry:: ...}e f +:'yiSa3SNfr 1f .y.Y �: {' , }iiiil.ii �t •4[v ifi:.'•:'iS +:S + !•:•r.' Si i; %% % :Si:i�r i4: •+,' >iv.3rf'.i i bi'{}� ,!iG} r4 /.Pl: i e } ! 'l: r f. � • IS MM C� !/r \IYI/'�MR? ":R71r,f'M4• %•. ^i6 Y'r '�'�i rr3S •+ {r:. {r .:.....L....., / .. r.. rn.........,.{ .Y,n.{k }.,.. S � �Ci..ih'{ S�>"d{' :........,. :. .r ,..... .3taux.:. ..... } { Y ar•.: +s 3, C :. ! :i........ f :..: • ' i fi}i[ �i g . tiff? sxrrFnswr Client: . BEC &E Report No. : ' 088n . . Address: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -04i Seattle, WA 98124 Inspector: Joff Rabe Perrnit No,: 6498 Doto: 5/15/91 Proj. Name: Boeing Caffoterie & Utilities ::: ..... ,. },,.,:.!;.;:.;::: «`.> >:> ari COriititirtfrtg':CoridiUori. ;:`...: ,>' Code Sec. /Para: Contrary to the requirement: Standard Sec. /Para: Plumbers have under mined footings in several — X Spec. Sec.0221 Sec. /Para: D.3 places with pipe trenchs. Drawing Detail No.: The requirement states in part: Protect structure... from underming • Inspector's Signature: Jeff Rabe `.•: :. .: { '•:i>•:>:n:; .......... r..... r,•,... .::.. :n.n: ? ?•: ::r r:...... f: }�::r.,.,. :... n.. : j ; y , SS :Sn Y }• .:4 ?: •: .. \ 4}...... :•:: vx: x} r... r.. ...:�3: }: }:• }:Uv.,.n::v:r.... .:'::::.... r.... .. .. :rC... i•} ' .. .. .....:. .. .: .. ... n.r... :..r. :r. .r n ... .... ...v ...., f .... :: {:. :::.:: �r.•: :.::::: s :.::. �:.::::.: �•..• ..... r.... tr: .: ! .,•... ..5.. :.. .x .. ..,.::{{. :;: :[ {; }.:4 }<:i: <. +•:Y�i`•St::y:�y }::!•: {r. } G!i[i, •:.{[•. ..x}...T:!.... dY. .......[ ::.........x.. > .::..........., .. };.... +^ : .... +}'• :..... • : [ yr :• }:•i}} }i:• ?:4; n:: 3 v� i %`Si ?. { : }:: :i } ... ... :.;,•{z:.. „.:z<.., j Tf •. v.>:: vs..,., �,.{.,..,.:.+..::...[•::>. , .::•: :.. :. {:::.r.:f.•. {::[:•:: :..� ; ,:...v....... ............ ............................... Rework to approved plans, specifications, codes, _ Use As Is, no further work required, Reject, repair to approved requirements. Repair Per: standards, and tolerances. I ^ 1 Referred to Engineer of Record for disposition. n Submit Approved Submittals Inspector: Joff Rabe Engineer of Record: Date: 5/15/91 Date: X Re- Inspection Required L1 Re-Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) Engineer's Dis osition is Use Is) . As n o. a ac 'd> o o t W': .. 1 e .. p "ilr L`o All items have been re- inspected and are As of Date: Conforming Non - Conforming this Non - Conformance is considered closed. Inspector: to approved plane and specifications. Manager: 1 aldg. 01f. 1 Engineer All report, ere considered con identlal and are the properly 1 Owner 1 Contractor of the Client end Wedge Engineering. Reproduction in whole 1 Arch 1 File or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Avo, S., Kent, WA 98032 12013) 872'9451 FAX (206) 872.9454 { ,. , , „ : iiiia:' , •if::::::::0:ii::::;i:::::::::::::: . :.,:,,,: ,, ' 00:ft 'f:t%k%'4'..ft'::::;? . . . . Client: BEC&E Report No. : 065q — Project Location: P.O. Box 3707 MS/411-07 WEC Project No.: 9102-04i Seattle, We. 98124 Inspector: Jeff Rabe Permit No.: 8498 Date: 5/24/91 Proj. Name: Boeing Caffeteria AtiePeatitittiOarid ifieeulttri:5'.::':i:,:', . :''::.::.: :', .::::::::::,.:::::-.: : Met with Karl Olson & discussed schedule impacts on our budget. Noted that site utilities phase was to run from 1 week to 7 concurrent with excavation & backfill of building foundation ,and foundation concrete and stem walls. Sito utilities not started untill end of week 7. Also several non-conformances regarding suitability of backfill & undermining of pavement have been written & require reinspection. mii:::;:Mm: : '.__ ,,...a.,,,.....,,...........*..... t .... satsaar • — iila Also overtime on Saturday May 18, 1991 and this coming Memorial Day weekend were addressed BEC&E agreed to pay tho prremium portion for this work. WEC to get revised schedule from Ferguson & determine final imput on overall budget. Talked with utility foreman after meeting. He said he had about 2 weeks of work left not counting gas main. Also noted heavy Jaln has caused some aoft spots in backfill at surface. Will test Tuesday. W::::ii:Mia0.:;.,:::::MarMiii:Maier.ii4144:U1.iir:.‘MiMii::::;::::::::::MiNins:::?:; - "ititti:6::::::::,:fte:::"Mini;:iii::::ii::::::::i:iiMiRigi::::;:iiigMaii;:iMii:::::::::::::::11iiii:0:: : '::•gn!:':iii:::::;AiWiiii:::; , ; Also noted RFI #53 was aaddressed concernin. chen.e in li..ht •ole standards. Contractors method is full a. .roved. BEC&E re.uested a formal non-conformace re.ardin. trenches under footin.s. All items inspected ere CQC Representative: Jeff Robe ConformingEl Non•Conforming ON Manager: C. Weaver e to approved plans and specifications. All reports are conaidered confidential end are the propene of the Client and Wedge Engineering Corporation. Reproduction in whole Of in pet without th e written pernilseion of WEC le hvbidden. ENGINEERING 204t) mill Ave. S., Kont, WA 98032 q't!' r AX 00) � ' ^t { -. { w'• .t •!n••• {.:•;:�:;l�Q�:�I;:,��Q�x , ;;:}sue .,•; >.:< ?�•:;.�:: .� }<.: }r: <:..• � : {•:;�<;»: <: . u. ?:: >� ( .. v. $ �........ P.. Zv .. !:• r :�:: !a {. � Client: BEC&E WEC Project No.: 9102-041 Report No.: 059s Inspector: Jeff Rabe Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen Weather: Fair Areas lnspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Line Describe: s.<:>«::: �<;.<>; Inspoctigtei::Pertgrmed «<. :<.:,�::: : >:•::::::::::, Location Seattle, WA 98124 Weather Auger Cast Piles Driven Piles Other Trench beckfill H2O line Air Temp.: 55 F Yee Elev. me no ft. Grid Grid Elev. Density (pcf) 2:42. !°rff, 1 Engineer t 1 Contractor f- Itrcr.. 1 Other Nuclee Densometer M/C ( %) Comp. ( %) Date: Proj. Name: Site Address: Permit No.: r Type: S /N: Calib.: ..:,.::: ..:....:......:........,.<:,..:.:....................::.:..::: ....,::.....:.;...,...:........ .....6e .160:.;()bt • fined• i:: �.: y::.: i y: : .:<<::«>; ::: ?:: »�::: >;:,:<:;:: ><:;:.:.., Semple Number Locution Soil T yp e ..... : ..:.::.:..:.:...... 'r5:•. Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: EgUi ptttart ar ENGINEERING KuM, VIA OC;O..2 5/22/91 ..6498 ? iiaqufrein . nts Tests Re uired De th :f s<t'Sy it mai 20' W MH1 -2' ..133.8 ..135.2 Cone Penetrometer All reports are considered con idential end are the property of the Client and Wedge Engineering. Reproduction in whole or in par! without the written permission of WEC is forbidden. Boeing Cafeteria Cafeteria 9-12 building/ Waterfront Park Inspector: All items inspected are Conforming Non•Conlornming ..138.8 95 Type: S /N: Calib.: Accept/ Depth Reject X to approved plans and specifications. Jeff Rabe Manager: C. Woavur pcf o% •:i :•Y .., +... ;;�. .: ��. ' : . :..: ..... : . .' .. :. .. f . nfl :tiis ;. ,, • + .+: i s .. . • .!' . < +•: :;:rr•. + +: < ? +pr.;.;.::a:+,tf +. :+ v:• }r: ?:: <:,' %:f;,. < }:;:..:: .t: +.f:; +,. . }r:•<..:• }:y::: �.: :.;;.. }:t ): <:'•:::.::: ",• .Gn:yv ,.n..r:...: p. <r,.Y;,.. .fC':. }.,F .. ? . nf .. } ,. : ,... : .. .:.. . � :.� :•< » :: ?::Ff:<:: <:� : fyAiC :Y<: >�tAli'� � �d;4t7t.. ,.�. ,� .. .. :.: \• .:: • : ?r ..,. w; v: •: F ...........T n }`4, .: / bu. r •n 4. ,n.rrirA :: ..y +.4'l. •y •: lf.•5:•.:C: i .., ?. ; . r .} .; .. S.f :r .:: : + 5.•• �. • i•: .,..::::: :X i�' �: �t:.+;:: �:::'? �;.....: .::+ .. ??. .. ...�.•r..::.:., }:.: •.. .J .'q . �+t �+ •::+•. r+ lT� f... {. .,YiY % Y.:. f..2� )A.•:....Y+9.�:+rtt•F.•Y.t.: r}: } +:: +) }i i :;Y Client: BEC &E Report No.: 060q Project Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, Wa. 98124 Inspector: Jeff Rabe Permit No.: 6498 Date: 5/22/91 Proj. Name: Boeing Caffeteria :. :...Qi&Ity Ctlhtrbl :•friapeirtiantt <:::ettid lleeiifte <: ; • } . :: . : i .;. . Briefed CQ manage on status of budget & reviewed original contractors schedule. Noted discrapencies as to when site utility work & structural steel work wore to have been started & completed. Arranged meeting with Karl Olson for Thursday at 9:00 AM. ,,�(� "•`.•:C�Y.i Y<:Y %:r':4iff t }: .i. � i: ?,. F,; ,? ? <� � ; t:ff:F:::;G::f; f, < >; ;>:.:;;: };:;f }: ,..{ .. . x?•::;:.:,,:.., . ? : .... .........:.... ... Y trVl r TrS Y i7 4 S : NA : i.:•ii)ni.: t • :•::..:: :...:: ::.. .... . ... � .:: :: : .. ... � ::.:.:. .:: ::+: �. ? ?: ? ?n:: f:r ?i'l•i �`vi'i.. '•: ::i _i : •:: i: •� :. . .:...:::: ::+.• : +.� :tt•:f)` :. ::: n } :: ;•.: •." fv : `:':; ii /i CtY FY: �:if � i'S�t �'} . }.....,. �FF . ?I / :r ;; ; ? r, > ...... ... ,....: F ......: ,.r.. .:.. :.:: .::.: � : .:,......... ............: .... :,:•3.n v4: rs' +>: rn •. ,} {.. }`•'.`i < } % i iy[ •. ... . ... .. :. r.... + .,. +. :. } .: . :.,.. . +.. ... .. . .. :, . ... . :....... merles �,..:,.: �::•, r. ro+:.;..:.)..:+;,. n<:. x:,••::.:. f:.:::•`. n::..::• �•::> Y:'•::•:....%;: �:!;::...r::.....:..f..::..r: > }. r..:i:t .: + }t:....... .. NA All items inspected are CQC Representative: Jeff Rabe • Conforming NS Non-Conforming Ns Manager: C. Weaver !!" to approved plans and specifications. AJi reports ate considered confidential and we the property of the Client end Wedge Engineering Corporation, Reproduction In whole or in pat without the written permission of WEC is forbidden. ENGINEERING 20420 8411) Avo. S„ Kent, WA 98032 (2061 872 94 ":;1 FAX (206} 872'94i4 ;r:; 4::44y;i 'r:j iyi' !f,::ti•: }:; ! }!4i::N';;:}•. • 1 atdg.Off. 1 Owner 1 Arch, 1 Engineer 1 Contrsotto 1 Other • f :$ i:.!j J''Fj: Y y! , riyr ;.:}•;'..r:}.fi } ; "•i °:' °• "•ii:irkiiu!it ::.. >. :'. ' i! / CG!i`'{ i� %•}, ? ?;fT .......... .:. ?:::):i ?:2: : 5 ?: } • •• •••••••'• .'•S:: i:: f::>:t•:•>:.`: ..:::::is:;::: }':.:::Sh: :::x•..: ii: { } :!:;•v}: < }ii:;:::.'C;kis: } :: ?i24 % :• • :''?.!''•'.'•'y'':: :0 : :".:}:i ivi4::� %: 'n`v' {�; :• %%t 4::" v: i' yfii; ::: ?Stii:ti•!inni:•:i :';:} `•:,} : .::•. { } }i. 5f:'•'•? "St.! ryYyl;:3hkJ.: ..%••••••:•:•X••••••• . :y::.� yi' j �� y'; :T,y'c' {f': <n:!•'i!!::i ....'., .; }:{ { . {: :;!•' :<: �;>: �' 2Ifr...l n?' Z{ v .`•:! ?.::!{�.sv! {. { E D G E .ti ,�� : y : � y f j:yi }.JH....:: }:.://,i . �• i�s 'ryfs'1J�4::{}.!S'i"?'!{t.`�t Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Material Steel Steel Steel Steel Steel Welder Certification: WABO Other: Drawing #7 rev 1 Seattle, WA 98124 Kaarl Olson :Qualification A36 A 500 Type Weld Procedure Specification: Prequalified Fri f Q Shop Drawings Approved ?: Shop drawings are approved and all welds are acceptable as per AWS D1.1-90. 3 t f;51l. y�•y.{..sy {•:'y:,` >rJ . �. s:. - : ; ;�• > a�.y�! y (z�:,.•,,s}y ? }: i 5 • Grade CMTR CC Qualified AWS Yes /No Yes /No Yes Q No Note: All of the above must be approved and accepted prior to the start of fabrication. CMTRS will be submitted to WEC when the arrive. : r' f:; f; 4ry. •vF � J� <_Yi` 3.viir,: i`::.'::5 i:i% ». WEC Project No.: Report No.: Inspector: Date: Permit No.: Proj. Name: Fabricator: :.}£.:.:� `' a r, � g, � , � y :'''''::: {•,,. Materiel Tolerance: Fit -up: Holes: Sub - Punched Punched Drilled 9102 -041 0821 Dan Weaver 5/23/91 ..6498 Boeing Caffeteria A -8 Other AWS Other Diameters: 5/8 by 2" Welds: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: ENGINEERING 20420 84th Ave. S., Kunt, WA 98032 (2061872-9451 FAX 1206) 8'72.8454 Gage Centers GOL AISC :: {:iRi4ay: :;i::4'Sy .� "!ay n a:::• ii, �< yy; fy;:iii':;•• ?i::5':: <iY:r;:a.•: • ' s$ j G, yt::•} yt.!< ;: ?.,.:i'.',i {:i:r}liir :. ;: '1tn o::(J1��n :' f.•' ivb•!: e%? �•: ;:::i::• }:<:..i$: }Y.!;: {.y':.,. All item inspected are Conforming in Non- Conforming to approved plans and specifications. } .4.i,Ei ?r,.• �.. lam•: fY: it; e':' d.!? t G,t{; %`.;.'.ra.: }}.'.w: } } }:,a!::!;!: {: {. >'•, NI reports we considered confidential rand we the property of the Client and Wedge Engineering. neproduction In whole or In put without the written permission of WEC is forbidden. 7m 18gty 7p 8gty Inspector: Oen Weaver Manager: C. Waever0~ ENGINEERING 20420 84th Ave. S., xww, WA 98032 (206} 872.94!:1 FAY u'`.>02 94s4 Project Location: P.O. Box 3707MS/4H07 VVECProjev No.: 9102-041 Seattle, We. en1c4 Inspector: Jeff Rabe Permit No.: 6498 ' Date: 5/21/91 Pmj.Numo: avonoomfetewe rrVt u:ii.:*: Stopped at site at 8:00 AM contractors just started to excavate H20 which rune parallel to sewer about 10' S. pf sewer line. Excavation is about 3 1/2-4' deep discussed with Bob Spuil we would be making spot checks for compaction, and may ask utility sub contractors to dig ,°otn|t" occassionaly to verify compaction. To roturn 11:30 AM to Inspoct concrete placoment & take density tests. ___ u'��. v .,D,''�`'.�.• . *:' - i . *' . Returned 11:30 AM u^',nx. 65' of H20 line installed tovkdono|t tests ok. Cast concrete o |nuumm,n,|*standards. Left 1:30 PM a ,ox. 100' ||n*hovknUvu. Returned eoopxx contractors just buvufiloono way intersection. . NA All items inspected are CQC Representative: onmmrminn Non-Conforming NM Manager: too .roved ^|ono and o^ovmx000no. All reports ere corw*"~^ confidential end are the property *the Client °* Wedge Engineering Corporation. rtopropoarion in whip. or in parr withorit the written parmiaaion of WEC le forbidden. ENGINEERING 20420 84th Ave. S., xww, WA 98032 (206} 872.94!:1 FAY u'`.>02 94s4 ) ' � V +�, :;� } .. , }y . { " s ,JfY' 3fi •>:{ fiY. / ,c:; +' t. • �•... •.; ,'I ,�(( '1'.. f? -. ti:S,. '$ i 4J. �Y 4 i Y �. e `' ' 4 .'• < 1�.1' .. ,,$ }\:'l,.$ .:C 1 g ; r,. ......) ... .:. i .. : 6 . T '� rr 4n^) 4 if 7r :? LA� { yJ�i , y<�;.,�AM"V rr•. 4 -11b�%i'Gi< r`JtT2. .r4 � ; ., ;0004�i ✓ ?y YV�i+> Client: BEC &E . Report No. : 0530 Add P.O. Box 3707 MS/4H-07 WEC Project No.: 9102 -041 Seattle, WA 98124 Inspector: Jeff Rabe A n: Karl Olson Dote: 5/21 /91 Proj. Name: Boeing Caffeterie :. ' ij� >` ::: ? ?'Ctdp'liitticits'Pet}ormed -: ? - : Y:;" Site Address: East Marginal Way West of 9-08 bldg. Materials Inspected: Areas Inspected: Permit No.: 6498 Concrete Resteel Masonry Grout X Footings Slab on Grade Slab on Deck IM X BS IN MI ':::>:::: : :J. r .. •ffF::i'S:'i iii:: � }: ; ; j:y Y: .. . .:. ,......,. :.. , , ,. r., 4` dt4Ctd t m;{: �:;:1: c:;: s...,.>;•...:• t{ Y: Y>:: :...,.......;'..;: ......:.... �.. : IMM Slump (inches): 3 " Percent Air: na % Bei Columns Other Beams Concrete Temp.: 62 F Supplier: Stoneway Wells Approved Plans on Site?: Auger Cast Piles M BM Cement Content: 5 1/2 sack Mx Design No.: 5500 Max. Size Agg.: 7/8 " City Approved Mix ?: Y Yes X No M Other Batch Weights: Cement 517 Water 250 max. Specific Location: Elev.: ft. Sand 1440 Admixtures Grid: Light etenderd footing Gravel 1950 Other . ( . }..+, r q Y ' : Y:}: i•s }s >. '.:�.} .:[•g )c:} iii? N: >` i Y: :; : ;::;%:< : : : :: : C: ii: <:: 223:. :r:Y': <p.:Y"h••r:.•rrr..:::.��/i� �A:n:`�j<�ee :. .. .. :... � ..; ) .)< HfYq: r: 2.::?.: YY> ...%.Y:Y::4:t; %: }'..:',yY,YY .Y:..: f;•: <:.; : .. :..t .,........... ."{C...... .. llf!{ flit �t� ....:.c.: .. ... ........ .. Y : Y?:: ti;?: ::f`f:6''•:k- :f "::'H. ?;•f:'vj: >?: .'....:: Y: r... r,..:. fr r.,:. ...:..: Pi ! Oi ttlYtt•'Ca1ti >0 ?; ...... .........,............:....,... Req. Str. 3000 psi at 28 days. Cover ❑ Spacing X Grade Speo.: Sizes Used: 3, 4, 5 Quon. P1.: 2 CY Grade Used: Manufacturer: na Sample Size: 6 " X 12 " X Cylinders Cubes Y' ✓riY.; f4' � '' : {Yi:+CF f:} :ze.? �: :'J'S i 'Y y',r 6 tyi( } jJ. J /j•%N;»jrKt�: {:�'tf >k:iif:: ::5:: .?, is tv:Cr.: } ..? .: { r, f•°.{} Y'{ �•.::! liY. f ff3'. W�i� t6Y. Y. rJ jYf. � �trlY19r: Li1�Ut< k�/.< F:?' �j? rii7F..: f: �{:.: r':} Vl�{ 4' ft+ •r's::Y. + ?t>i %;:. ?::'< No. of Samples Cast: 4 3: :r,. . - :„> }:::.: "•§ Y. / } r ::.C.. 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'? t er: �raQ � z Yr' % < )�•:•: ii :J•' Y { ' ,. n . � ; 5.:.. « }. r :i: ' < Y'r:;<�•':�4i;}al� 3 [ • } . v 4 . : � �� ; - 4Yw ? { . { • '.�: ./ 'Y ":,r P. J SO• J.< +J {y• } Y .r } ii..!•;J{y };}};5 •F',j ii tt;;}}.�j` yk {>'f•�G: Vi>�K s ; r ' `• � ;., Y.. {, 'S•.l:it i'`y $ �.. ?%f % ':M�.t�::�7;43i: }• �, '� � .� y v � S}Y�• f' } w 4 ? $r ;`,�,... ,YJ - ?:; >Y::t ,:;C:. >:..•.•..,:.:.;::;•`.•Y }�Y aa °:�.,�..�.:: , Y C 4 :;;5: ��yy \ :v, { tti'• ' •� : •:iF t r y ..: ?Y >. } r.'::f: ?: tt ;jr s,.: {.. ; : } Srf � .; . , J T . {;, . 44 , { { : • ?;'t };:% r f`ra §f; ::Y: : ;: :. :va:�}ic:j;::cY o-:•yY : { •J 0 � 4 Yf / ?. o. 4r',$! -. i�r -. :'''. k ? 4 } ° i t p); 't• V ?:4 }.Y;:r. r. } >: . J ..,.... .,,..c r... �<: (i. )f:.:f :•. .,}r ,, �, .... r . %. >.� ... .....: . ' Y<;::ir {:s >:: aY; o; �• kY1Y" r: f':'}: i: fY..:.:; 5;•'??? Y:::.: fffci :xij:Y.S{;'r':i:�t:::i >r:.y } a•;:>a ;.':::`: »:i'i:;Y:YY. %i:»f: ^ t ; ::c; ? '. ; S t ,:: < 4 : . :.,3: i i4 < rr:Y•Y } .,Y;>:Ylm <: >.. >;£i?. ; ;.� }; � ; ?: z { #: { % "A Wg ::: v . >z <::� ?;> `> >' ,: };:r;:.;:,.:: }:< <; >.: };.;t;<Y:s.: } All items inspected are Conforming Non - Conforming X Weather: Fair Air Temp. 60 to a..roved .lane and e ecificatlons. ... .. : .:. ....... . '}' •: Y:• t::: •., •.Y ?:4i:•:. .; };:.. SSfj ' fis: Y};•}' ti:: :• } :•tt•Yi'•iYYY >:ny+iffS: . : . ...:..:.... ......:.............:.: .... /......:.................. r......:........ }.:. .. ...., .... ............... .............. . ....:....:,................... C nl roe . n: ;.::;!;, r: { ; :,fir.: {. if': is "' viY:ti:}:. .. :i;, {' ? ?: ::fS�$'Y:vf•::u r t i ;.: t ;; :. � . • :...r.,.....i. ....';f.: } i.Y+>N:h:nv.i. ryr.i rr.}. , > , Y r.r } , . 4• r,{•' {. �f:nY {.. y: }: �. ; .n{{•. Ye. a , ,•.... 4: �,{... t... .....,...YY.,....::r,:::.,.... t .:.:l•F'ti.- ..Ui:..Z. 4...... �.. ;rrfT,... f...{ + +�f:;': %Jt i'��? { {i�:ti;"�:; Cyl. No. Dote Tested Age Da s Total Load (Ibs.) Compressive Stren tg h (psi) Comments 053A 7 053B 28 053C 28 053D Hold tz:s ,..4.0051.*,, 2 1 Bldg. Off. 1 Engineer 1 Owner 1 Contrectot 1 Arch. 1 Other All reports we considered con4Ydentid and ere the property of the Chant and Wedge Engineering. Reproduction In whole win pert without the wnttm} permiuion of W£C ie forbidden. Inspector: Jeff Reba Menegar. C. \Ne av6'( E C E ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (2061872-9451 FAX (206) 87294c.;4 Client: BEC&E Address P.O. Box 3707 MS/4H-07 Attn: Seattle, WA 98124 Karl Olson Material Steel Steel Steel Steel Steel Type A36 A500 Grade B CMTR Yes/No No No CC Yes/No Weld Procedure Specification: Prequalified Welder Certification: WABO Other: 1 Bldg. Off. 1 Owner 1 At ch. X I ICI Shop Drawings Approved?: Yes 1 Engineer 1 Contractor 1 Other Qualified AWS All welding Is acceptable as per AWSD1.1-90. Note: All of tho above must be approved and accepted prior to the start of fabrication. No { .4....... • . <.:,f;...,.. M:x....?.::::,:::;::: ;.,",:,;,-,•••:::,..:::::.;:::::::::::::g,:x::,;:o.ft::;?..0.:.):::::;:px1.;: 4iyie st „ ... . . •" . No CMTR's have bean submitted to WEC as of this date. • - • • . WEC Project No.: 9102-041 ' Report No.: I nspector: Dote: Permit No.: Proj. Name: Fabricator: 063f §f3gAl Material Tolerance: A-6 Other Fit-up: AWS Other Holes: Sub-Punched Punched Drilled Welds: Assembly Tolerances: AWS Other: All reporta ass corriderod confidential end ere the property of the Client and Wedge Engineering, Reproduction In whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Avo, S., Kent, WA 90032 12 FAX (206) Dan Weaver Diameters: 15/16 ..6498 Booing Caffoteria Blue Chip Steel Fillet Partial Penetration Complete Penetration X Impactor: Gage Centers GOL AISC 77 All Item inspected are Conforming 1311 Non-Conforming to approved plans and specifications. X X X Conformance of Worlc . •. 7K 7H 7G 7F 70 7C 7A 7B 7S 2 qty ".•••• Dan Weaver Mannar: C. Weever 29C Date Tested 5/3/91 5/28/91 5/28/91 158500 Booing Caffetorfa tar » �.«:.»::..:... e ..� » . ; , L. ::5.. Shear /Cone Address Attn: Materials Inspected: Concrete Resteel Masonry Grout Other Approved Yes Specific Location: Grid: �' : <''• � Stieciiiti9iid' Ca Req. Str. Quan. PI.: Sample Size: 6 1 X 2 " No, of Samples Cast: Mis 5500 has been fully approved mix 5501 is identical to 5500 exce.t .75 oz. air antra•mont admixture is added per yard. Planed at perimeter & columns footings line 3 from E to F.2 approx. and between 3 + 1.8 between 8 + H. Stem wall lino 1.2 between A.8 + G.2 (approx.). sampled at 27yards Ticket # 308329 Weather: Cloudy Cyl. No. 29A 29B 29D Plans on Site ?: No P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson 1 iild ,. 011. 1 Enpmeer 1 t}••1 CorOtocier L.: 1 pti■er )itapectioiia Peif ormed •< • :: EV 3000 psi at 48 CY 4 i e ftl at Areas Inspected: Footings Slab on Grade Slab on Dock Columns Beams Walls Auger Cast Piles Other Elev.: 28 days. Cylinders Cubes Air Temp. 61 sat no ft. WEC Project No.: Inspector: Date: Prole Name: Sito Address: Permit No.: Cover Grade Spec.: Grade Used: ORINt All tenon* are cores dared eonhdentut end .,e the property cf ihd Chant end Wedge Enyirwenr>tf, ficprod , ,1 u5 whose of in n Y :t Y ' /I 11,e written C.e /ar, 0 V+.0 IL ty4t)t•,yde15. ki'tz!t lG. Et 9102 -041 Jeff Rabe 4/26/91 8498 Slump (inches): 3- Concrete Temp.: 82 F Cement Content: 5 1/2 sack Max. Size Agg.: 7/8 Batch Weights: Cement 517 Sand 1280 Gravel 1950 80 East Marginal Way West of 9-08 bldg. onlarY�nce °'c All Items inspected are Conforming Non - Conforming to a. • roved • tans and s. ocifications. Percent Air: Supplier: Stoneway Mix Design No.: 550 City Approved Mix?: Water 240 max. Admixtures AEA .75 oz Other Spacing Sizes Used: 4,5,8 80 Manufacturer: na zzs ;si` ' !e3: ork<'': !nrpector: Jeff flehe C V e.,.r • — . 5G ',I.rigi ikafft1151',' Sill..11524:$1 .0:*.S. z ;:;:::;: , .. :::.:;:0.*0 W:1V,„a. ...* ' '..?; :' , I i. i. ?. 4 1:.1.i . , • +:: 44: , .;ii M. 2A 2. 1 PL 2 rAlv.6• " ...:::1••::0:::osisox • •••:. , K . ,•,.. • ,.................... . .-.,',...., ...0. v:.,A..e.,.i.:?:::.smoi=, ::::::::-.4:::;:::.,:eg...c::::::::;.iiii 6A A38 :::::::::::::?....?;::::::::::.,',::::::::::::::::::::: 88 • • t .,.....,.... ,.:: • s • :sa• tif4 vq0 .,:, : ,,...:„....,..:„..,,,,,.:.....„..,...,......:,.....„,... 8D §,'.'"* f-gR' .' ..i.:K.,*, u•;:: '.."?.6 •.W.1 ' :::::::.s.:::::::::::::::::: _ 2C ''•••', .11:;,. .':'*, :`,0:: 450:.,:;::::: :::::::Mi:1::::fii:P.:;.:::::::::::::::.ii: 5F :::..w .„'„ :;:V '...,:gig.,:**4:::i.1::,:M ?..::::::::::,f 4v..e.....P.a :;:;&:::7.4::: :•::Mi::::::::::!,‘..4 ::::'*::. 2D ' . .1,;;;::: 1114,. 4 104.26160 MWS.ggen „. , • . • ..• „$: ,:v.:: MICer ' :N NA:3•M W•M:::::ii:a::;::::::M:'•::: . .-:::::::::k ,. 4r ... '..::?.:v•*Ot..4%*.f$I1:: •..:' :;:• iti;:*.:C.1 1.11111,111::111.11 :11::::fk:::::0:20.;:r4v...t:,:: m0rasx .?.0 '..k.v 4.A.1:•:,A,0 '''''' ...N . :4;•;:n$,?..“q21411 i :..0. .., ; — Material Type Grade CMTR Yes/No CC Yes/No Steel A38 No Stool A500 8 No Steel i':'?"::?:':0:%A...„ ., xo.4....5. 0::•.::::::•:..).we..:. :•:,..,..::,.../.....,,,,.. Steel „. , • . • ..• „$: ,:v.:: :?..;:,.:•:,-....;:: .• ,.:•• •..:' :;:• :::::::::•:::::: Steel :11::::fk:::::0:20.;:r4v...t:,:: / . • •■• . -v. .4% • / 've•' . ' " . • •• 1 •Td ;,:.;••.5 .;,.; ‘• • k ....414 • • Client: ' • C& Address Attn: I 1 Oda Weld Procedure Specification: Prequalified pri Welder Certification: WABO Other: Shop Drawings Approved?: Note: Coatings: Millage Verified Millage Load Out: Damage .1 • # 46s.: ow yob#40' Faying Surfaces Coated Field Welds Coated w/i 2" Bldg. Off. Owner Arch. P.O. Box 3707 MS/4H-07 Seattle, WA 98124 Karl Olson 1 Engineer 1 Contractor 1 Other Yes Accept Qualified AWS All of the above must be approved and acoepted prior to the start of fabrication. Yes ..001 Yes Yes VEM No thousandths No CMTR have been submitted to WEC es of this dato. The fabricator is writing the Heat numbers on the A500 tube and not painting that area. No No X No 1 X Et : ' Report No.: • ' 067f Inspector: Date: Permit No.: Proj. Name: Fabricator: Material Tolerance: Fit-up: Holes: Sub-Punched Punched Drilled Welds: Assembly Tolerances: AWS Other: Me• All report are coneidered confrdentiel end are the property of the Chant end Wedge Engineering. Reproduction In whole or in part without the written permileion of WEC s forbidden. ENGINEERING 20420 84th Ave, S., Keni, WA 98032 (200‘ Y2 :4401 Flu). 1;:01; 0/2 0404 Dan Weaver §Mil 1 —8498 Boeing Caffeteria Blue Chip Steel TOiiitehWitISUMMOIRMIOMMg A-6 Other AWS Other Diameters: 15/16 X Fillet Partial Penetration Complete Penetration :17,1:7811MV., • Inspector: M an.ge: Gage Canters GOL AISC Ell ii: All Item inspected are Conforming EN Non-Conforming to approved plans and specifications. Dan Weaver C. Weever Client: BEC&E WEC Project No.: 9102-041 Address P.O. Box 3707 MS/4H-07 'Attn: Seattle, WA 98124 Karl Olson Material Stool Ste& Stool Steel Steel Type A36 A500 Ai.4.446 Grade CMTR Yes/No CC Yes/No 0 Weld Procedure Specification: Prequalified Fin Welder Certification: WABO Other: Shop Drawings Approved?: Yes Qualified AWS Note: All of the above muet be approved and aooepted prior to the start of fabrication. /j umPks Full penetration welds on piece marks 3BX 2qty & 17F 2 qty & 3B-r, 3B-I, will require ultrasonic examination at time of completion. 1 aldg, Off. 1 Engineer 1 Owner 1 Contractor Ar ch, 1 Other Report No.: Inspector: Dote: Permit No.: ..6498 Proj. Name: Boeing Caffotoria Fabricator: Blue Chip Steel Material Tolerance: A-6 Other Fit-up: AWS Other Holes: Sub-Punched Gage Punched X Centers Drilled X GOL Diameters: 15/16 Welds: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: All Item inspected are Conforming El Non-Conforming to approved plans and specifications. 5D 5C 5B 5A All reports are conaidered confidentiel and are the property of the Client and Wedge Engineering. Reprodoction in whole or in part without the written perthission of WEC is forbidden, ENGINEERING 20420 3 Ave. G., Koqt, W,f, 98032 WI 2 9-(1,i risY, C„ 1r,'2 :1454 068f Dan Weaver 5/26/91 Inspector: AISC • Manager: C. Weave, 777 Dan Weaver w .�ltt�W iAti:Vf ►{ Rrrr . > Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Welder Certification: WABO Other: i{( apo` Von Seattle, WA 98124 Karl Olson < ; 111 e1's(s >:C Drawing X 3 thru 17. Rev 1 & 2. Material Steel Steel Steel Steel Steel Type A36 A50O Grade CMTR Yea /No Yes Yes CC Yes /No B Weld Procedure Specification: Prequalifiod l X J .Queiifiootlone Shop Drawings Approved?: Yes Note: All of the above must bo approved and accepted prior to the start of fabrication. s:f? 9 �#Sii �: #iiii # # ?G;$ r:� +;: is ��::} #/t �':�i::•i ii�i�:: •t .:: %itY'��:;: e Qualified AWS Non - destructive examination was performed on 1 Bldg, Off. 1 Engineer 1 Owner 1 Contactor 1 Arch 1 Other fn use t .... pd 'Acne !� %i.S'< %': i�.• 'Sv:.::vi:ri,:ii5$,'.�:i�iii: :y piece marks 3BX, 28 -r, 3B -I, 17F. See UE report for the results. All welding is acceptable as per AWSD1.1.90. �4. WEC Project No.: Report No.: Inspector: Date: All reports ore considered confidential end as the Pi OPcrty of the Cl.ent end Wedge Engineering. Reproduction in whole or in port without the written parr of WEr: is Ion Ulddert. 9102 -041 089f 5/27/91 Dan Weaver Permit No.: ..6498 Proj. Name: Boeing Caffetoria Fabricator: Blue Chip Steel Material Tolerance: A -6 Other Fit -up: AWS Other Holes: Sub - Punched Punched Drilled Diameters: 15/18 Welds: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: All item inspected are Conforming © Non - Conforming to approved plans and specifications. ifik X X I X I 6C -I 6C -r 3A -I 3A -r 4A 3B -r 30-1 4B 3BX 2qty 3B -r 3B-I 17F 2qty Full Penetration Full Penetration Full Penetration Full Penetration Intpertor: Gage Centers GOI- X X X X AISC X n Den Weever f.lsn f. {... war; O. Wit, tr. c ri Address P.O. Box 3707 MS/41407 Seattle, WA 98124 Attn: Karl Olson Materiel: Type Grade Bolts: Typo Grade Weldor Certification: WABO Other: CMTR Yes CC Yes CMTR Yes CC Yes A38, A252 A307 , A325 Weld Procedure Specification: Prague lified Qualified Erection Drawings Approved?: Yes No Note: All of the above must be approved and accepted prior to the start of erection. • • ••• • t ,....,••••• • • • • • • All item inspected are Conforming Fa Non-Conforming to approved plans and specifications. •edti§' WEC Project No.: 9102-041 Inspector: Russell Rocks Date: 8/5/91 Permit No.: Prcj. Name: Site Address: Erector: ..8498 Boeing Caffeteria Cafeteria 9-12 Building/Waterfront Park Erection: AISC PI Other Connections: Bearing Friction Welded Bolt Type: A-307 A•325 A-490 Bolt Diameters: 5/8 7/8 Field Welds: Fillet Partial Pen Complete Pon Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proc. Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N Electrode E7024 Other: Calib.: Calib.: J2 to bm 11B J4 ot bm 12A J2 to bm 11A J2 to bm 10. 1. Weld out on joists. 2. Install joist bracing. 3. Completing bolt installation on bm to col. :.t• • III h • • E 1 Eksid,no Official 1 Owner Ari:rinrct Cndineer 1 Contractor 1 Othet Al! reports are considered confidential and are the property ts.f the Ci end Wet!oe tnaineeting Fleprodottion in whole or V■l• WIltten tienooke on of WEC li forbidden, rn, Inspector: Russell Rocks itowjet: C. Weevet - • r - �: � ;: Gr. , t:�� '' w• ��J .rrt• ' }'t• ! ,�Y iq .. tr 2 ,"?' "?'r:•'k''"�2".t�;cK?r,. ',59,:£ .1. + /ti3t . {y'^::Y: .:G :'SF�. �'� r� % .. }. S: ",;( " }, t . / f 1"•; . .: • • .S � : t j ,, :,£ ..k, •k . °2' x rd/.�•Y. .•:c, .,n'.•.. 'y. r H75,;,..,, 117 7•' ., ,4 - -. •• .. ,ip ;qzz ' Y it dt ti }" y i! y '! i •;,�' - `F 'r, •3 •F ( a• r- yri � � { 7 Sf �y f A kN !jf"�+Y`th 44 t ��$$(i �}' �i� V 1.44 f wY� �, .,r! L h•L{+/ tY, k , `� . t '� 44 tt % 2 ;r f 2, ,� owl. n�r { r '.ale. f• ".�tl' °+ ^ }MM , ! j � ' ; s. •{ .; , {t . i . �, r ' rxi Y ! . � l @ .l; ` c. - .. ' . {Y>Z' ' t y'i;S. + � ~<:£;f: a.'f4 � .,, .. :.$ / < ; •,!{7�`?'`> x H s�',4 4 r a v 4 t t :, o i :,,•• ,. rF :ri:3..as . ? � ! ,� .'i•;c :; :: �•,• Jf 1:t >. +�.L. .M1• . i :r.X wr .- i � :' � ' f f��l� l ; .L M �'rt e .Ii'• _ / X t(Y•}y'' ' S?.• 2 i " { • s . a I ' r t, v ♦ '.. r „ Y gr w:Y. r W ,4 0 '', Y r' •" t ` , a � x .A 'l. 4.\Y 7 i \'•i �In� •.. 7 -i: .}��l fi .'� C r ct X tr, .. } 1 f ! l 7 f ' .t. t. k . . r f l , t r i } ` r . f + •r- i�, t i. . WECto�eot f lo::' ' A 1 �2-04f r:' Seattle, We: 98124 Inspector: Jeff Rabe 'Pormit No.: 8498 • ' bete: 8/6/91 �•- J .., , , v:, X:. :.. . /: :. .� /.. .. .. �P` i4 v - :..{.:: Y . n.', Y' ,$ 1 4 t• r1 :��•• /,'iTX /S��)�'�..i. , t JG` ;. }.r• f;',.Tyi.K.,^ fy S ,,::,,.{�a��jj.. 1. l ,. : 4. t•f.W'.Y,Y ".� /''•�2?lata' ' r�' t:.eBiifYtts:• Pro). Name: Boeing Caffetorie :. . % ^; �.; . .rv. ....£ ^lo' }Ji%11 ''Y' "�r£Z'ii "r. .I •)<Y : "'v:� t + c.. Fr. ^Y �. :.:: -{ 1 : :.: r,: w < {,rcru r! }.� ' �T y'f l:� ^f .., r ; ; ' �t . / � y: rS Y , : /: }:. A!{d:}5t�lett�Y.r!�'!+%+. +£yS::Y�C . /..+kr/`$�+l.GSC'£. : k.1,�!'6 ?.k.�f .4UiS'!Yta;r _'N..t�T%£!:.1rr..T:k•�•r� T. On site for concrete .laoement at dum.eter enclosure: •,, anhole & ns ? into'existin�' tines at west side of'buildin,: No'baokfiil ocourint Noted underground contractors.' Kate!, view at time of site visit. Talked with steel erectors &notified them WEC did not have to be present while both bolts were tightened as long es • bolts were not covered. 4,,,col t< r �: c: . . •:. { . Y' j '• / v ''.�;FS��S�� ^� .� Y�c�' " {�' � "f �S:. Z, �� ':J:59.''�},.a�`k'ti�?d.:::.�.�° !:! , ..s....,-;$1 ' , � 4: •� a:: = l:.:.c, . CX} f.^+;::!, <£.r.3,:jJY.!I�S.::£:•.37..tfi'} NA • -- �. r. . �(/ . � l: n. J.: •:,•> } }:,•::.;..... {;: r YY:t• > }:tu Y � +u.Y:: .... +..: f:: .:.:.. .......:t•... ..t r rk . ♦�-�, ... : tk, S.:,v, {•: �.>. •.v ., ..: �..:.;..:. .: .. ..,:.... w.... " � :.:.,�:::r.; ..:..r.,,.,• •r.. •}.: >:.' - -: �''� . .{..... , r: r; }:`••} ' /£::ft:k:£ ?:�:G:':: : r£ }r:::: a:£ :..::}. t7 ! : 'S%} :q .G •. J• . {• •:4 c .. S y is ^!a: -, 4i:..,...S 4!•.0:. .,,,{^}., .`.., tx: E ::..• {•::r} } : v::::. {,r..: ' }32:52`; v.::: •n•r: 1. r: {. �," k;: %: { >. {v %' r rw.rr..r....r.✓ " " "' ^... ......... 0. . r. A � �Y:Sf.. it ,.^�l l•!..L�`£'; 7 4 }r k4:d)'£ii: }.,v:�iS: Jrl %1�eA'td�i'4:.n ;.�r �: rY%v:4.{•^. •.: j E .v::::' nv^4 ri..^.$:•i % >.: � {.i rir^Or:: ^r,.t.Y.v; � L:: }Y.{k{:�;{ i}.:.;(.. NA • All items inspected are CQC Representative: Jeff Rabe Conforming Non - Conforming el Manager: C. Weaver to approved plans and specifications. All reports are considered confidential and are the property of the Client and Wedge 6pineennp Corporation. Reproduction in whole or in pert without the written permission of WEC is forbidden. J ENGINEERING 20420 t ?;tit t » c r',r•nt, MA 913032 (;'(tf•:} is ./ � ?. t}At�? i , .. .. •'Itil is . 1 -rl .l it •'r . q� , },q.. t '; ::' {. reZ4 Cyl. No. • ?• ?� a h i� ��, 2 iacart4» Data Tested 2:>,• •$'�.':: +: ::,n: 4.: .2. :, p4::' Age Days ,�.: � ,< { s.. n,,, 43VY ro ' a . r L • > `- .: -- � {: '�`• » �. � . { .':n }.. t'.: n:a ;<• , .: >'i�� ! �� <� L � 5 �r ,k2 � $?}� <.,t` >:i `.'%i:1•`rr'•,3,?<7`f``' i�?.:a�Y :w1w l l : veli f ?xtiFENSI O' '�k xoi:��,rWOe41! . 50:t)r v�r4F. . ^.•xS !;"' Total Load Compressive Comments (Ibs.) Strongth' (psi) 98A 8/13/91 7 989 7/4/91 28 98C 7/4/91 28 98D >.:::::.�::.:::: : .: ,;., <': .2: {:' <•o->:::: •::::;.at:Y :..:::;:...a>`:a:::;Ly + ..,..::.,.:: , },... .y s :. <, . }o..�.:: �. ,,::) •. : )r :•:.V.•iY.'v <�, :.: <:.:: ::.:.tua, y;.c . � < ,..4 }!�'4• <C4::'. ..:, t :.,..:.:tY6:itstt..'.::`•.s,.. 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Off. 1 Ergin.or 1 Owner 1 Contractor 1 Arch, 1 OUsr All reports ara corrldared conlydentiol and ua the prop.rty Inspector: Jeff Robe of the CI..n, and Wedge Eng�rwering, Reproduction in whoN y' or ur p.rt without Itw wntten panni..run o/ WEC is forblddmt. M.n.g.r: C. Weaver. •; , ;l 4: t;`,{�� < y yn< 4. � . • ..; G 2;:<• ;y'•' •''i� {;'rv. +A1•::\ ■ A� < CY�.' Zif� ),'<'S)Y:22�P:}...y�:;'r.Y2i.� ti S:: w'<yYf.�i':: $ {,f:.'•.' +.•'�. < : +a b 3<sy £ff f.5 ;� 3r' ,'•s� 1:i : . it:;< :f4•fti,C- L,;�' ��;f.QR1 .'�.. . fiw��tt�•`•i?'�,.�:5'r ::r..: ss „.:.�ntr.:: t /: :�•"f .i ,:..2r Req. Str. Quart. PI.: Sample Size: 8 ” X 12" No. of Samples Cast: _ 3000 psi at 28 days. 4.75 CY Cylinders Cubes �2i;:c iY:✓i::,£y.�'t"F:t Xi:i''G't %t�'''�2': a?fo M`.y re A !R .:.. •s:c)`< :�. - ).ev.•),+S'!Li • Boeing Carleterla East Marginal Way West of 9.08 bldg. A l triki ` >Yr,?Sij ) i. + >•Y 2ZL•:f4'r •r >) i �,. Jf?•?:•,'Q.WJ.)S� ✓SO; ?tYr�:YS.�rixYy;' w E D + V Attn: Karl Oleon Materials Inspected: Concrete Restael Masonry Grout Other JFi;n:nsr�•+lis ?c F...'!.;' .i:'F �{n %r %',S�i }� > .r '� r`: .rtr f r7• . n �,2!ac�iii ✓...,n: • P.O. Bo)1 3707 M6/41-1-07 . ?..." {. ° Seattle, WA 98124 Approved Plans on Site?: Yes © No Specific Location: Grid: Dum•ater enclosure Sec. D page C -5 dons not specify size or spacing of rebar Carson Horner BEC &E, checked with designer & relayed message that 4 04 bars horizontally & #4 on 1' centers, ass but le adequate. "'• Structuring does not appear to be "structural ". Sampled at 4.76 yards Ticket #313073 Weather: Ught Rain Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Ceet Piles Other Elev.: ft. Ali Temp. 58 . c . WEC"Pro)eot"; Inspector: Date: Pro), Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Speo.: Grade Used: F { r ENGINEERING 20420 04 th A • •,. \VA Tl'�i' v.+a4'�. 1 Jy 1•t.,4j 1y 11 S r f' s i' • ''•Tt'(Z <' '' �C•1 t . .111i • 'h . d Y 1 X ., t z }!*�± +••fir'',: " ..sti a Mi a >r.;a • ... t1. •Y.*!e „ yr } i i i 0 . f 9102 - 04i r . .. ' • : F. • �'. Jeff Rabe 8/8/91 6498 4 34 " Percent Air: 60 F Supplier: Stoneway 5 1/2 sack Mx Design No.: 5501 7/8 City Approved Mix ?: 517 1260 1950 60 80 Water 240 lbs max Admixtures AEA Other AEA 0.76 oz /100# Spacing All items inspected are .conforming ;' ' Non- Conforming, to'epp plane and specifications. Sizes Used: #4 Manufacturer NU w E E Client: BEC&E Address Attn: Kalil Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Yee No Specific Location: Grid: See below Req. Str. Quan. Pl.: Sample Size: 6 " X 12 " No. of Samples Cast: Column footings: 1 fine at linos A, B, C, D, E, F, G, and 2 line at lines 8, C, D, E, F, G. Perimeter footings 8'6" East of 1 line from linos A to H. Perimeter footing form A.8 to G.2 line from 1.2 line to 1.4 line approximately. Foxed copy of mix design on site with preliminary a royal. Conformace subject to flanl approval in writing. Weather: Overcast, Cool Cyl. No. B 1 Bldg. Off. 1 Owner 1 Arch. P.O. Box 3707 MS/4H-07 Seattle, WA 98124 1 Enover 1 Contractor 1 Other 3000 psi at 40,5 CY Date Tested 4 Age Da s Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Elev.: 28 days. Cylinders Cubes Total Load (lbs.) ft. Air Temp, 42 Report No. : 0230 WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: JoD MI. Ready F ... • High Lift Low Lif*: Compressive Strength (psi) 4530 Ea 9102-04i Jeff Rabe 4/17191 Boein Caffeteria East Marginal Way West of 9-08 bldg. 6498 60 60 Conforming Non-Conforming 3 " Percent Air: 58 F Supplier: Stoneway 5 1/2 sack Mix Design No.: 5500 7/8 " City Approved Mix?: 517 Water 250 max 1440 Admixtures 1950 Other Reinforcing Steal All items inspected are Shear Shear Shear Spacing Sizes Used: Manufacturer: Conformance ol Work X • 1 to 0 rovedylans and specifications. Strength . ,:",•:•;:-;••'••••••••:;•:••"- 1 Comments All reports o.e cons.dered conlefenhal 1411(1 we the property Inspoetot Jeff Rabe or in PI P1 •Nran WM. POlinemon of Vvf C 1 9 lorw■leeh, 4ha.jel C. Weever of the CI:ale end Wedge Chgineehog now el whole 4,5,6 no rNGINEEFIING 20420 8 Ave. S., K 12.061 tri 5:AY " w E D G E Sampled at 10 yards. Ticket #304778 5/15/91 6/5/91 6/5/91 116000 East Marginal Way West of 9 -08 bldg. .41nQUt :: : 19 Shear '.: ' : : % ;p erts Client: Address P.O. Box 3707 MS /4H-07 Attn: Karl Olson :.•::::::.:::. ;.:.::.., 3.3x.'.:.... Materials Inspected: Concrete Restoai Masonry Grout Other Approved Plana on Site?: Yes © No Specific Location: Grid: See Below specs. Cyl. No. Seattle, WA 98124 Req. Str. Quan. PI.: 12 CY Sample Size: 6 "X 12" No. of Samples Cast: 4 1 Bldg. Off, 1 Owner 1 Arch. Date Tested 1 Engineer 1 Contractor 1 Otter ::? Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Elev.: �+ t# t�r�i�e�e`:' f ilt�ty:%} nS: Rk.;#!,<?( {(. <:f%2 :.:7':: <:1:>: �::.:.r ;:;.'•:: 3000 psi at 28 days, :;� ..�••rfivc::# r ` < :yF <, .yb,., ,, i .; ::;'•: , '. • : :tip "i'3 <':t;2;3::�;:• > %' `•.. t ; .. o :`.'#� , 4 .?S.Fi> r <r.: eta.• ?'�kdt�# ';i a:. ,F.! ::.h!'::5 :::::::;,.; ...:,•:: ; ;� <': :.;:.... F.,:... r.,... r3 .'. ° K.,,.. ,•.a..,.,.,. ; f�am'ef gfn,.s f.: : : : ; . : . ; r...; Stem walls line 2.8 to line 3 from A.2 to G.5 (approx). 3' high wall per detail 2 page S -5 above top of slab are not •art of this acement. Attended meetin, in morning with underground. Asked clarification on Ago Doye Cylinders Cubes Total Load (Ibs.) • IUM NOE "uu ft. Date: Proj. Name: Site Address: Permit No.: 037o Report No. : WEC Project No.: 9102 -041 Inspector: Jeff Rabe 5/8/91 Boeing Ceffeteria 6498 Slump (inches): 3 1/2 " Concrete Temp.: 61 F Cement Content: 5 1/2 sack Max. Size Agg.: 7/8 " Batch Weights: Cement 517 Sand 1250 Gravel 1950 �'``,:Y:•J,:.:• #iii �i.:': : . # {:F.F:�:'i.:: : :•.4i: l..:. � �r::• ::.::: i:!•v'•i: i:!..:: iv:::':: i.:: �: ,...:... x.. Q�eirifOtCfn S ' eeE; F:::: zF:4ax >::• ::::::.:;,...:::.. : :. Cover Grade Spec.: Grade Used: 60 60 # '..:: >.': <:'; ? rF : <:........r..... ...::f�IOPtAF ` � 3 `,•'.'............ r.: ..... ........ :.. % }:'...E: %;......... . Spacing Sizes Used: Manufacturer: onferm nce af:V All items inspected are X Conforming Weather: Overcast Air Temp. _ Non-Conforming to approved glans and specifications. iCompreeetve Strength :: Compressive Strength (psi) All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole w in put without the written pern:mren of WEC is forbidden. ENGINEERING 20420 84th Ava, 5., Kant, WA 98032 1206 1 872-9451 FAX 12081 Fri :'• E!.it;d i lrupector: h1 aneger • Percent Air: 4.2 Supplier: Stoneway Mix Design No.: 5501 City Approved Mix?: Y Water 240 max. Admixtures AEA 0.75%/100 Other Comments Jeff Rabe C. \"!saver ft/ e% 4,5 na ^'�CS .Yl i �' ` � O, v ri. ..r:, .Y. f�/ 'Y t} . � Fnf i xf • ':,4.s.:}i'. r�' hp..}.fa ;:: ::: - ,'• ' M ii l ) ,.l ft % ' S'3 e � (t {. _; r .r., 1�1 x ` U.' t . 111 } • ` , r K' p •' ib�. c�krr� •YI.1�':,6"ASr!:. /'L•:H..;.l ,.,....�rrii .':S �:<'. � <$ .A .7�v:�• .lj., Client: C&E '• •'`. "' • , ' ?:. $E :''•�� "� :''2iM{}'r �p.4' '•� .'� . •'rr: ) }:�i iY } }:iYvr . Y A'•� L : .,.•.('' 'r' : % {... : . .. } ro - yi• , NY 4t P tY.<., tr:.r,.:... a � F' . ., ,,,,, . r .. .. .......... ....... xL .. r.....: }. •' a.Y. .r } �a .. ` .. Report No.: 040q Projeot Location: 0.0, Box 3707 MS /4H -07 WEC Project No.: 9102 - 041 Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: 8498 '' Date: 5/14/91 ' Proj. Name: Cafeteria 9-12 building/Waterfront Park •}�•. .:.. : fi r. ,....; r.::: r. }iY ..,:. ... :: ...::.:.. .. ' ! ' :. ... .... : 'v: :. .ivl ::::� �i ....S .....r r.. R.. r$/ .. , r i f f.. T' r k r! rJ. rl.r ..... :... . ::., >i:!i)i.4 �; :: ... } f ^i!:`: ri: is ":��:•Y• .: .... : S3. •:� �: : .t� ; •lfiiY� i.4,. d7h., r r. •:r:.. ..!.. .: t <• .:::i}r ! . <.. , r.4. ,4 .�.r....r:. s.... n in � ctlonft: end?< AeeultA :;?Y:.:•:f >; >:::;: ::::; r „ } ,,. Y ,. i <, : ,• ..,<,,...xY. , h r :..,. :...: v: •:::.<<.... eli o t of f: s e u t :;C r Plumbers have trenches open under slab areas for sanitary sewers. Plumbers did not plan on covering pipe with bedding. Showed plumbers apses cell for minimum of 4' bedding under pip + 8” over top of pipe. Also H2O & fire Tines have 4" crushed rock C 5/8" minus. Under bedding plumbers said they understood & would comply concrete placement scheduled for 8:00 AM tomorrow plumbers also to backlit! sometime tomorrow. }... .... .. r. r.. rr. rp ..< :.!).. .... ... , :.... ...... .... :; .. ,.:•:. :• :.:,.. s •. .:.y.Y}' : :: :: � �f r.•. . f v.::...,.::.::}.<, f. �{.:.:•: r: �: �F.. m: V}. r. r .}..:r.::.S.;Y,....�;� :fr...... ,!..: :1.: .: n:.:.t'�U .: ,.;. :: .Y :. s: a!•}: .. . .., ...;' :..... ..f:..:..,..'!: ::. .... :�::;..<;;:.: : .: Y:�..�.'; !Y;: ::::i;.5 •.::ir... : :: �: : : :: : ... :.... .......,.•,........r........... � allty Control , 7eetfn .. end..Raeuita .. .....:..... :.. : ................... Y: r.i:': .4Y. { >: ,:. :::•. r... .. ... .: •{ f�}: Y•}:% 1• }: {:"Y:uYY::.2Y.ia; :.,:.i . }'} : •: .. : •Y: } } }Y:•Y }; {!• : . ......n:.......fv........:. ..4. ... n. . .... :. .... .. f. .. r. ,}. .: :r ....... : ......... r.. .:. .. ... .... n .. :.::,... ... :: .. ... ... ...............:.....}. YY •:• i• . i::!G:4Y.:. f.�i::. ... : ..... .... ..Y...rY :.... ,...,.. }... :...:.�!.: :.fv: ,. ...: .: ...... .. ..• a . :::.::.. .: n.; . . . : .: : : :�SiY:! {•v >;;!.; }Y' +ti { ii i::. ;•i }:4.i•i;•: }'li•!:•Y:4 i}:: }i: •:.!•:: {f: {!.: : }i:4.4::�: :: :: All Items inspected are CQC Representative: Jeff Rabe Conforming en Non•Conforniing MI Manager: Dan Weaved .r to a roved .tans and s•ecificetions. G All reports ere considered confidentfel end ere the property of the Client end Wedge Err ineenng Corporation, Reproduction in whole or in pert without the written permission of WEC is forbidden. ENGINEERING 20420 84th Aev. 5,, Kent, WA 98032 872'9451 FAX (206) 872,el4(14 .ltd . 41 , • v :f. }3:. ' ; Y y � ' �, % �t .r _ . :y.;:r J �'�r� } c , ; 5'x' .. ,i'�r. / , J .. %.; , rr � : r,� a :o �f' ., e i.( • >a ;:1 . +.. rt. %R;: T }} y<' �:Y'. t 1}p ).: y : .'r :: G' '�' : , a•v .., c., . .... ::T7iwyrG' �' ?6]Y.(rr.4..7,..... .•+�, .� �^- „}. +.9.9«..G . : tq i... -. ^' �..r '�' ' ••1 - < vi�'.... t Jar , lilEO dtH �• 3 J,:, ,.� .. . r. { . . • ViWn � v . '. S �. �n -(,,, X .. °, ." t f : f,` ': �{;.i. %r � �� '! 5 i, { +e et /. � t: y .. � } :'✓' > C! <3q! . , { < � , iV ..n.:.Y,..r: 1, J ,e A .,:.: t .-;. tJ:•,' +;:•Y . ?r.�;. :_�:,•>.. '1` a, ,,.. ,t :' .il.5 , t. r , a.11'�,c �, :,.' ;:S " ^Srl;e S• }, '. '\��' :'�:'�� .' "i '. !>• ,.t a.. l�/' :*; a \'.�L• '.•\ • "T °Yr � �� :!'�'t'� ”. V•ti a � :.k�..:�. .�t:' . •tT• i' •, ..•tat .t Project Location: P.O. Box 3707 M8/4H•07 , ,`.. WEC Proje N 91O2.041: 1 ' Seattle, We: 98124 Inspector: Jeff Reba Permit No.: 8498 Date: 5/15/91 � ^" ',Y.t.TS ::, l ..,,, a r ,: Y >,' - .' b`•+� :'> �: :•Y •: «�T.,;'9 .� •r. ': k; ,:. ,:�. ' ;f.G y.... :..�.£. i�llA v:OtfN'tf`b1::.�H Proj. Name: 'Boetn g ,Ceffetor a '�� ,: f:: >s r , r ' n .. sk y .siwY'`.v'''';Lia . .i -: r` • A : •»'�•:. s..2Q ,ti.:.�.. .f:�;5;.:.;>1:.:n'.t6� �,:rfY. �,,.rf�,t�:, +:�r,.r� !. . " fil� ��a: • <+.:;•n: .f <�ESlif� litfi'� k t81.. .�.<•,,., >t::: r:..��..;... Y >:. +s�.csst�:r.. On site for concrete placement, please see report 041q for concrete placement. Noted 220 RFi's and chan•ed to •lens to date. Karl Olson said Wed re Entineerin, would be .ettin, oo. of new set of .tans with all ohen.ed inco •orated into them instead of .ettin. those often es a. •ticable to our Goo.e of work. These plans should be ready within next few days. _ Underground utilities are now saw outtilnyavemenment for placement of utilities out to street. This work is supposed to be starting this weekend. W.E.C. ins ectore will have to monitor over weekend. Notified Karl Olson this would impact our budget since Saturday rates are time and one half and Sunday rates are double time. Karl said he would have to sign a time card in order for the budget to be adjusted. Plumbers have undermined •erimeter footin.a in several •lacoe on East side of bid.. b di. tin. under footin a to install • I .es. In writers o •tnlon concrete lean mix concrete or hl. h (tenait . um •able fill will be re • ulred to rectif situation. "•Y +:. ,Y•,'sGn >c r » ,Y .. 5...,.:Oflallt .. >.z;tw,o t I� Testin ^fand::� ::: t`•.S .L . .J. , :fY ,<.; r.f, pp �t £'ti., :.'row' �'r %2 o x Y, .r ,.;F�::: :•fS:it: `Y +'�'� ?}: \ �f:G .G�f: ..4: S ..< : �• :YJ.'t � '� �:f }k�•'•' +v.. .r. r. � .: S•n. ' / /• �G7 �� ..r �+.w : t:+.4r::.:•....r.. :' Y... /., i:•:.::,......,.�..: S:.J.v.,. .fY +.•. lr.:....G . . , 'rG e..,. ..G!SS'• � >•... �.. ..: .y r...... Y..{rr....<t .,...... ..n.. ...., ..... •:.,:..�T:�:t:4}:Y: }::•: �.::t•::nrr': .f. . :.::. ..+... n..• �.....:,. -.. v J. •... .. r.. :. .r .. :. :. .....:4... .... .. n }Y,. •:i ii : �:: ..Y• :JV.•..r...t. .., . .4a.2 ...,, -n:. ,) .. .. ......... Yr.:. ,.k. ..:,.. •:??,!., .. :.,. ,...... ?•..,.., ..... ,. 7.;:.: >.: +.... �: ... <:: .Y'Y... '�::+:`:::s't:..: .,y<; �S;f "•F +':,s:.:;.: r..: <ttG �...:, },...:m:��<s.�: Y:G«•Y} �s?``t >.• }. • ^tY,., <:.: � �: >...,: <.: i -:,: :'•.: :::,:::.: ,,..,..::., :..:.., :.. : ..., :. ...RemerkY ,....:............ :. : >..:.......:................,. ,...z ?: ::..G .. } >: •..:::..,........�.:.. r..., }....Y.... %. ... A change order le being prepared for this weekends overtime activities• All items inspected are CDC Representative: Jeff Rabe Conforming ,/ Nan•ConformingLN /A Manager: C. Weaver to approved plans and specifications. Alt report* u* considered confidential and ere the p,oputy of the Client end Wedge Engineering Corporation. Reproduction in whole ar in put without the written permission of WEC to forbidden. ENGINEERING 20420 84th Ave. S„ Kant, WA 98032 (206) 872.9451 FAX 1206) 872-9454 r' ;*;'qr.•';‘,'3,,'.....,,:.. '41,4•••;•to s; ,.: *X I d" ,'..' ..i;':-. 1 .:., *., ,w ..- 1. - ;:,:wiuiziip --- Fa: , . •Wk.:% . : . AAA .... ,,.., .‘ , . ' z,14 ,... • . 6 .:':.',.. '..*In3V5,10.si:?::" '''11::''.::r;i:"g ..: ...t • , .4.-AW • .. a.3? •P 2 . k.s., .,„.....,.... , Report No - '041o•.'.-5: .. .. , ...,...,..-„, -. Address P.O.'13ax 3707 MS/4H-07 WEC Project No.: 9102-041 Seattle, WA 98124 Inspector: Jeff Rabe Attn: • Karl Olson Date: ''' 5/15/91 Proj. Name: Boeing Catfeteria :c1:.:: Site Address: East Marginal Way West of 9-08 bldg. Materials Inspected: Areas Inspected: Permit No.: 6498 Concrete Resteel Masonry Grout TJ Footings e.f; .:•:'.••• 13 ON I I1 X Slab on Grade .C.WANOMMOA.01ZNIV.:::C6iiiiiiitirgiag;,itiMM:`;Meen ................................... ';.-t,14 Slab on Deck Slump (inches): 4 " Percent Air: 4.4 % ; :II Columns Other Beams Concrete Temp.: 62 F Supplint: Stonoway Walls Approved Plans on Site?: Auger Cast Piles Cement Content: 5 1/2 sack Mix Design No.: 5501 Max. Size Agg.: 7/8 " City Approved Mix?: Y Yes X No ';‘,N. Other Batch Weights: Cement 517 Water 240 max. Specific Location: Elev.: ft. Sand 1250 Admixtures AEA .75oz. Grid: See Below Gravel 1950 Other . :•>.M.MilgiN:1:0.:00•?. , :.g0S - Iir iiiiiiitiRMitiNAMI0SMONOMS Req. Str. 3000 psi at 28 days. Cover X Spacing X Grade Spec.: 80 Sizes Ueed: 3, 4, 5 Ouan. Pl.: 14.5 CY Grade Uaed: 60 Manufacturer: na Sample Size: 6 " X 12 " X Cylinders Cubes "..::&; ntiMAINONINO:;', No. of •Samples Cast: 4 Agar '`'n -;------- ' • • e — * M Motar T e m p ...M.4UNOMN:i.:00AMOUR . . al .... , ...t. , .•:■ , # , i... ... . 0 RFI #113/C-12 , ?^i 4 .4!: : :, ',..• _ Bent hare at East wall moved duringslacement sun ...Wtillciiei , 7 - Std ... ' ... . said he would pull away from form while finishing r . $.:.::, • ::.- ' - . ". - - -.-.• .:: 220 + changes to plans at this time Karl Oleon eaid :- : ....... .. ........................Z.7' .......... 4.191 all °hen es bein drawn Into new Ions WEC ehould et Rndy Mjx o f....v: ,.... ,',?› g-2 A by Firday #1 detail 5 A-20 chews to drill anchor bolts per RFI #53 approval subject to architect written approval ) :44 , •. • le :.4 ohan e. a/ In . f 0 0 M Ticket #310809 lot truck 45 minutes latel ASigiIMMI:e.Mg::;:.:::aiii•g4iiiiiV;iir""a":5 ::T.::::' All items inspected a e Conforming Non-Conforming X '' subject to #1 in remarks. Weather: Fair Air Temp. 60 to a roved lens and a ecifications.... ...... ' Cyl. No. Date Age Total Load Compressive Tested Days (Ibs.) Strength (pal) Comments 41A 7 41B 28 41C 28 41D Hold :::: •:$Pi igaiik 'i:',• ' : ': i ; : :::.:g.:;.4 . :,:::-.., ':'::::!:]:::: ............................ i.:- : : :::::U.i..0;;;I.:i!!-;:i . S..;::::::i::: . ti;i:.:... :.,:.::., .:: .,:.,„; ,: *.: '':-?::!;:::: - -.:.i:;.: ,..::,: ? ‘•:%:•-:::!,:::m,::;::i.:::' ::;;;:':::::::::.:::::,:mi;::::4',1:1;;:.:'::::4,;:i:::k:4:::::,:;:::-• :,•,:.:;::::-:::,:. ' ..:::-::i:::::::$:Q.:::::::::::;:::;M 4gii;g4., ..... . , i'M:i'!:;::; 1 .:,1':1-:::::: : , ::: , '..::.‘.: . ,:-;: : :.:•:i . :! . :;': : l . , ,'.? . .-4. : .!'.::r::.:.:: : • :: : .i:..:ji;:.! , ;::'::.;. , : .'. : :' ''''' .; 1 BIdg. Off, 1 Engineer 1 Owner 1 Contractor 1 Anil. 1 Other All reports are considered confidential end we the property of ths Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Inspector: Jell Rabe Manager: C. Weaver ENGINEERING 20420 8401 Ave. S., Kent, WA 98032 (206) 872-9451 FAX (2061 372.9454 Re: Boeing Co. Employee Cafeteria 8620 E. Marginal Way S., Tukwila Dear Sir: We have approved the plans for your food service establishment. Your establishment has been assigned the business identification number (BID#) 27122. Please use this BID# In all future contact with us. May 16, 1991 A.R.A. 745 Andover Park E. Tukwila, WA 98188 Before you open for business, you must complete the attached application for a permit and return It with the correct fee. if you open before you apply for your permit, there will be a late fee of 25% of the permit fee. Before you open you need to have an inspection by the Health Department. If you open without the health inspection, you may be closed. Please contact the Alder Square District Health Office at 296 -4666 to schedule.the.preopening inspection. Be sure all other business Inspections are done (plumbing, building, etc.) before you call for your Health Department Inspection. Sincerely, r lt. ohn K. MCAlern Plans Examiner JKM:gao Attachment cc: (c ty of Tukwila /wpf City of Snaffle King County Norman B. Rice, Mayor Tim 11111, /i,'crutive Seattle -King County Department of Public Health r..,. i i..1 n..n niviwinn Room 201 smith Tower Seettl°. Wndhinttton 98104 (206) 266.4722 'I i�:•'`��i�::. ; : : :,... : :::: ` .:. :: ::, Client: BEC&E Report No. : 038q Project Location: p.o. Box u7o7 MS/4H-07 WEo Project Nv.: 9102-04 Seattle, WA 98124 Inspector: Jeff Rabe Primal No.: 6498 Date: */9/91 p,oj.wumo: Cafeteria a'Y2Fuirdhoo/Mrim',/vvt �:: -x��'` ::,.::,-,:::-;......;',/,,,. . ::.` � /`'��^ On site to observe plumbing trench excavation. Trenches within bui ding aro o` so (m. Contractors plan on bedding with pen gravel & uuoknoion with pit mn. Contractors to rec Structural steel fah drawings wore approved yesterday according tv site supt. The writer noted other activities which appear to be off schedule per. 3rd revision dated 4/26/91. 1. 051205 Submit approve/Structural stoel (done yesterday 26 days lato). 2. 1650e5 Submit approve/ Light standards (7). 3. 05120F Fabricate/Del structural steel (not mm,mu). 4. 1e500F Fabricata/Del Llght standards (not started). 5. 204 Form pour atom walls (East wall remains). 6. 205 Damp prooflng (not started). 7.2oa Rigid insulation (not oturtv@. 8. 208 gonmiU trade .ad (v|vounoota oohn o•on). 9, 207 Foundation dralna.e (not started). • " Also picked up yesterdays cylinders & wrote request for information mguurdinn trench uackfiU & compaction. See RFI-1. Alt Items inspectad are CQC Representative: Jeff Rabe Conforming so wvn'ovmwmivo Manager: C. Weaver n,unnmvoumurmonu specifications. ______ All reports ors considered ""w.*""* and rue the w sporty of the Client E*vw*o crw,)"=^.on°=~"=". Reproducleon 1 whole or in cart without tt‘e written 001110101011 01 WEC is forbidders. . ENGINEERING 20470 1 A,v. S., "v.x. WA 98032 /*'� :/r VC. x noeun ' �� pp .o00T�f9� � _ �;. '^.''��/ ��'^«^��^ To: 8EC&E MAY 1 1 t5 v.: 5/9/91 Address: P.o. Box o7o7Mm/4H-07 9102-041 mRwv.: ` Seattle, wa.001o4 �r ,-,-` � pLANN\ '°^'� , El@p7v mo: Booing Cafeteria and Waterfront Park Attn: Karl Olson Permit No.: .a^yu Fax No.: N/A Phone No.: 544'2666 From: Jeff Rabe �/�. �� Subject: Underground Utility Specifications Spec. No.: See 8mvw Drawing No.: N/A Location: N/A Specifications for trenching and bockfitl for utilities sec uzco1 page 5 .pu,00mpxn.000.o states, "Compact each layer ofbavuHo and tho top two feet to 95 porcent of maximum density." Does this moan all lifta including Iant two feet aro to meet at least 95 percent, or the top two feet only must meet 95 % ?This is in the 09-012 Bldg and D.C. iU d | the Waterfront p ,u a N 900342 02200 ,paragraph a �1 a h �Bov vu vnn. n o u pun. o. section .pumn . . the cvmEactivn requirements vary acoordlng to the tocation of the trench. Please clarify. The Cafeteria and D.C. Utilities specs . seo 02221 paragraph 2.02.A refer to WSDOT Sec9-03.12(1) of the Standard Specifications for backfill specifications. This does not stipulate whether Class x or B is to bo used, The Waterfront Park epecs section 02200 poragraph 2.02.A refers to a different spec for struoturnl fill and bovkGo)wh|cxnpvv. Is to be used under what conditions? Detail 8 on C4 of the D.C. North Site Utilities Plan shows native backfill u,os%compaction. Section o2221 paragraph 3.02.o.1 Indicates the baokfill to be, imported. Please clarify. Signed: Section . Signed: < //'//4__-,-__ cc: . . All reports are considered confidential and ^room of (he Client and Wedge Engineering, Reproduction in wxu*v,m oral `'+i/hov' the written permission v/YYEc iv fOrbid6eo. ENGINEERING 2o":s() a.`. xw. 5, Kent, WA 911032 ;:` • ' '' '' /Ax (206)872 9.1,1341 Client: Address BEC&E Materials Inspected: Concrete Restool Masonry Grout Other Seattle, WA 98124 At 11. Karl Olson Approved Plans on Site?: P.O. Box 3707 MS/4H-07 Yes No Specific Location: Grid: See below Req. Str. Quan. Pl.: Semple Size: 6 " X 12 " Cyl. No. 34A 348 34C Date Tested 5/10/91 5/31/91 5/31/91 1 Engineer 1 Contractor 1 Rldg 011. rio,rter I Other Inspections Performed X 3000 psi 19 CY No. of Samples Cast: 3 7 28 28 Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Elev.: at 28 days. 1E11 ISM Sampled at 9 yards. Ticket #309275 Mix 5501 is approved mix #5500 with Approved AEA. Age Days Cylinders Cubes Total Load (lbs.) 128000 5 5 5 ft. Remtnko Walls & stem walls at following locations: between 1 + 3 and A + 8 except at A.7 from 2 to 15'9" West of 2. Between H and I+ 3. Well 6' South of A to approx. A.8 and G.2 to approx. 6' North of H on line 8 1/2" East of 1 line. Weather: Fair Air Temp. 64 Report No. : WEC Project No.: Inspector: Date: Proj. Name: Sire Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: pMr to 8 Compressive Strength (psi) 4530 All repent) are considereo conlidentislaral era the property of the Client end Weaver Engineering. Reproduction in whole Of Ill pars ..Armot 0,t Writtcri permission 01 WEC is forbidden. INGINFIRING v.' A y : El 034c 9102-04i Jeff Raba 5/3/91 Boeing Celle:one East Marginal Way West of 9-08 bldg. 6498 3" 60 F 5 1/2 sack 7/8 " 517 1950 1440 60 60 All items inspected are Conforming Non-Conforming roved lens and s ecifications. Shear Percent Air: 4 % Supplier: Stoneway Mix Design No.: 5501 City Approved Mix?: Water Admixtures AEA .75 oz./100 Other Spacing Sizes Used: Manufacturer: Comments X Inspector. Jell Rabe MM1lidUtt: C. WGIVCI 4,5 na w E Client: BEC &E Address Seattle, WA 98124 Attn: Karl Olson Materials Inspected: Concrete Rosteel Masonry Grout Other Approved Plans on Site?: 037A 037B 037C 037D 1 bldg. Off. 1 Owns, 1 Arch. Specific Location: Grid: Sampled at 10 yards. Ticket //304778 P.O. Box 3707 MS /4H -07 Performed Yes © No Req. Str. Quan. PI.: Sample Size: 6 "X 12" No. of Samples Cast: _ 1 Engineer 1 Contreclot 1 Other See Below ib� C3i'rN14e't� 3000 psi at 12 CY 4 7 28 28 Hold Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Elev.: are not part of this placement. Attended meeting in morning with underground. Asked clarification on specs. Ela 28 days. Cylinders Cubes <A88IRANCE RE.P0R so ft. rF•>r.iRU } _..�, rf".. f . .4 y a , , :.'f. {. •:i:: ;Y . f. r. Stem walls line 2.8 to line 3 from A.2 to G.5 (a••rox). 3' hi eh wall .er detail 2 e S -5 above to of slab •a! Weather: Overcast Air Temp. •i`'F..:Yiv :tti:iF!::4'i': S :::I:'r'7:'::':S .,..� ........ ..: . . Com a fve Cyl. No. Date Age Total Load Tested Days Iibs.) Report No.: 037c WEC Project No.: 9102 -04i Inspector: Jeff Rabe Date: Proj. Name: Site Address: Permit No.: Cover Grade Spec.: Grade Used: All reports are considered confidential end are the property of the Client end Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden ENGINEERING 2042.0 84th Avu. S., Kent, WA 98032 (2O(.1872 9451 FAX (206) 872.9454 5/8/91 Boeing Caffotorla 8498 Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Compressive Strength (psi) East Marginal Way West of 9 -08 bldg. 3 1/2 " 81 F 5 1/2 sack 7/8 " 517 1250 1950 'ter 80 80 Q r:>:::< isss nce:4 1Mpactor: Percent Air: 4.2 Supplier: Stoneway Mix Design No.: 5501 City Approved Mix ?: Y Water 240 max. Admixtures AEA 0.75% /100 Other 1r'yrf5k'i3 isW>. >:•iv"•:''•:iy3i:iXi o.:yia }isfiE`. %r:` < %• ?i:Gi Spacing Sizes Used: Manufacturer: All items inspected are Conforming Non-Conforming to a.•roved •fans and s•eclfioations. <:;i';::; ss• %z:is <:s•�: :: ista >:: >::r:: >c::::: <: >:: >:;:::: r:z «:> treii t `<f ?•Y:•YY: >:,:«...:,...::•,.:: •.<.., :< :. ;iYi:s': > ::.:::::s.,.3�.:<: ?� :<•.,•: :::»::: :« >: <;s:::::- >;<;;;:� >:::.<.:Y. Comments Jeff Rabe Manager: C. Weave( lEll 4, 5 na i( DAILY . QUALITY. CONTA01.,P5P0RT '::.•,:.::. ,. : .„'. Client: BEC&E Report No. : 031q Project Location: P.O. Box 3707 MS/4H-07 WEC Project No.: 9102-04i Seattle, WA 98124 Inspector: Dan Weaver Pr', fl‘11 No. 649.9 Dino: 5/1/91 Proj. Name: Cafeteria 9-12 ParK Quality Control Inapections and Results ..:• • ..- . , :' • • ". . . Pre-fabrication inspection wits performed at the fabricator Blue Chip Stool located at 500 S. Lander in Seattle. Spoke with Don of Blue Chip Steel and he informed me that all (terns needed before fabrication would be submitted to WEC. Shop drawing have not been approved es of this date. No steel has been ordered as of this date. : :'.:•:::::: :i?:::::':: 0::;:::.CtiJal COntrtil :.::''rrisitititi':iii•itrilleirt riVigiMii::1:0:::V:iii0,0*,:;:.;:i'.4;:.:::::::.:#:::M NA .:.:........::: .,*..: - ,--::''. ." . ,, i'i Re mtirkC.f::::::;:::::4:::::W.:::::::::?:::;:::;.:':::::S:..::::::::i..::i.::::;:'::::0::::::::::::::::::::::::::::::.:!:.::;; Items needed prior to fabrication. CMTR's for steel and CMTR's for A325 & A307. Joint procedures and welder qualification MT&E on welding machines. Blue Chip has boon informed that we require 24 hour notice before fabrication. All items inspected are CQC Representative: Dan Weaver Conforming MI Non-Conformingri Manager: C. Weaver ir' to approved plans and specifications. ......—...... ENGINEERING 20420 owo Ave. g, nvm, WA 98032 p0(;)1317 9451 FAX (206) 872-9454 Client: BEC&E Report No. ' 036q Project Location: P.o. Box 37o7 Ms/4H-07 WEC Project No.: 9102-04 Seattle, WA e8124 Inspector: Jeff Rabe Porrnit No.: 6498 Date: 4/7/91 Proj. Name: Cafeteria e'1u building/Waterfront Park Delivered revised invoices ov Karl Olson u letter about construction schedule. New revision vf construction schedule was obtained and returned to WFC office. Construction supt. said concrete scheduled for 10:00 AM tomorrow. Writer to arrive at 9:00 AM to inspect rested tomorrow. Also underground utilities contractors to be on site tomorrow for meeting. Writer to attend. Plumbers to also begin trenching tomorrow. Site Supt. asked 11 black eand was suitable for back fill In plumblng trenchoe with In slab. This materiel is euitable for this purpose, in writers opinion, providing it doesn't become contaminated by underlying silty clay. Contractors to also have lmport pit run avaliable. Writer expressed concern that oversize rocke In the pit run may poee problem in relatively shallow plumbing trench (modally If PVC pipe is allowed _ tv come incontact with oversize material. — — . . • .— All items inspected are cuonwvreoomative: Jeff Rabe Conforming 0ni Non-Conforming ni Manager: C. Weaver xh.~ to approved plans and specifications. All ,~ott" are considered "onfuentiel and ore the o awry "/ the Client and Wedge Engineering Corporation. Reproduction * whole °In plat °.w=^ the written permission mwEc* /*uau°. ENGINEERING 20420 owo Ave. g, nvm, WA 98032 p0(;)1317 9451 FAX (206) 872-9454 •"".%•• :•f!MA0 BEC&E Address P.O. Box 3707 MS/4H-07 Seattle, WA 98124 Attn: Karl Olson In8peotlor%e Performed Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Auger Cast Piles Yes IX I No Other Specific Location: Grid: Footings South & East side See below Req. Str. 3000 psi at Quan. Pl.: 37 CY Sample Size: 6 " X No. of Samples Cast: 4 Perimeter & column footings between A & B from 1,4 lino (approx.) to 3 lino. Perimeter & column footings on 3 line from A.5 (approx) to E Inc. l Entry wall perimeter footing from B.8 to C.5 (approx) column footing for entry at C- 3.3 (approx). Sampled at 10 yards. Ticket #307602 Weather: Overcast Cyl. No. 27 A 278 27C 270 1 Bldg. Off , 1 Owner Arch Remrka Date Tested 4/29/91 5/20/91 5/20/91 1 Engineer 1 Contractor 1 Other 12 " Age Day 7 28 28 Hold Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Elev.: Ell 28 days. Cylinders Cubes na ft. Air Temp. 52 Total Load (lbs.) 100000 156000 164000 Report No. : WEC Project No.: inspector: Date: Proj. Name: Site Address: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: Job.;:t Ready Low Compressive Strength (psi) 3540 5520 5800 027c 9102-04i Jeff Rabe 4/22/91 Boeing Ceffeteria Eas Permit No.: &.-4 13 3 1/2 " Percent Air: na % 60 F Supplier: Stoneway 5 1/2 sack Mix Design No.: 5500 7/8 " City Approved Mix?: — 517 1440 1950 60 60 • arginal Way West of 9-08 bldg. All items inspected are Conforming Non-Conforming to a .roved lans and s ecifications. Cone/Split Water 250 max Admixtures ..0 Other I x Spacing Sizes Used: Manufacturer: na p1 Comments 4,5,6,8 'subject to final approval of mix. Ail 1.1)011/ ere r.onsidered cortrej.ore.1 ,,,,,, ere the 0,0penv tepector: J eb ell Ile t y, er thr Crent 1.4 Are•lge Engine e irti ROPINAICI III MICA, ., •,^ VI , .... flUe .VI.tie Per OM ,,,, ' ,), ViLIS C . I wll.(lOtit. tV1111160/ ENGINirvirniG !...•... ....,., • :--; r,••■‘t, ' :()32 • •-•:' VA) ,. .:,,I. W/:' 1..,4 :',1 w E a G E 1 ttn: Client: Address BEC &E Welder Certification: WABO Other: 00 Ora on et le AWSD1.1 -90. 1 Ludo. Off, 1 Owner t .a:ch P.O. Box 3707 MS /4H•07 Seattle, WA 98124 Karl Olson Material Steel Steel Steal Steel Type A36 Grade CMTR CC Yes /No Yes /Nc Steal Weld Procedure Specification: Pregualified Shop Drawings Approved?: Note: All of tho above must be approved and accepted prior to the start of fabrication. x.41 T o.b: E Srr Q.A. f d 6d6< C.'# area Vr Ctu&lf icat ions:.:: *1 All items for the Boeing Caffeterio have been specifications. All weld Is acooptablo as per 1 Engineer 1 Contractor 1 Otter Yes Qualified AWS Q o oo fabricated and accepted to the approved drawings and pu C1, O QR O TUKVVILA 10'f PLANNING DEPT. -- '' — rKspector. f.'Pdt3ltdF't':1'tlhC Dote: Permit No.: Proj. Name: Fabricator: Material Tolerance: Fit -up: Holes: Sub - Punched Punched Drilled Diameters: Welds: Assembly Tolerances: AWS Other: All reports are considered confidential end ate the property of the Client and Wedge Engineering. Reproduction ur whole or in put .ti nhori1 try written per mitaion of WIC ne forbidden: 6/7/91 A -8 Other AWS Other ..6498 Booing Caffoteria Blue Chip Stool i Fillet Partial Penetration Complete Penetration X Gage Centers GOL AISC :CorifoiMance of Work:: All item Inspected are Conforming © Non - Conforming to approved plans and specifications. X szi Inspector: pen Weaver x Drawing 7F ladder. k!e•.:gr: C, Wnevrr Material: Type A36 Bolts: Welder Certification: � WABO n 1.7 AWS 1 Other: Weld Procedure Specification: ^ � Prequalified 1 1 Qualified Erection Drawings Approved?: Yes © No Note: All of the above must be approved and accepted prior to the start of erection. BEC &E Grade B CMTR Yes CC Yes Type A325 Grade 2 CMTR Yea CC Yes �WHNiN{IZ%1'MYI Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson Qi'tolifioatio started dry pack. 1 official 1 Oo. o 1 Ar duteit Seattle, WA 98124 1 Engineer 1 Contractor 1 Other Met 1. NCR on fah pieces 15A -15C (closed & accepted) FW's. 2. FW's braces to column's- bottom. 3. Now base plate to column 6D per RFI (Ferguson). 4. Set Column 1K & 1M & beam 8D & 8M 15B (5). 5. Verified column plumb on all columns on 2 line Report No.: 101e WEC Project No.: 9102 -041 Inspector: Russell Rocks Date: 6/7/91 Erection: AISC Connections: Bearing Friction Welded Bolt Diameters: Field Welds: • Conforming 1 Piece 15A -15C 42w 2 B 14B -05F 4wr B 14V-050 4w B 14T -05D 4w B14s -05A 4w1 B 14H -C4A 4w B 14G -C4B 4w B 14R -058 4w Alt report' art comrdered conlidentiel and era the property of the Chant o >d Wedge Engineering. Reproduction in whole 01 in pan :cdlwrq the written permission of WEC iv forbidden. t:11(3ir•!!'r I'M CI Permit No.: ..6498 Proj. Name: Booing Caffeteria Site Address: Cafeteria 9-12 Building/Waterfront Park Erector: X 7/8" Fillet Partial Pen Complete Pen e k8rii Bolt Typo: A -307 A -325 A -490 ottharitaf ;t 3 Fw Other All item inspected are Non - Conforming Electrode E7018, E7024 Bolting: Bolt Tension Yee #> 3::' No Turn- of- Nut Yee No None Calib. Wrench Yes No hard Tension Control Yes ":<z< No ' >:'< <'' bolted Arbitration Proo. Yes N ' Y » ' . " :. :jSi•:•. • ':�5;�':: >i is ":;:'•ro-Y:.:. :: :: to approved plans and specifications. See attached NCR Inspector; Russell Rocks Erection Tolerances: AISC Other: Torque Wrench S/N — Calib.: Skidmore S/N Calib.: : "�N:�r:y #: +' %k •r� •• "n;.:t ;:: :.y: }••} •. n;, r:t•Y yr�.''' %�: ..X ::;:. }:..:: ..:; };f> }✓ :';.:(: }: }Y::..;R:. } }:� .};:�:• }R• }:rr..... �`.:;: }••3.::a }}:;b}:; t;• }:. }. ;; }}:•:<••r.4}};: <ti }r...:� ;:.:::;;::..::r:�: ......... ......................... �jYCB< �f MfCtYs� il dp�OR tbl l}:. tz ::............................. Manaoer. C. Weever -: •soe'i Client: . ::1;:,” ' • .''.'; - 4- ' , ' '' '' ''''' .: ' ' " • :' .' • ',--.,!:- , „ . . , .. ,, .. ., ,-•-•,.. .-•.,,. .,, . : ',': Report No 103n 1 ,, '..-' ''. Address: P.O.' Box'3707 MS/4H-07 WEC Project No.: 9102-041 • Seattle, WA 98124 Inspector: Russell Rocks Permit No.: 8498 Date: 6/7/91 Proj. Name: Boeing Caffeteria 9-12 Building •ii:::::;,4::::::::;:•;a::;:::::::::;:::::::::::: .:::: Code Sec./Para: Contrary to the requirement: Pieces were Standard Sec./Para: fabricated separate as 15A & 15C. Further, piece Spec. Sec./Para: 15C was cut 6" longer than 15A. X Drawing S-7 Detail No.: #2 The aquiroment states in part: Shows 8" x 4" angle shop welded to T.S. beam 15A. Inspector's Signature: Ammo!' Rocks ( 1(.-----' ::.:NenglogniegjggaggIgniNEEREINi -11:01115111EnnigegititinitaigOMENINi: 1 X 1 Rework to approved plans, specifications, codes, Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: standards, and tolerances. I 1 Referred to Engineer of Record for disposition. I 1 Submit Approved Submittals Cut 15C to 21'-0" mate & weld to 15A per detail 2 of drawing S-7. Inspector: Russell Rocks Engineer of Record: Date: 6/7/91 Date: •::::'§?;i:igi:::::::::.•:::::::::::::::::::;M:Mi;s:),.: :,,•:,:,:, :i:::;':: Re '''k. tiajiiicitiati .: iiiiiggilnelia0Wigenliiggiiak FT -1( Re-Inspection Required ri Re-Inspection Not Required (Re-Inspection always required unless (Engineer's disposition is Use As Is) As Is) ,...... En!ineer'sDis.ositionfsUse ..,....„ .,.. ..., ., .... SEN10.0a , . .. _ . ... . ...:.,..:.:.. . ,................. .. .... : ..,.. . ''''''""'"''' i'' ' ' • ' • ' ',"i'i:';'.'Ail.2:::Ai.V.ii.0::TilrAi.,:'.1:::.0':0:.:',V!!..:i:::..:::.::;'V:::w::f,' All items have been re-inspected and are As of Data: 6/7/91 X Conforming this Non-Conformance is considered closed. Inspector: Russell Rocks • Non-Conforming to approved plans and specifications. Manager: C. Weever 1 tod 011. 1 Engineer of the Clrent end Werioe Envwring. Reproduction in whole 1 Arch 1 File ENGINEERING 0 Client: BEC&E Add: P.O. Box 3707 MS/41.i 07 WA 9F:12, . I . 1" Ouolicoone Material: Type A36 Grade Ys ...... YesE_X 1 CC e No CMTR Bolts: Typo no Grade — CC YesEX _ No Yes No GMT R Welder Cortification: WABO X 1 Other: Weld Procedure Specification: _ Proqualified r ...rind Erection Drawings Approved?: Yes! X j No1 Note: All of the above must be approved end acceptod prior to the start of erection. C o a t i n g s : AWS • . •.• .. • ••• wi thin 2 of.' •"' • 2. Weld roof framing stool, 3. NCR on piece 14AC 4, NCR t, lico 14AB NCR on r clip for col. 71)• &TUL : ERECTION RE.p0FiT • Rurnrko • ..• _ . • 1. Weld roof decking to strum Irarno.“.pot welds-prom. F Report No. : 104e \NEC Project No.: :••1•:.:" Permit No.: _6498 Pro. Norno: Boeing Caffetoria Site Address: Cafoteria 9-12 Building/Waterfront Park Erector: Eros:lion: Connections: 13r Friction Welded 13olt Diameters,: field Weldu: 1. 314 w 2. 65 w 6. 1 w AISC Bolting: Bolt Tension Yes Turn- of- Nut Yos Wronch Yes Tension Control Yes Arbitration Proc, Yes Erection Tolerances: Torque Wrench S/N Skidmoro S/N 6: Cfl 1 x Fitljt Partial Pon Complete Pen : • Toleriincir • . Bolt Typo: A-307 A-325 A.490 7777 AISC na no Other N I x I Eloctrod E6022, E7018 No No None No hard No bolted Other: All item inspected are Conforming Non-Conforming to approved plans and specifications. Sec NCR's Calib.: Celib.: • Placer Murk Iiwpct.d • • • .,••• ...• 1 • 1 • UrVII10■11r ,.:r > , ... > .... } :.,<:::: , REPORT . .... 1,::::0: :.:,i Client: BEC &E Report No.: 106n Address: P.O. Box 3707 MS /4H-07 WEC Project No.: 9102.04) Seattle, WA 98124 Inspector: Russell Rocks F'armit No.: 6498 Onto: 6,'10/91 Proj. Name: uclniiiy islroterra 2 BU irl {j --• -�— .Ra' uirerneilt. '; ::Non•Conforming :Condition . Code Sec. /Para: , Contrary to the requirement: Center of Standard Sec. /Para: Mullions are approx. 3" (East) off center of WW Spoc. Sec. /Pura: columns, apparently the detailer /fabricator in X Drawing E -2 Detnil No.: RFI#34 calculating tho length of piece 14A forgot to reduce The requirement states in part: Distance from window the dimension by the tube size (3 ") of the two wall (E of "1" between "A" and "H" linos). and "2" line = abutting mullions, thus throwing the entire line off 3" 29' -2 1/4 ". Mullions (14 series) on South end of building East of desired location. should set center on columns on E -W- window wall. Inspector's Signature: Russell Rocks Di I X Rework to approved plane, specifications, codes, Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: standards, and tolerances. 1 l Referred to Engineer of Record for disposition. 1 Submit Approved Submittals Cut 3" of piece 14AC reposition Mullions to correct location (connection center over center of window wall col's.) per design. Inspector: Russell Rocks Engineer of Record: Dote: 6110/91 Date: Re ■■'llnspeStfan 1 X 1 Re•Inspection Required 1 Ro•Inspoction Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) Engineor's Disposition is Uso As Is) Conformance of Rejncpectad Work .. Clobure Alt items tidve boon re•inspootod and nro Asr Onto: 6/11/91 X Conforming Non•Conforrning this. Non Conforrnilnce is cvnsidored closed. 1n: ;pectnr: Russell tinckr; tr, r, ;tflruved pions end spoeifientinn':. Milo /m.3r. _ C. Ult::vt'r _..__.____ .•._ tM1,N,mt.i f.h •¢. 1■9■;lla& 1 xt e,r It",.• tv„CCity 1 C.00. m.t,, tr,, , :!.••4L1 ,. .. vn.f;�� t...�. , 4 . 4 J. , ^t'r� r.,:.•i'.r•. „> »'.�:•7,.. 1 file 0,4'1.•':t 1'.r \fit nit, , .)! 1. ;1:: A • .t. :.:. NON CONFDRMAW R :{ '< <t >4 > >...j. , > ,> Client: BEC &E Report No.: 107n Address: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102.041 Seattle;, WA 98124 Inspector: Russell Rocks Permit Nn.: 6498 Ditto: 6/10/91 al Proj. Nerno: Boeing Calf/Aorta 9- i w Ili 11O Re•ulrer e! - : : Nori•-Confor ing Condition' • , . . Code Soc. /Para: Contrary to the requirement: All 6 piece Standard Soc. /Para: 14AB's were cut to fit a 8'•0" distance. (Cut length - Spec. Sec. /Para: 7' -9 ") X Drawing E -2 Detail No.: RFI#34 The oquiremont states in part: Por RFI #34 2 of 6 piece 14AB's should have boon cut to make n 8' -6" distance (loss T.S. connections). Inspector's Signature: Russell Rocks D ic • ocltian` . . X l Rework to approved plans, specifications, codes, Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: standards, and tolerances. Referred to Engineer of Record fur 11 1, wr,o I Submit Approved Submittals Fabricator to rafab two new piece 14AB to approx. 8' - 5" dimension. Inspector: Russell Ronlel. Engineer of Record: Date: 6/10/91. Date: :Re Inspection I __XJ Re- Inspection Required ( I Re-Inspection Not Required (Re- Inspection always required tiniest, (Engineer's disposition is Use As Is) Engineer's Disposition is Use As bit Confariraiico of:Re'•Inspacted Wrok.. Cloture . . All items have been re-inspected and are A of Date: Conforming Non - Conforming this Non - Conformance is considered closed, Inspector: - to approved piens and st1 cifiNitiorm Manager: 1 lgiver • 1 Cor.lr,cew 1 I . �'...... ».,... -.... _ .. _...... . • t. , F. •. t m• ; c red ;..r 'relih"t e0.1 p0 II!c woo, ry ■t, eyn o ?a ink , riep.¢,,,r!ron n .g tir ') h`2 Siri.'2!F } •. vl f y : %r ^�,` :n ;:v /, +vflxri< } %:ri:�l /. F ��.." 2: >.: • }:r4':4'i S} . } I /.r ,3 1 r:u.f . !.,`Y.�:.: GI YrC di+i�f7fiMAN.C►G�i' "r,P,gi#Y .F. 54 l'.. :: /.... d}.:, .•. %.v } >Y.i::��i: :v: /.v::•:: Yid'.} i<..... jr.:: nti1.: A�• 4.. r: �. S:: S.' i.•' l.•: 25:.::,., r. . ....: �..: n: �i> iG + .1:. ..:..:.�:.. .. �.:.:.: :.::: ::: �:.:: ..::� ,:.�::..... v. S•% A-) . ....... .... ..:.2•.SpY.sv}Y� Fi::n.vY.•:•Sn.. r fif: .... i <: { 2dn� }; �v;f• %.ii Client: BEC &E Report No.: 108n Address: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, WA 98124 , Inspector: Russell Rocks •q. Permit No.: 6498 nl Date: 6/10/91 . i Proj. Nnrno: Boeing Caffetorio 9 -12 Building Re ::< .::..: : .. :.: :. : ::..i .:' :NonCoiitormlrig:Condititin:''. .. .. Code Sec. /Para: Contrary to the requirement: On North end Standard Soo, /Para: of building col. was fabricated in error- -South clip Spec. Sec. /Para: was located 3" low, N.S. clip was located 2 1/2" high. X Drawing 4 (tab) Detail No.: no The requirement states in part: Column 49 shows lay out elevation for North & South. Side boom clips. Inspector's Signature: Russell Rocks is o .,: }: i Rework to approved plans, specifications, codes, Use As Is, no further work required. Reject, repair to approved requirements. Repair Por: standards, and tolerances. r� Refound to Engineer of Record for dislu.:,•• , ,n. i I Submit Approved Submittals Fabricator to supply two now beam clips with appropriate drilled holes, field cut -off old clips, "re -weld now clips @ correct elevation per erection details," . Inspector: Russell Rocks Engineer of Record: Date: 6/10/91 Date: Re - inspaotian I X I Re.inspection Required Li Re-Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) • Enpinoer'irphposition is Use As is) — Cunlbirnancit of R.:•Incilyictad Work : Closure • All items have been ru•inspuctad end are i ut Date: 6/11/91 X Conforming Non-Conforming this Non-Conformance is considered oiosed. Inspector: Russell Rocks to NppCO plan:: end el -• --. Manager: C. We aver .;I ...... «.....—..- “... (...5 ,rj,,.•,3 WI: ,.Cal t$r,c:l f el: f. A,” 1hr t„c,1)r.1J r. .. , : r .t / ,,r:,l 30 •< l' ar,. 1 ;'; • lnf•. •7v 14r1: ' Yt ll, r .r .y .. .. s j: n't \, ti r..e: •.:•..•t'I'.'r', :r. .1<t'r. ! WI 1'. , 4 1f:. is . 1 3u_ JUN 2 4 A -325 col 3BR 11 welds 4 bm to col 2 bolts bm to col 2 bolts Material: Type Grade Bolts: Weldor Certification: WABO Other: steel 490 fo. lbs. Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson ............................ .........sCliialificati�o ................... ............................... CMTR Yes CC Yes Type Grade CMTR Yes CC Yes Weld Procedure Specification: Erection Drawings Approved?: Prequalified © Qualified Yes © No Note: All of the above must be approved and accepted prior to the start of erection. 1 Building Official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other 4 welds reject- all repaired. 2. NCR- on incomplete weld col. 4C L &R. 3. Inspected FW -col. base PL redesign. No No No No AWS 2 line to 2.5 and from A line to H line. 104 sheets 4. Verified torq. on bolted connection marked on 1. Inspected decking welds - entire West side of roof from i � :i�::r:v: �':: r i'S:i �: Vii: �::r:< Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC to forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 113e 9102 -04i Russell Rocks 6/13/91 ..6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park . �' r% r �•$:>.<:::::>:•>::$:' �:?:> Talera' n' �eei�># ?�� > > >s >>«sz.< >s #i'�s'�'�� >� >' Erection: AISC Ell Other Connections: Bolt Type: Bearing : . A -307 Friction X A -325 Welded X A -490 Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yee Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proc. Yes 1560 welds col 3B1 11 welds Electrode E7018, E6022 X Manager: No No No No No Inspector: None hard bolted Erection Tolerances: AISCn Other: Torque Wrench S/N 9103.002 Calib.: Daily Skidmore S/N 9010 -015 Calib.: 6/15/91 All item inspected are Conforming f X I Non - Conforming riTi to approved plans and specifications. 1 -NCR this date. ........: ...:..........:.... `:`': NRle ce`.11i1 iirk+iret:izt d.:...::: ,....: Russell Rocks C. WuwrI -+� ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872-9451 FAX (206) 872-9454 Client BEC&E Report No. : 116n Address: P.O. Box 37o7MS/4H-07 WEC Project No.: e102-04 Seattle, WA e8124 Inspector: Russell Rocks Permit No.: 6498 Date: 6/13m1 P,oj. Name: Boeing ounvtona9'|2 Building Code Sec./Para: Contrary to the requirement: As the rodoeign of Standard Sec./Para: the column base plates required welding "in place" Spec. Sec./Para: welds ut point A&ecannot be done on tho outsido X Drawing S-8 Detail No.: 2 face due tninterference with concrete wall on column The opu|mment states inpart: As shown-welds 4C L & R - A 1/4" filiet has boon put in on the inside A&B should bomade: tab?o to PL. Inspector's Signature: Russell Rocks F-1 | | Rework to approvod plans, speclflcatlons. codes, Use As Is, nn further work required. Reject, repair to approved requirements. Repair Per: standards, and tolerances. -- F-� | � | Referred to Engineer of Record for disposition. | | Submit Approved Submittals Inspector: Russell Rocks Engineer cf Record: Date: e/13/91 ________. Date: X R| d Required Re-Inspection pn �quno d [� Hv'|nvpw:t|vnNntRoqu|ed <Ro'mopvctinno|vvuvn required unless E (Engineer's disposition is Use As Is) : All items have been re-inspected and are As of Date: Conforming Non-Conforming this Non-Conformance is considered closed. Inspector: to approvod plans and speclflcatlons. Manager: 1 Bldg. 011. 1 Engineer All reports ere considered confidential and =~ the property `o°=, 1c°"v"*", "r the Client end Wedge Engineering. Reproduction /"whole 1 Arch 1 File or in part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872-9451 FAX (206) 872-9454 Client: Address Attn: BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson ...................................:........... :,. %XEffalifiaa'tliori''it €:':# < :#>:.:;;»: •:<:;:::;:;:<:::•;::;z<;;s:::;: Material: Type A500 Bolts: Welder Certification: WABO Other: Grade B CMTR Yes CC Yes Type A325 Grade II CMTR Yes CC Yes Weld Procedure Specification: Prequelified Erection Drawings Approved?: Yes Ell Ell 1 Building Official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other No No No No AWS Qualified No Note: All of the above must be approved and accepted prior to the start of erection. C {ii }F; { > } >:::�:: .::•:: ::: }: �:: i:::' •:::� a �(e ii:•': .. r..... 1. Erecting and welding parapit steel:16AF to col. 7D, 16AF to col. 7B, 16AK to co1.7B, 16Ak to col. 7A, 16AM to col. 7A, 16AM to col. 58R, 16AM to co1.5BR, 16AG to col. 5BR, 16AG to co1.5BL, 16AD to col. 5BL, 16AD to col. 7H, 16AA to 16AD, 16AA to 15C, 16W to col. 7D, 16W to 18AP, 16AP to col. 5D, 13AP to col. 5C. 114e Report No. : WEC Project No.: 9102 -041 Inspector: Russell Rocks Date: 6/14/91 Permit No.: ..6498 Proj. Name: Boeing Caffeteria Site Address: Cafeteria 9 -12 Building/Waterfront Park Erector: 1 Erection: AISC Other Connections: Bearing Friction Welded Ell Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen AN reports NO considered confidential and ars the property of the Client and Wedge Engin* ring, Reproduction in whole or in part without the written psrmheion of WEC is forbidden, Bolt Type: A -307 A -325 A -490 Electrode E -7018 Bolting: Bolt Tension Yes .`: >`:- No Turn• of- Nut Yes No Calib. Wrench Yes X No Tension Control Yes : ?`< >s "` No Arbitration Proc. Yes l X 1 No Erection Tolerances: AISCn Other: Torque Wrench S/N 9103 -002 Calib. :Daily Skidmore S/N 9010.015 Calib.: 6/15/91 All item inspected are Conforming Fl I Non•Conforming C to approved plans and specifications, ........... ...................:.......:..h ae nnta d.:.. 20 weld Ell Inspector: Manager: None hard bolted t.. Russell Rocks c. �_ wsavar G�Y" ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 'go!: 1111:111 Client: Attn: BEC&E dress P.O. Box 3707 MS/4H-07 Karl Olson Material: Type Grade Bolts: Type Grade Welder Certification: WABO Other: Seattle, WA 98124 CMTR Yes CC Yes CMTR Yes CC Yes Ell Erection Drawings Approved?: y on steal. X Ell AWS No No No No Weld Procedure Specification: Prequalified ME Qualified 177.1 Note: All of tho above must be approved prior to tha start of ereotion. iMIIMMONOMMUNkAgikinammoNMINE 1. lnspected all joist to boam connootion walde on 3 line betwoen column 7K and col. 7D, 2. Verified torq. on 14 connoctions-bolted marked 3. Placing decking on4osheets E side "2" & "3" line between "B" &^F^. 4. Setting equipment frames 1so'uun 5. Inspected FW on roof framing: 14AD(5) 14Z(2). 1 Building Official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other 2 3 4 x o Report No. : WEC Project No.: Inspector: Date: Permit No.: pwi.Nomo: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Conforming 20 welds 28 bolts 70 welds 8 welds 50 welds All reports 4re considered =m=tlal and ars the property a the Client =u Wedge Engine ring. Reproduction uwhole or In pert without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kmm. WA 88032 (206) 872-9451 FAX (206) 872-9454 � Bolt Diameters: 7/8" 109e Electrode 9102-041 Tension Yos - of- Nut Yes .vVrenvh Yes ion Control Yes Russell Rocks ..6498 ovvnnouffomdo Cafeteria 9-12 Building/Waterfront Park Field Welds: Fillet Partial Pen Complete Pen wmnvov: A|nq � F-7 | Other: Torque Wrench S/N 9103-002 CaUh.:ooily Skidmore S/N 9010-015 Ca lib.: e/15/91 _ All item inspected are to approved plans and specifications. Other Bolt Type: A-307 A-325 A-490 X Non-Conforming " Note: Docking activity 224 was schedulod to be complete 6/10/91 only 50% complete this date. No No No No No None hard bolted Russell Rocks C. Weriver • / l Sampled at 4.75 yards Ticket #313073 6/13/91 7/4/91 7/4/91 1 Enpin..r 1 Castrate, 1 Other 96000 atl sports wo cansidusd confid.ntfsl .nd M. the property al 0 C ..rrt owl W.dpe frpiMMinp, fl.waductian in what* to in pint witmue ere MOW', permifsirwr al Y/tC is larfiv,Mn• d 'e ss Attn: Karl Olson Materials Inspected: Concreto Rosteel Masonry Grout Other Approved Yes Specific Location: Grid: Dumpster enclosure ....................... .........................:..... :<;:� .e:> Cad ii:•,'.; s:: ><sz: ^: > # >1d:s:: > >i >:'•< »` > ?<': Req. Str. Quan. PI.: Sample Size: 6 " X 12 " No. of Samples Cast: Sec, D page C -5 does not specify size or spacing of mbar Carson Horner, BEC &E, chocked with dosi.ner & relayed message that 4 114 bars horizontally & //4 on 1' centers, as built is adequate. Structurint does not a Weather: Light Rain Cyl. No. Plans on Site?: No BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 3000 pal at 28 days. Date Tested 4,75 CY 4 Elev.: ear to be "structural ". Age Days Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Cylinders Cubes Air Temp, 58 Total Load (Ibs.) ft. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: ......................... ............................... Compressive Strength (psi) E ?Jaf1 20420 84th Avr1, 5„ Kent, WA 58032 (206) 872 -5461 rA (205) 872'1,454 098c 9102 -041 Jeff Rabe 6/6/91 Boeing Caffeteria East Ma_ginal Way West of 9 -08 bldg. 6498 4 3/4 " 60 F 5 1/2 sack 7/8 " 517 1250 1950 o ar >rn Shear Percent Air: Supplier: Stoneway Mix Design No.: 5501 City Approved Mix ?: Water Admixtures Other AEA 0.75 oz /100# Spacing 60 Sizes Used: #4 60 Manufacturer: NU Grout t) x:T91Y�ps' 4:04 <Ina.I All items inspected are Conforming Non - Conforming to a• • roved •lane and s • ecifications. ... .. .. ....... .. " • a •::.:<•: ruegtve :btren t ' ... `:> X Comments 240 Ibs max AEA 04 Inep.ctar; .1.,t fl.b. fA.n.pus C, 'Mom Client: Address Attn: Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Specific Location: Grid: See Below Req. Str. Quan. PI.: Sample Size: 6 "X 12" No. of Samples Cast: Walls per RFI #18/C -12 Bent hors at East wall moved .:luring placement supt. said ho would pull away from form while finishing 220 + changes to plans at this timo Karl Olson said all changes being drawn into new plans, WEC should get by Firday #1 detail 5 A -20 chage to drill anchor bolts per RFI #53 approval subject to architect written approval change. Yes © No Ticket #310809 1st truck 45 minutes late) 41A 418 41C 41D 1 bldg. Off, 1 Owner 1 Arch. P.O. Box 3707 MS /4H -07 Seattle, WA 98124 5/22/91 6/12/91 6/12/91 1 E rg,npu 1 C Mr►cta 1.0., ie "'f3Ctfinit �iPbrttyrrritid: �< <s >i € >< >i > ><<<` >< >? )ti Ell 'Cnetti`� <:C 3000 psi at 14.5 CY 4 7 28 28 Hold Elev.: Ell Areas lnspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other StifiA 28 days. Cylinders Cubes 124200 165000 160000 ft. Date: Proj. Name: Site Address: Permit No.: Report No. : WEC Project No.: Inspector: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: 4390 5840 5660 ENGINEERING 20420 84th Avo. S„ Kent, WA 98032 (206) 872-9451 FAX (208) 872.9454 • 041c 9102 -041 Jeff Rabe 5/15/91 Boeing Caffeteria 6498 4" 62 F 5 1/2 sack 7/8 " 517 1250 1950 'iriftir6K". to l; i.# i�: 5':•,`: i:" ��:::`:`::;:i'.'i:::'#:: > < ?s':: East Marginal Way West of 9 -08 bldg. r All reports rue considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole on in put without the written permission of WEC b forbidden. Percent Air: 4.4 Supplier: Stoneway Mix Design No.: 5501 City Approved Mix ?: Y Water Admixtures Other Spacing 240 max. AEA .75oz. n 60 Sizes Used: 3, 4, 5 60 Manufacturer: na All items Inspected are Conforming Weather: Fair Air Temp. 60 Non - Conforming to _a roved lens ands ecifications. ... .. ........... < s >: : ::: S "' :. CyI. No. Date Age Total Load Compressive Tested Days (Ibs.) Strength (psi) Shear Cone Cone Comments ' subject to #1 in remarks. Inspector: Jeff Rabe Monsgar: C. Woov.r / w E liont: BEC&E D `' Address P.O. Box 3707 MS/4H•07 G Seattle, WA 98124 Attn: Karl Olson Material: Type Grade Bolts: Weldor Certification: WABO Other: CMTR Yes CC Yes Type Grade Erection Drawings Approved?: Ell A-325 CMTR Yes CC Yes 1 Building Official 1 Ent:Inset 1 Owner 1 Contractor 1 Architect 1 Other AWS No El No Weld Procedure Specification: Prequalified 1111111 Qualified Yes No Note: All of the above must be approved and accepted prior to the start of erection. 2. FW's on installation of piece 12P (N&S) 2 each, and 12M (4) 4 welds each. 3. NCR on piece 13T (6) & welds. (repaired & accepted- NCR closed). . , ....... ......... .... 1. Accept FW's on repair on clips col. 4B (closed NCR). 2 3 Report No. : 105e WEC Project No.: 9102-04i Inspector: Russell Rocks Date: 6/11/91 Permit No.: Proj. Name: Site Address: Erector: Connections: Bearing Friction Welded Bolt Diameters: 7/8" Erection: AISC Other Bolt Type: M77. A-307 X A-325 X A-490 Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proc. Yes 4 weld 20 weld 14 weld 10 weld M reports rue considered confidential and we the property of the Client end Wedge Engineering, Reproduction In whole Of In pert without the written perrniselon of WEC le forbiddon. ENGINEERING 20420 84th Ave. S., Kont, WA 98032 (206) 872-9451 FAX (206) 872-9454 ..6498 Boeing Caffeteria Cafeteria 9-12 Building/Waterfront Park Electrode E-7018 Mensgor: No No No No No Inspector: Jl b! 2121: X g7.77 None hard bolted Erection Tolerances: AISCFX Other: Torque Wrench S/N Calib.: Skidmore S/N Calib.: :::11:19M All item inspected are Conforming 51 Non-Conforming to approved plans and specifications. 1 NCR this dote. etc at 4:: nom, Russell Rocks C. Weaved .:: .::.::::.:........... ........:.::.......:'.::...:: i::.:.::i:.i: ?•i: ::i: iii>;;:.::.:: i:.:.;?:•:;::::;. i ::i: :.;•. ?:....:.:..::..:..:::. . tIj�,• }i:F::S:ti::•;::•::• : >:�:'<�'is i:`v is ?2::';::;.'•::: i'r'.';.'•;i; } %:•:$i :i:Y:::• i:: y� �' .::i�Vls . tyN.�.I� . IYIA. +Y 41� ';:Z1�R�f.1��•;�:::i:'i: >: ? <:�: iii': is::• i:?;:•:• i::?:: 4iiii:?: i:%:::!. i:•:? v:• i+'•: 4:• is4': ti�i:• ii'!.^.,f i::: ':•: {.:;:•i'•i::::: +.j <: ..............:.... .. ... ........... ............................... ............... ............................. i............... ....:•ifi•i:•:v:.vi; ?•: ?•i i:::!:vi is ?v:•S:•i:•:v: i:•ir:: ................................ ... . Client: BEC &E Report No. : 117n Address: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, WA 98124 Inspector: Russell Rocks Permit No.: 6498 Date: 6/11/91 Proj. Name: Boeing Caffeteria 9 -12 Building ..�..i.<:. • ii :.i:.i:....:•: : > ?NO Cdtifiif'm n C6lh itlbh.>: i:::>:: s:>:>: .::: i.: >i':::� »:, >.::;::<::;::c•::: . .:..;.:.., ................. . : .::: : :R tri nt��:::>:: s>:`•:>; E::::>:' z:• ,•.::ii "• s::::<::: >:::: >:: > :::: Code Sec. /Para: Contrary to the requirement: In order to install Standard Sec. /Pura: PL 13T so as to allow pieces 13A, B, C to be located Spec. Soc. /Para: at design elevation pieces 13T (6) must be coped to X Drawing S -8/13 fob Detail No.: 6/13T fit under top cord. Further, a 1 /4" fillet is unacceptable The equiremont states in part: Piece 13T shows as the thinest member joined is the joist angeo which is 1/4 x 5 1/2 x unkl PL with 4 holes or attachment. Detail 6 of 3/16" (AWSD1.1). Also 3 of the clips are drilled such drawing S -8 indicates attachoment of PL to horizontal that the vertical weld will interface with the bolts. angles in joists by welding a 1/4" fillet vertical on both sides. Inspector's Signature: Russell Rocks ........................ :t oclion's'' ass'? .. < : : rr?< s* isl'. # >:::' >'•<, n Rework to approved plans, specifications, codes, standards, and tolerances. n Referred to Engineer of Record for disposition. n Submit Approved Submittals 1. Cope out 13T to allow installation of beams on Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: — elevation. 2. Reduce FW size to 3/18" per code. 3. Use skip weld around bolt interface & add a 3/16" x 2 1/2" weld on the bottom of clips affected. Inspector: Russell Rocks Engineer of Record: Date: 6/11/91 Date: •:L•::: ::::::::: ; ....: :. ......... ::..:::::: n:::, :•::. �::: .: .... .......: .::.:ii'.:. i:•i;:: :•i: iiiiii� ? ? i:4: ?•i ;:;:•ii:0i: ?. }; :::� :: • . ... ..... i::: iiiiiii :•i . n: ?.: :$:?Jii:•t :... ?:: i :•`F.i:i: :v. {nv ::.::: • .•r: ! ::v:: :!•. �+:. i ^:? �: ^:•i ? { ?4:•y:: rv: +ii:: 4. �:L•:::::. � :: r:::: .....?.. :::::::::::'::::•" .::. :...:.. . .:.....•., :. ::. :v •;: !:!.ii: 4 }; ?•iiii:•ii: } ^ ?: ?:•i: ? ?•: : :.: ?..: .. Q. " f ..:.. :.. . •iiii . .. ... .. ... .. .. ..:.... .. •• .. :� >: �i'{ >:; #i::s:;;:;:si:;.;;:;; i s i i: ; ?rr...., :........:..........r....... ....:. ?:, •::::•::.. <:i:>i >i.«.:;•. "- V:::.*: '" •.::.:: vi . ?i�• %i ?isi:t { iii)i:'i:f`i?.ii: i i i i• ...�.: .. .v ... .......:..n....... ...... . ... ... ..........,:::::0: .... . . ........... ..... ; X Re- Inspection Required Re•Inspection Not Required (Re-Inspection always required unless (Engineer's disposition is Uso As Is) Engineer's Dia. osition is Use As Is) ... .............. ...... ... ::::..:.... :...,::,; ::::.:.....:• ...., i•;::: isi;. i •:;;.; i:.:;?. i:•::• ii•<, isi ii: ? ? . ; i:.ii:•i:: >;:s:z: >: >:s: ':''::':'`: •``'':�`:` . ...Cn .. fdr ., : .. n � "�.I'li'ii of W rk<: :. • i: ?:. >:•':: ,.. •. ...;. ; .::.......... . . s . io:•>; rm::> r? iz: i.:,!?.::•: i ::::..:< ?•ii:.i.•i:•i: ?<: +i: ?! All items have bean ro- inspectod and are As of Date: 6/11/91 X Conforming Non- Conforming this Non-Conformance is considered closed, Inspector: Russell Rocks to approved plans and specifications. Manager: C. Weaver 1 Bldg. Off. 1 Engineer All reports are considered con 'dent's' and are the property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction In whole 1 Arch 1 File or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (208) 872-9454 f. w E D G E '• Client: Boeing iS '4 ( 0 Proj. Name: Boeing Cafeteria Site Address: Boeing Development Center Standard: ASTM D -1557 (Modified Proctor) Proctor Mold Tare Mold Volume Weight of Wet Soil + Tare (Ibs.) Weight of Wet Soil (Ibs.) 23.92 9.47 24.18 9.73 24.33 9.88 24.92 10.47 24.97 10.52 24.82 10.37 Density Data 14.45 lbs. 1/13.333 cubic feet Weight of Dry Weight of Dry Soil Density Tare (lbs.) (pcf) (lbs.) 8.43 1 112.40 1 2.11 8.70 1 115.70 1 0.72 8.80 117.33 1 2.11 9.40 I 124.80 1 0.72 9.42 125.60 1 0.72 9.25 1 123.33 1 0.72 Weight of Wet Soil + Tare (Ibs.) 3.95 3.30 4.51 3.69 3.61 4.75 Weight of Wet Soil (Ibs.) 1.84 2.58 2.40 2.97 2.89 4.03 Moisture Content Data Weight of Dry Soil + Tare (lbs.) 3.88 3.17 4.34 3.40 3.35 4.33 Report No. : Reference Report No. WEC Project No.: Technician: Date: Sample No.: 005p Sampled Location: Soil Type: Sand w/ Gravel -Brown Weight of Dry Soil (Ibs.) 1.77 2.45 2.23 2.68 2.63 3.61 Weight of Moisture Water Content (lbs.) ( %) 0.07 1 3.95% 0.13 1 5.31% 0.17 1 7.62% 0.29 1 10.82% 0.26 1 9.89% 0.42 1 11.63% • C Cf • 005p 9102 -04i Jason Paterson 3/20/91 Dial Reading 1 Cone Penetrometer Data Dial Reading 2 Dial Reading 3 Average Dial Reading 0 Client: Boeing Proj. Name: Site Address: Standard: ASTM D-1557 Mold Volume Weight of Wet Soil + Tare (lbs.) Weight of Wet Soil (lbs.) 22.24 7.79 22.35 7.90 22.64 8.19 22.79 8.34 22.92 8.47 23.23 8.78 Density Data Boeing Cafeteria Boeing Development Center Proctor Mold Tare 14.45 lbs. 1/13.333 cubic feet Weight of Dry Soil (lbs.) 6.75 6.84 7.10 7.30 7.35 7.64 (Modified Proctor) Dry Density (pcf) 90.00 91.20 94.66 97.33 98.00 101.86 Weight of Tare (lbs.) 2.11 0.72 0.72 2.11 0.72 0.72 Weight of Weight of Wet Soil + Wet Soil Tare (lbs.) (lbs.) 3.86 3.27 3.25 3.78 3.32 3.15 1.75 2.55 2.53 1.67 2.60 2.43 Moisture Content Data Weight of Dry Soil + Tare (lbs.) 3.79 3.13 3.04 3.66 3.04 2.85 Report No. : Reference Report No. WEC Project No.: Technician: Date: Sample No.: Sampled Location: Soil Type: Weight of Dry Soil (lbs.) 1.68 2.41 2.32 1.55 2.32 2.13 Weight of Water (lbs.) 0.07 0.14 0.21 0.12 0.28 0.30 Moisture Content (%) 4.17% 5.81% 9.05% 7.74% 12.07% 14.08% 006p 9102-04i Jason Peterson 3/21/91 0013p Grey Sand Dial Reading 1 Cone Penetrometer Data Dial Reading 2 Dial Reading 3 Average Dial Reading 0 0 W / E G E 4. yi. f j+}}.•. r+ v:.'•: J�vSY;+} g:; y•`;:..>- r: r: - ;', h . + , , `:: ry�� ; +;'.f'.o %.4a�:•'��Y:a.<`, ^ a�cY. 2ti?' a�w:.' �r'. �i; yt','. t F' ti�<; �j.' 4 2 ;^` w >`•i3'�ti }.: { :o:� ?:i. - `$ �':•'• -`i,: "c....ts v�:<.•:>v �-: M� A „ti { \. .:.vvQ i. 'i . a a gi'• 6 �^`u .A!+/t i�w�:A:.:•i'> ^�•: .•: � Client: Boeing Proj. Name: Site Address: Boeing Development Center Weight of Wet Soil + Tare (lbs.) 25.07 25.18 25.88 25.70 Density Data Weight of Wet Soil (lbs.) 10.62 10.73 11.43 11.25 Boeing Cafeteria Standard: ASTM 0 -1557 (Modified Proctor) Proctor Mold Tare 14.45 lbs. , ,Mold Volume 1/13.333 cubic feet Weight of Dry Soil (lbs.) 9.60 9.70 10.40 10.17 Dry Density (pcf) 127.40 129.00 138.66 135.60 Weight of Tare (lbs.) 0.72 0.72 0.72 0.72 Weight of Wet Soil + Tare (lbs.) 3.57 4.04 3.90 3.71 Weight of Wet Soil (lbs.) 2.85 3.32 3.18 2.99 Moisture Content Data Weight of Dry Soil + Tare (lbs.) 3.40 3.87 3.69 3.48 Report No. : Reference Report No. WEC Project No.: Technician: Date: Sample No.: Sampled Location: Weight of Dry Soil (lbs.) 2.68 3.15 2.97 2.76 Weight of Water (lbs.) 0.17 0.17 0.21 0.23 Moisture Content (%) 6.34% 5.40% 7.07% 8.33% 007p 9102 -04i Jason Peterson 3/21/91 007p Boeing Cafeteria Soil Type: Crushed Rock Dial Reading 1 Cone Penetrometer Data Dial Reading 2 Dial Reading 3 Average Dial Reading 0 0 0 0 SST ELEVATMON LOCATION lb FIELD DENSITY DENSITY CENT MOIST- URE LAB CURVE dfl, I6Mog LBS. /CU.FT. WET DRY DRY WT. # / CF. OPTIMUM WATER % 45 80' N.W. of MH. P -1 118.4 97.9 21.4 102.8 23.4 95.2 95% .. ...- -4' 90' N.W. of MH. P -1 116.5 92.3 26.8 102.8 23.4 89.7) 47 •• ..• South storm drain 25' West curb. P -6 129.1 111.9 15.4 110.4 15.9 101.3 " WM Center storm drain 30' west curb. P-1 118.3 99.6 18.8 102.8 23.4 96.8 " rl � .. _.. North storm drain, 25' west curb. P -1 118.3 96.4 23.2 102.8 23.4 93.7 q ° -. CLIENT: Absher Construction PROJECT: Bon Marche Warelxxise ,— ECIRES.S: 1700 South Center Parkway, Tukwila O0!IrRACIOR: CLIENT IN -PLACE DENSITY TEST 1/MI ASZM D -2922 REMARKS: CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN -PLACE DENSITY TEST REPORT NN DENSITY 'TEST METHOD: • DATE: 03 -01 -91 PACE: 1 of 1 PST NO.: T -7707 - REPC RT NO.: 24 or PERMIT NO. 6379 TECHNICIAN: J .Grove ASIM D -698 (D) * DOES NOT CONFORM t:YL.NO. LAB.NO. DATE TESTED * AGE' - -- WEIGHT DIMENSIONS'�'�'4PS 6'x12" / �r - -- - -- -- - -- - -- * - -- -- 11 * / . / / ------- *--------., ( V A i k CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. CLIENT: Absher Construction PROJECT: Bon Marche' Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT FORMS INSPECTED: REMARKS: Inspection inspection LOCATION SAMPLED: CONCRETE TEMP. NO.SPEC.CAST: REMARKS Yes. 60 °F -3- (CMTL, INC.) A Division cf Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONeKETE PLACEMENT of forms was found to be in accordance with plans. Reinforcement not required. METHOD OF PLACEMENT:: Chute METHOD OF CONSOLIDATION: Walking CONCRETE SUPPLIER: STONEWAY CONCRETE LOCATION OF PLACEMENT: Side of street at front of property. Approximately thirty three yards into placement at approximately center of run. (yellow molds) SI f' 2 DATE OF INSPECTION: 03 29 - 91 PROJECT NO.: T -7707 REPORT NO.: 33 PERMIT /(0NTRPCT NO.: 6379 INSPECTOR: C.Thorogood REBAR INSPECTED: N/A NO. OF YARDS PLACED: MIX DATA: CLASS "B" CEMENT: N/A S(S. TYPE: I -II MAX. SIZE AIL: 7/8" SLUMP: 51" ' AIR: N/A ADMIXTURE: AEA AMOUNT: 3/4 ozs /yd. AIR TEMP.: 45 °F WEATHER: TIME SAMPLED: 10:40 TRUCK NO.: DESIGN STRENGTH: "Set destroyed in field. Inspec Ion • Soil Testing • Co .rete Te tng •• Asphalt Testing • Site Investig inn • Concrete and Asphalt Coring Cloudy 337 3000 P5 CYL.NO. 13a LAB.NO. 1 -1354 DATE TESTED 04 -05 -91 AGE 7 WEIGHT N/A DIMENSIONS PSI 6 "x12" .. 3785 13b 1 -1355 04 -26 -91 28 " " 13c 1 -1356 n 28 " " CONS1 ;ICTION MATERIALS TEST IG LABORATORIES, INC. CLIENT: Absher Construction PROJECT: Bon Marche' Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT FORMS INSPECTED: , Yes. REMARKS: Inspection of forms and reinforcement with the lobsite plans. METHOD OF PLACEMENT:: pump METHOD OF CONSOLIDATION: Vibrator CONCRETE SUPPLIER:' LOCATION OF PLACEMENT: LOCATION SAMPLED: CONCRETE TEMP. NO.SPEC.CAST: REMARKS: FLYASH (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT STONEWAY CONCRETE MIX DATA: 4000# CEMENT: 5 SKS. TYPE: I -II MAX. SIZE AEG.: ADMIXTURE: DARASET Closure strips slab on interior of east wall. Approximately thirty five yards into placement at 25 and 'M" Line. 7/8" 68 °F AIR TEMP.: 40 °F - TIME SAMPLED: 8 :38 steel APR 1 1 199 l CITY OF TUKWI PLANNING DEP 1 DATE OF INSPECTION: 03 - 29 - 91 PROJECT NO.: REPORT NO.: PERMIT /CONTRACT NO.: INSPECTOR: REBAR INSPECTED: Yes. were found to be in accordance NO. OF YARDS PLACED: 50 yds. SLUMP: 4 AMOUNT: 1/2 oz /yd. 80 lbs. /yd. WEATHER: TRUCK NO.: DESIGN STRENGTH: Inspection • Soil Testing • CoC' •ate Testing • Asphalt Testing • Site Investigr °.n • Concrete and Asphalt Coring T -7707 33 6379 C . Thorogood AIR: . N/A Cloudy 335 4000 PS CONSTRICTION MATERIALS TESTING LABORATORIES, INC. CLIENT: Absher Construction PROJECT: Bon Marche' Warehouse ADDRESS: 1,700 South Center Parkway, .Tukwila CONTRACTOR: CLIENT I arrived at the jobsite to conduct soils inspection and testing. Soils inspection and testing were retests for previously failed tests #46 and #49. Retest of #46 was acceptable. The area where test #49 had been per - formed, had be re- excavated and the unacceptable material "wasted ". Pit run was broughout`in and compacted. This test is now acceptable. No testing was conducted on the subgrade area for the re- paving as this work (compaction /grading) was not yet complete. In addition, the cylinders for work in the new addition were pickup and returned to the lab for testing, but the cylinders cast for the street side - walk were destroyed in the field by vandals. The fresh concrete in the sidewalk was also defaced presumably by the same vandals. Weather': 50 ° F @ 9 :30 a•m. Inspection • Soil Testing • Con e Testing (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Asphalt Testing • Site lnvestigat DATE OF INSPECTION: 04 -01 -91 REPORT NO.: 36 CONTRACT or 6379 PERMIT NO.: PROJECT NO.: T -7707 Inspector: C . Thorogood • Concrr and Asphalt Coring i7' Weather: DD /fm N/A CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT CLIENT:. Absher Construction DATE OF INSPECTION: 04 -05 -91 PROJECT: Bon Marche' Warehouse REPORT NO.: 37 CONTRACT or 6 379 ADDRESS: 1700 South Center Parkway, Tukwila PERMIT NO.: CONTRACTOR: CLIENT . PROJECT NO.: T - 7707 The purpose of this report is' to further clarify my ,inspection of welds made using Gr.60 reinforcing steel bar. At the time of my initial inspection I questioned the use of rebar period let alone grade 60 rebar, with. the main reason being that E7018 electrodes would have to be used where as if ASTM A -36 dowel material had been used E6010 electrodes could have been used. Drawing S -4 detail 7 specified the use of rebar to make these concrete panel to panel connections. No mention was made of the type of. grade. AWS D.1.4 -79 gives details for rebar welding direct and indirect splices. In my opinion no aspect of this code applies to these welds. AWS D1 -1 -90 general requirements would apply. Welder qualification workmanship electrode control etc. D1 -4 pa- ragraph 5.1 -2 allows for a lesser strength electrodes to be used. Per table 5.1 the lowest allowed is E70XX. Mentioned was made of the unknown carbon content of the grade 60 rebar table 5.2 note 3 states where the C.C. is unknown it is assumed to be .75. Because the embed plates were in concrete that the rebar was welded to preheat requirements could not be met no matter to carbon content. Inspector: D.Dow (AWSQC- 186060171. Inspection • Soil Testing • Con ,� Testing ^sphalt Testing • Site Investiga .• Concret• id Asphalt Coring Client: BEC &E Address Attn: Inspections Performed Materiels Inspected: Concrete Restoel Masonry Grout Other Soil QUAl17Y ASSURANCE' REPORT Approved Plane on Site?: Auger Cast Piles Yes No Other P.O. Box 3707 MS /4H -07 Seattle. WA 98124 Karl Olson Specific Location: Elev.: Grid: Power crossing from 999 bldg. 9Cih16i1 '.0 Req. Str. Quan. PI.: Sample Size: "X No. of Samples Cast: On site to evaluate native soils for suitability as Weather: Rain, Showers CyI. No. 1 Bldg. Off. 1 Owner 1 Arch. Date Tested psi at CY Age Da s Arens Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls days. Cylinders Cubes backfill. Soil is fine silty Boil with oocassional organics. Soil might achieve 95% if moisture content can be controlled. Soil is very moisture sensitive & informed electrical sub contractors it might be difficult to com act es • eciall if wet. Air Temp. 50 Total Load (Ibs.) ft. MOMS' pe S' Report No. : WEC Project No.: Inspector: r e tie iii t:i;:3 :::f., {, ?:::: is J >:.. '.. { it *r s f tttrlt5cftlt#tt f . ; ! i A! MM {{ i �'•� .. .:. ........ :.... A: M 'Mw.wwrwr.ww• < i4: <Y•ii:.. :iW:M. i r0,,..•,:'t; 4*. 2• .: i$:$:i :: :;6a: .1/ x R:: .. :;,5:.. s: �rv..•r. �: .'�,5i., ... �{�t��r}),f : ,• or:?. S o- r rS:•! o- r.::• : <.'.'•:;:'::.,: {;��i / „ / / ..::.... xo? {%r�” c. � c/ f $elf(fOtCing: � torn'irtica 'afv •xtitripf�� ! QenoUtn;1.n>�p.. ryr{ y {r$! ; ?' %:4!.. • �' : %i %lip �� / „ja a� •' %�%> #Y ... ... ....�'��y ✓ ��,�� , y� % /:' f1, c `u:. Date: Proj. Name; Site Address: Permit No.: Ofottr it oh. ;Cs1'dt%Q t!l�ti$t n i.. Compressive Strensth (•si) ENGINEERING ^ .0.20 84th ![v,.. K •:i1 n iiO f;) ;372-94': 006s 9102 -04i Jolt Rabe 4/2/91 Boeing Carletorio East Marginal Way West of 9-08 bldg. 6498 ..�. :� .:. -- "•- •. [ii5,`f5•'y,`•�••, {i�..�,rryr•/ y :.•:: :, yr �.::iF:•; :.:, :.• ( fi.: { f "% f,. r: :4: {,. /: l.i,r: �frf < .' , .' t r•{i:! : : t v?; r ' s . r' 15(J A[1lUtQ tfl�bt ii;t' rxy t . :. f o?':{3 ;c£.. r'�x 3 v)y`. frif 'r;' %: :: y.;• 7�/ •s»'�Y/�S�a�,fi2,sxss:{;�:, ' . �• c� ' �1 •,i; <` ;:,,.r %:{.t: ✓./ ' ±;,:::)'?l ' :'/>3::•� i?sr, ?.cl!iA OfH i5f4; rlr: �s,>•: o;r•:: #.r .. f ji < ":';'•:sr:•r.'•i •..:r, rI •r {.; ;.'' {• /,,,,�.: :.: All items Inspected are Conforming Non - Conforming to a roved plena ands ecifications. • ».; r: + {.::•:::.:.o-...... r.. d .11S, :3rY..FSr�•k ♦tsS�i, ....:..... Inspe M aneper: Comments Jeff Rabe C. Weever RETAKE Of PREVIOUS DOCUMENT i7' Weather: DD/ fm CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT CLIENT: Absher Construction DATE OF INSPECTION: 04 -05 -91 PROJECT: Bon Marche' Warehouse REPORT NO.: 37 C ONTRACT or 6379 ADDRESS: 1,700 South Center Parkway, •Tukwila PERMIT NO.: CONTRACTOR: CLIENT • PROJECT NO.: T - 7707 The purpose of this report is to further clarify my ,inspection of welds . made using Gr.60 reinforcing steel bar. At the time of my initial inspection I questioned the use of rebar period let alone grade 60 rebar, with the main reason being that E7018 electrodes would have to be used where as if ASTM A -36 dowel material had been used E6010 electrodes could have been used. Drawing S -4 detail 7 specified the use of rebar to make these concrete panel to panel connections. No mention was made of the type of. grade. AWS D.1.4 -79 gives details for rebar welding direct and indirect splices. In my opinion no aspect of this code applies to these welds. AWS D1 -1 -90 general requirements would apply. Welder qualification workmanship electrode control etc. D1 -4 pa- ragraph 5.1 -2 allows for a lesser strength electrodes to be used. Per table 5.1 the lowest allowed is E70XX. Mentioned was made of the unknown carbon content of the grade 60 rebar table 5.2 note 3 states where the C.C. is unknown it is assumed to be .75. Because the embed plates were in concrete that the rebar was welded to preheat requirements could not be met no matter to carbon content. N/A Inspector: D.Dow (AWSQC - 186060171 Inspection • Soil Testing • Con ; Testing • ■sphait Testing • Site Investiga • Concret• ld Asphalt Coring w E E Client: BEC &E Address Attn: Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Soil Seattle, WA 98124 Approved Plans on Site ?: P.O. Box 3707 MS /4H - 07 Yes © No Specific Location: Elev.: Grid: Power crossing from 999 bldg. Req. Str. Quan. PI.: Sample Size: e x No. of Samples Cast: r Ramer On site to evaluate native soils for suitability as backfill. Soil Is fine silty soil with oocassional organics. Soil might achieve 95% if moisture content can be controlled. Soil Is very moisture sensitive & informed electrical sub contractors it might be difficult to compact, especially if wet. Weather: 1 Bldg. Oft. 1 Owner 1 Arch. Rain, Showers 1 Engineer 1 Contractor 1 Other Inspections Performe d psi at CY Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cost Piles Other QUALITY ASSURANCE REPORT'':;;: ft days. Cylinders Cubes Air Temp. 50 Report No. : WEC Project No.: Inspector: Date: Proj. Narno: Site Address: Permit No.: r dt1 .... to e LNCINt :c_RING 204:'0 841h Av,. Kr,nt, \t'A '•(iO32 1 872 006s 9102.04i Jeff Rabe 4/2/91 Boeing Caffeterii East Marginal Way West of 9 -08 bldg. 8498 %3;7? %`• >% gg iCtd ......:::: jr::•:.>:.:. s..{>;;;::+ s.,: Y:�:,:.. ^.; <: <....>tl . St�eE. r... �:: ��•::..: .....: ................. :............. 0 gj 1lttY( rtOtl.Q All Items inspected are Conforming Non•Conforming Date Tested ..... ........ ..... • Total Load (lbs.) Compressive Streneth (•si) :'•poi'< , .. .. ... .... ".'• ?,r;...: �r'L: %::Siff <Fi::.r}}•:.;i:;ijji.y":} i:r �. }:::{'. {.;�;i ;n� %�5:, ?;:ti Cyl. No. �om �`resafve' 3trerr <fs roved .lens and s.ecifications. ..L +.?�:v. :i•1Y. +L'.:YYiY..... r :; S}'jii' %n: LY, :. ;Y ��:Lv..:: :: : . . •,>, .} /. y!i } } !•:rS::!: : �::::�:.': ?: •Yi:': j:.�!!ti: ?. �;� /.�5:::.'i� Comments •J•4 M: {�5 .... . .: SS :• r y f. +r,�Y Y. ..: ....:::.......,.... S.! 5��. > •?fii�'' ' ..3.k�`T`c:s.L y ?+Gas., 3 X!:n.hC! >Tj.<:Sfir )•Sv.::r..: +::•: � / . pVSiT `, "•,'sSy,> ;.`.y;`:3 ?!:.; 5'Y {o5S "S<� ?: \::: }j;::; }'j. All reports ere considered confidential and are the property Inspector: Jeff Reba of the Client and Wedge Engineering. Reproduction in whole Of in pert without the written permiesion of WEC is forbidden. Manager: C. Weever ...t. :r: f. rr. 4 // (, tttt,w. . .. 1 .J. fr: C4. ix ,,Y:. } '. ' +5y. ;{t { f . ii:wC }'F ;. :... /. +.t 4,,.:t�{:. . :.';.„ .. „. � :l:'+i'{)/J{�. " .:: {S$ ' r !),fS,. .�S''ii �f'%Yriir�i•:•:;.. .f ?�ti:r:. }} + . /l >.} :. : r Y)Y:{ +;:ti f ))•G ; .Jfr {�'�i5'Sr �+44 /!ti.' +Y {Yn > v��r.� � {'!� ' ?4 t 4 ' 31 -' i•:5�'f'r� 4� +� '' r �,[ t' } �ls ,( i f �J -l " ,W,,• . '•'''. ( ... . Vi > � .i . � '' }• Ff:% t ar }tYY'.'P... �..PYY:�}'�'NINM'11 /F:.n M li ,� {1l irf�ry�� Vf. �� , : l�.wOA�GY,... � I._ � S Cli BEC &E ' Report No.: 008q Proj Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: 8498 Date: 4/8/91 :• :•:::•r: r. .+, . •:.v:.S . fi. f nr : : + .:.:.n.• :..,.,:..... ..: .. i4 /•::.r:: ., . : :f / .rr ;.; f f,, , . : f l , rd'.}4{4r 4%' / }.y,.i vr; { {t: f,•Y r y %!�,{!' :f . <rkr fi3: f (Z : .: lft :.�. �;:::< f� .:.: +.�;t +.::s.:..r.::.::.. «: uati { Clsntrot:: � Proj. Name: raiirtiaa 9 -12 building/Waterfront Park . • . .:,. .. • . . .:.:•.: Y.:, n :•n?:•fr....2.{:/.'Y.r2'?! %•�4: 1:;: } }Y,Yii' S:y:' } :} y:v.: i:i 3... fy ,ii +. :J: . ?'ff.!!.•.v1 vr. %/: F .v: ...v• i {:: ^!i ,.4: ... ..,. r., . : . /..; 4 . ,; adtiwta . ead �tft�.:. ; Contractors were overexcavatinp footing lines at East and North sides to a depth of approximately 3 1/2 to 4' where grey cis e silt was encountered. The footin r excavation was then bockfilled in a. . rox. 8" (loose thicknese). Lateral extension of baokfill was maintained at 1/2 horizontal to vertical or wider. Eleetrioal contractors were baokfilling trench from 999 building tieing blank sand excavated from cafeteria footing line. Results to follow • rootor anal . is. 85% oom • eotion re • uired since work is In • lantin • area. �O .{'•Y :t 7 } %•% V J'r: : i )' R.iY'l. % j {. {'ii'ii } T,: S:S }:::fv:•:i {::; }`: ': ; i •:5:4 : i i : : •pp '` i1 {".. .. , 4 .' 4�.. > >:iM: r.iS •. J%:r,5�:}"1. h� . . : :T t . .; ,�.;} :.{}::. . {!Y .Y�ij } S � �+p. >Y.:f•S�•(�(■ �¢ "f. %/�'y�y� J�} •�' �'j,� (� n%�(M•,�j . f.. i.• f. 4Y: �: �X�: fH' {N):.:A'��:<if.::::.Y.:.... :!+ f. 4'. {.y}'.{•'F.•'f. +�:f •Y %��$r.:.•: �i $ F r.r } .:... .. ...: h; k3 �t. if.::}. 1; �f4MT• �1, �T1: �I, Mi. tr�Yl�. �T�� a:':' �11�` FRHYTr {f�Y'r ................... .......� ................,..��_a.. -. �....., ... .., ....:.. ,.......,� .. Tests were taken with Nuclear Deneometer. Results are on 012e for cafeteria building and will follow for electrical trench. .v .. .. •: ••:r rr : ..: ....::•:':: v:: .:r::v::.v:::::r:r:.:::::•:: ..;..>.: x: ': :.: i s {... , :. ..: n . {.. . {+: K . }: n: n' i {f { :':� {,. '''' .i :fiKff:'{i' ?ii'^ Y: ffff: fffr` S {'^ijf•iSf`S?'C:�ijf:if.••: {ifi `iak). {:fh <f "' Y,a. f• �:. ; rY• { . . ? •::.: }; !.:: l . .n {::.;•:. };4Y• ? > {. r }Y�• ? �;. r . ; "`Y . ?..'' iS.r {, r., )..: ..: < {.Y.•r. :•:r,:: ? +:•.,•. }::: ::w)..Y...:..:..7 ar�.. • .. . .�Dv� t ... :.P +'!%�4G :. i�,Y.• x•;Y53^ 2) }• r:r`.:'. YYY.:.: i.;::•`..,•., ...r ... :.... "C`' \+r:hYriYF� '�C: .i fn';, Y.'::.t< } �k }��), FPi• 1'.• Ah)> SZ1 .�.<!i: %: {Y {!•/.ryirf+.Rellt� R{t:�SJ•Kn�v`G47}'h.r . l .;M,`r, >. " .4t.�,Y�y?.} T SS � ''{'i.i:t'i::ff: }:ii:>i:� �i }:: :•: :................ . .... A water main was encountered & broken at the North footing, water flooded this trench before It was bockfilled. Contractors • Iaoed im • ort in trench as a dike to • revant floodlit! of East footin f i. a a.. ears to run dia a onall fro, SE corner to just East of NW corner at about 2' below existing. ) ��nt Final conformance subject to prootor of black sand for electrical trenoh. . , e - ---rG D PT All items inspected are COG Representative: Jeff Rabe Conforming X Non - Conforming gli Manager: C. Weaver t! to approved plane end specifications. All report/ are considered confidential and are the p opony of the Client and Wedge Engineering Corporation. Reproduction In whole or in prat without the written permission of WEC fe fixbidden. ENGINEERING 20420 84th Ave, S., Kant, WA 98032 (206) 872-9451 FAX (206) 872 -9454 :� ,:.:.. r.. :.vri!i!,;: }i:::: ::::;::::� ;ii: }: i::S > }:S•i :: r::i .Y:i:::: } }::}: };:::::f :f:f::i: } }f } :.'"I''.?:::. .... ::: }.; {:..•;'..} }: {: :;ir:i::!: {. •::: } }} .}:••: } :¢.. ::r..�:J. .. . {.., yr,. . :! /.:vY .: .T }.,n v:.Y ,., . :Aw:; r•r�,•m; } { .. ..n rr J ... ::: i:i,. r f A. f } t r ;:fh:• . r /•: f {' 4; :� YYqq bb �( +r� q J { J w / .. rY t:k• l.'L}:r:i'• r•.S:•n., :' } j -0 'JUh •:•iF ?vif'iS:i�v�i:v::�j'vr <'{. r :...•r�:.n:. :Ji.rr.J+ . 'f r / .F, T. .'{r. ::.: 1r../!n ...�... }•' r }• /:v' A.�iM'fF. f7Ff' r r. r :•Y }: {:::f�``. r: / •{. r`r`Y :: /..(. F.....:,.,....J{. rY>Y4. •$. �r. ��f:•S. A .hrriS •f � ,'lfiifh /}Yr:�rS .. rr� } r r.Y ». r. lh �i�n•fi :ri.��•rv} %::! : �n } %{ ::,. ; r ?•�:S•p f• ... r• r .....................:.. h.' lr` �.. S.. S... f://.n...!!{. QS•. v::l �: x. n.... n.. �. hIY./........../... C.: C.. :::: . h/. f.. S./... u r Af .n.f lr:n f S:: .v, :w . J::f . : : ; ' i! Si IY {�:i�f,•:'f,. { f.SSYF. ; : Client: BEC &E WEC Projeot No.: 9102 -041 r Address P.O. Box 3707 MS /4H -07 Report No. : 012s Seattle, WA 98124 Inspector: Jeff Rabe Attn: Karl Olson Date: 4/8/91 . .... ..:.•: :..r:..: }.::n.... :<Wedai het;;s:: > < >:;> :«:s<' >� >: >� >�: >:!>:s:;: Pro j. Name: m Boeing Cafeteria Weather: Overcast Air Temp.: 45 F Site Address: Cafeteria 9 -12 building/ Waterfront Park ! ;;IM i i':>#%>:; ::'• >: >: >: > >;z » %�:<......r..... ' fo "''.:Pei ': r:::: eii :':;:< >:z >g<g m>':s %< >:Ei Permit No.: ..6498 Areas Inspected: }••:f;`•: }i:•Y'iiM "•.: .y : : }•' •:i'rNf.::fr:f: •.? i:3::''iF} f . r:.f:.••r.:. rr} {. {f n:!. :;..X:.i:.:,•fT.i:•::: ..<.,:J: r,,..r,:.x.. iir;:.:i: }f, .. :riirei'r'► end:; �'<>;>>;<:< � ;:<:::;::<::::�f:: :< <:f; ?:: �: >::: ;;: Continuous Footings Spread Footings Slab on Grade X Auger Cast Piles Driven Piles :i.`.: .% Ref. Modified Proctor Report No.: 005p X Other Maximum Dry Density: 126 pcf Approved Plans on Site ?: S ooifio Location: Grid Line East footing . Optimum Moisture: 96 Yes X No :f.i Required Compaction: 95 % Elev. ft. .rr ::n.: { r., .Y {•f•} <;�' :' i•+r . : :rt;ir,.: sY:: •: } {:.::iY {'iri?; /f.,!. ?F•w.r ?:ix:. <o3�lsfskrMi::f.�� #:. .,:.�! > > % %ii:r;� %. ,::��:.. { �,i.f.Y <ar: :f:: >� >�:�s.:F }Fn.� •:;!�::';x< ?: >::Y:rr Type: Type: Describe: Cafeteria Building S /N: S /N: Calib.: Calib,: S . r SJT3• r. / /::.r....Jr . , •r..::.!.T .. + {•,: r. i... { x ; •,. ?: l r r, : +•... , x . i . r .. ,. ,r» ..{rfrr!.••: r.: v: .... ,: , te ..;:n,. },.r} T: i,.ifn:., ?•Tf.h.•; �.: n :.::.......:.. r.... nx .r...,O..:,.J;::},.,.r...:f.:, +r.. ,}.{:S r,:. . ..........:n.r } ...!:: r . ? «.,!.. :. r...... , S h r ., ., :.... r •. .n3,; • }:. n ri::....... . n. h: is J}:• }:: F::i %L { ^ }?'f:• :: iY ..::... n•.3F.: ri»4•n � � Vtb :: Y.: v,;!.✓.+../,.: xi,+.,; �. y: r: n.: i.: nrn., h` 5 :::.�::!..: »f�..}:::::::•r. . .: : }i:::::: :::: { }: S;i {::.{:. �::: x .: ::. �. rna.lnd:.�t .. tiled..................... •.,...::.....,•......,,........ Sample Number Location Soil Type Tests Required Depth A Stock Ile Bleck Sand Proctor to. 3' B Stock•lle Grevell brown Sand Verif to revious roctor na . . .. ,r,. ,. : r ..r h}.SI.J. .. r. .: . .. .. ,... .................:.... ':,: %J'1': h' ; . 1'I,Yl.',:VL. K1::� <r :} .. f. .. r.. r !... :. .n...,• .. . .. �: .r /r.,n,. ... .... r:....r.+l.•r.. r..:. : . J... .... frf... r: :{;•...r.....:.. . }......... ... ............ , /l. ".1 J.11,l1 'J.'Al';'R /.11:4; .. .5..1!. r .. : �: r.. r::. rf.. r... r ..:., n„ r...... r....... ....1C::..1!.r.,•.F.�r/.•%}.?•. �:: s.•:::::)ff/ • ?....r:frr. 4 " RJI: ' . :;.:.,.v!r.••::: ? ?: `•:'r'4'i }�:::. . ..r ..... :. r. .. :. :... / n. iii•.: :. .. • } ?{::: {•: {{..:•i;: : {:: n v:!r,•.,•.! %!:':: }. >.:::::. !.. .?:: ? {.:r:::•:r:!k.{ : .:: ::.: ...,... r!.,...:Y••:w +'. '. :. '"' }• :::.: .:.:::.� ::::. }:.Y }:., :.::•:Y;::•Y:Y;:•:.: 5 .. .. ...:......:.............., .... r.u.:r. : rl rr :C:;{ +ni;r{:Sn .:,... n.. rN ... ,YlA11F'.'11.'ll 2r.........:..:.............: r....................:.........r..............r.:.... :.+.::?!:. }::n;::,r.>...;;;.r.: ^::.rr.ry}; ,vr.; ..n..r::: •n!vf.4.' :: x. . ..,:.� :.................:. ?. v:n:: {•:. a/ /. r .. .....r.........f...r.....f..... ,. /4 . 1 ' ,' K .+ri:: !:: %4iknv }i'). +:T:::•n,?T + }.! ::: :::.:. �::::: r...:..:.rv.Y.:n �:. r........:.....rx:,. r:. rrr . 4l .'. ... : f. r. r ..,r .. ..t. r•, .:r{S >� ^: ii i::: I .SY.Fli:1??�iti . ?: . : ::::::::::n•: }:. » } n!v, ..::::: ....: .: ;:.: r f r....... ':.�:::: ? ?; ii; 4Y.•i:J }i: }:}:l:• } • }:ti!:i }:Li } ... . ..... ..... �. ................. :;? C::• if!?•}::.':.T}::•T}: J}:. YYY.;:.•}'!•:;.} '. }i }}:!:•i':'•i>x4 }: }i:!.} }'•} YY': .......: ..........:......: ...:.:.:................: .. ........................ ....., ..................,....r 3SCti� ., A tli .t� .......r,::................ .... . ..:...:...... . . ...... Location Nudes Donsometer Cone Penetrometer Depth Accept/ Reject Elev. Density (pot) M/C (%) Comp. (%) Dial Reading Bearing (pef) 25'N SE corn -3' ..126.9 ..6.7 ..100 75'N SE corn -3' ..127.2 ..6.8 ..100 45'N SE corn -2'.5 ..119.1 ..8.3 ..95 25'N SE corn -2'.5 ..120.1 ..8.2 ..95 20'N SE corn B.F. ..121.3 ..6.3 ..98 Approx Center B.F. ..123.1 ..5.8 ..98 20'S NE corn B.F. ..127.3 ..5.7 ..100 B.F. v Bottom of Footing corn= corner ..:.::: ; ?. ... .,:: w:: n•.::.:: : !....: !.,T >: ?�:bi }i: .. } >:::5< ?{r'{N'i ?:: n:. \.:Mr,•r S.Tv: :..x .... f Sf:::.......... .::.: :.:.::::::::: .. r. :.; . T :.: :::.'; ;:. . , n. ,. . {•:.n•nv»::: h•: :::'n.rr: } ... ... a :.: nv !: n•:: �: .: :::tv::: .n. »•;:: •:;.� }:. }1 ..:..R marks .............. i } }:.,} .}i}}:??.;:. i::.;};} Y} Y' i:}} Y::;:. Y:i. ; } }•.i::ni: {{iii:.T:;•Y: ?.Y :, L { r+,f::: •n ?v ::• , . . � ::. /.•YYYi }:: } : }Y:i• } } }:'.,. n, } •: :•:n': � :.:_:n•::: }: :. ::::.: >!..}.:::: ! : } <i;�Y . .Conlormanoe. Wo rk :. ? { .!:0::: +{• } }Y }. •: ?: ?• } }i Y: ..:F: :. : Elevation note from original grade approx. 18" to All items inspected are be .laced over existinI grade. Conforming X Non - Conforming 77.7 to approved plans and specifications. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other All reports are considered con idential and are the property Inspector: Jeff Rabe of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Manager: C. Weaver ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 ... •I•:..wie;,:n.'' �� X; :. , I:::� Y:JN K .R ".t .. :Y M N rr: : X ri..X.r. . 1 � : ��: ��• . I•• / � n r.•r. Y >Vy.Y. • nl r, 1 : Client: BEC &E Project Location: P.O. Box 3707 M3/41-1.07 Permit No.; Seattle, WA 98124 6498 4/9/91 Ca a erie -T2 building eter rant ar ' Y.,•. .1,. yr ..... .. .. .H.M., v .....4.1..•.•...1..1 ; ,.,v ; ....:r :rrr.:�...l,.Il:.:n il.;i�;v.,.,,..: � :'.V V1.f . ;:7� vat t �• .:. <.•Y;Yn� w: � i.:�:...r::;: �: ...arid . erWri. .,.:,.:,.11.x. ':::: :. Observed excavation of footings at remainder of North E et & West aides. A. •roxlm tely 1' of pit run was p laced in these footings by and of the day. The NW corner i� pumping moderately to aeveriy, which le probably due to disru of subo rede by bro ken water mein yesterdy a • The rest of the excavation ia,firm and stable at this time, Interior column footin with it run intended for slab eu reds. e Contractors said tho after slab fill was •laced. �t...i :r!..t.:l•:• :::•. I�Y Il.vn:w:n:N:,::o. /.X.N.IIn i.M N �Ii.V:Y.!L!,:X:Y:Vn;X;rtnl� v .I,.It.,Hi: rt..1��.� }' •I Vn. .. y -� .. iin ...•..i i'. . • . ' :.Xnl l, 1. .:. t..t .1 •.,•n• „�1:,Y,;.,.N•I,.N.YI . >:ntn•.t�al ++ :V trol,...'l'�, 'V: e�lt 1 ',: I,•%• 1 Y:• r : ,. i w X .v M f ; .A.X..Ir .. t ..I� N I Y ti 1: 1• �:: �r.•.. :::.1•.�.•.�.��.•�f�tn.,:.::•I �..I..:......:. I .i:r � . "Mv !•., ^; V.,,..., I)) . .. ....I. N•,I Vn.k r.v.,..l.Xnl.l .1 rX t � tMl e�na.. !IY • .E�S�Of a• ... . ... I �.:. .. . nn, 1 ... .. ....I ..r.:..•r. 1. . , LOCATION North Interior oolumn -2' 2nd i,C. from North -2' 3rd P.C. from North -2' 4th I.C. from North .1' 3rd I,C. from N•rth -1' Bth I.C. from orth -2' North footing 20' W of NE corner -3' North footing 20' E of NW corner .3' North footing 20'W of NE corner -2' ELEVATION " '1'`- .. •'"`:• r n + , r A ' { li .. 'CC:: Conformance subject to adequete oompaotion in all areas us noted above. All Items Inspected or Conforming Non- Conforming to approved pl ans an epeolficetlone. Report No. WEC Project No.: Inspector: Date: Pro). Name: were excavated & beokfilled & compacted & were then covered would reexoaveto these footing & reeornpaot DRY DENSITY % MOISTURE & COMPACTION 118.8 CDC Representative: Manager: ENGINEERING 20420 84th Ave. 8., Kent, WA 98032 (200) 872 -9461 FAX (208) 872 -9484 M/•, li MvM MnN. IIX�Y. ,.1,.X. %:,. ,.klN�l� A� >t..lt.:l. 0094 9102-041 Jeff Rabe If unetabie conditions continue In NW owner grading oontraator said he wou_ Id take corrective aotiens_� 7.7 5,5 121.6 8.8 1 8.6 100 123 8.1 98 120 3 9,3 123.4 8.1 120 6.8 1 7 3 5.6 .:nY.,:,• „•.:. V.:n�••1��:l:rn..•.1:.1.: .<. n• 1.. y. Y. Y. vn. 1,.• 1• rt.' y.'•:: .•:ynr.�:X:X::.,..r:,;w.lt••.t. : .':i'n .:l,.X:V.VnYWN.rY: �.;v .n•. ,.:.•;.:.,• • ..: ....:..In•w•n•r.ri. •;.,•.r•r,•r n.: : >I..tl•f:•1. nN•r.•rl•'Y. 1 .... XOlnls ., rl� .. r.vr... . :.n.,.n.l,. .. n.Yn•.,•,,N 1..5.. � I A ...... ,.N•YMe.•nN r:'•:. I,:,t:.Ir.•r,.. jM�i;: �. vi,: r :11.:1•':Y:��:�::��•�r,:1:{I:Vn i.:.n..:::::• "::�::'. r•: ::.4.:�.::.::��. ::.4.ti...l...:r.. ........ .. ._..:.: ..... ....t. .,�...:..,.: .I, ...... .,. ,r,•:...nt ri.��,., 1. rt �1�1�1a�A AI: Vr.in,I k ` � t. .. ... r. r. t .. _ ...... .... .... :. ..:. il Portions of North footing & entire Eaet & South footinoe were placed & oempacted aulokly to protect from approaching afternoon storm, These areas to be recompaated & tested tomorrow mornin M roeurto ra omrld, d OOnfidential rnd ors tM poperty of tho Clisnt and Wetted Erpinautnp Cerpaotlon, Rap/O4060w In what. Of In out without the written purmt.uloo or WIC is forb:d4on, Jeff Re e C. Weever 95 100 96 96 99 95 100 RCCEIVFD CITY OF TUKWILA APR 1Q _ Mahan&DeSalvo CONSULTING ENGINEERS November 26, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -27 (Boeing 9 -12 Cafeteria) Dear 14r. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The engineer of record must review the shop drawings and calculations for all structural components designed by others then send a letter to the City confirming that these drawings and calculations have been reviewed and are compatible with the basic structure. To accommodate this requirement, provide a note in the General Notes stating that the above mentioned procedure will occur. 2. The connections of the braced frame do not conform to Section 2722(g)3. Submit revised design and calculations. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Scerely, Carl Geiger i 6 cc: The Miller /Hull Partnership 911 Western Avenue, Suite 220 Seattle, Washington 98104 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 NOV 2-'1990 MILLER!HULL PAgTKERSHIP RECEIVED CITY OF TUKWItA DEC 1 1 1990 PERMIT CENTER - i [ pgCaMG JAN 1 8 19911 MAHAN & DESALVO, INC. kpff consulting engineers December 3, 1990 Mr. Norm Strong Miller /Hull Partnership 220 Maritime Building 911 Western Avenue Seattle, WA 98104 Subject: Boeing 9 -12 Cafeteria Building Plan Check Comment Responses Dear Norm: We have received the plan check comments from Mahan & DeSalvo Consulting Engineers and our responses are as follows: Structura( Comment #1 We have added a note, identified by a cloud and revision 2 symbol, to Sheet S -1 stating the engineer -of- record will review the shop drawings and calculations for all structural components designed by others, and will send a letter to the City of Tukwila confirming that these drawings and calculations have been reviewed and are in compliance with the basic structural system. This note addition complies with the plan checker's request. Comment #2 Braced frame calculations (see attached Sheets AD -1 through AD -5) have been performed, as requested, to conform with the requirements of UBC Section 2722(8)3. The connection details on Sheet S -6 have been modified, as required, to meet these requirements. The changes are identified by cloud and revision 2 symbols on the drawings. If you have any questions concerning these responses, please give me a call. Sincerely, John Riley, P.E. Design Engineer JR:cs Attachments 90775 1201 third avenue, suite 900, seattie, wa 98101 (206) 622 -5822 fax: 622 -8130 los anaeles oortland mottle kpff consulting engineers seattte washington 1?rcteed From e CcrneeiTon r Conn. r^ poled �G lIr1C CgTe. PF-1 location T C.t 1T I.Ne I I d client r7i 1 let HLf' 1 A d ol P n o� �. , 1`o C414r. by TI-1 dot. II u.I c, 2722 (7 .'. ) checked date Tenc i lc Prrorlglh o f S9rCttr-1 F�A 46 kr1(7.8' sn 1 ' 175 k • FWD 8 Fra ((nag.). 27.1k (por &P 21- � r 1 t) T;; _ ', %/%)(2i)- 692 I Gov ins Oer t�rl r0°sign Weld of Ts 6'`S, 1t T • C 61.3 k --*- rr- c 'it 4 ` wei ti (loth acs bath enJr) vat row - . ?x(42( ` 76.8 k &6(1.7k) N o o ..4(26J • 14.4 k r i -F G `Shea,- on . ?a.ta no 3(70)0, 14,85 k.rt (Weld Al.la �..ab1C) .. 1+J P e.r t Q n e y.( Tr' s t N O l c (C (i 004.-J on s'i' th of A ralf r t 2(42(ran 4,41 In F` 1 �q 4), \T,, *17 }• 6.0( • ?`1 ,8 kr; ( < 76 k.ri)✓ Chec( Sher V • 2C-a • 65 IT 2 64 -4-jib. 4',7Ckri 1 r.. 17.8 Ito" ✓ Moot no. lob no. c/077 kpff 151r Cdnn r -cent, consulting engineers 'eon!' woshInplon i ti) tJ P.0 I q f't ft pojecf T;)c) ("16. Co-Ft'IFr locotton T L 4 I- c w I ellenl nil HuII Art d en CG I G f K:)e4.11fi Weld cf e to t?rn V • 6.51? k (rnax) --. Tr W.2 . I.h II ( 0 n ei ) V _ 14 4 (1. ?2,2(2)( ? 226.4 IZ a . < 7 1 - 1 - 2 (Are 20 (vrc e w/ % „x4" v4 to and V. (p tio�vl) 2:0 lonc welt/ fin Ion,. Conn. 4 0 We Iof of TS64S - to It ' ti K4 "I 'Fillet Noll-, f ole. t^ ,f kerb . 1 n J.") -- Ste C. ' f r cte(I ,1n. N oli' Vet L a o cL Cc r c r rl t I�Q,reJ oh i eerer'1 ( brace .rice . (S'H' Ilf v) and horcz Tao 'rem loonrnt Dadra �n ftatort kr-ace Aar. (7 : 8 H : 14 dot I l " I d checked dote (i) r. = 27.8 kri (per Cet,n. ` 1) (< 24.0 Er 1) ell; Check Sh r4- I ` � v ) I ?( ) • 8.7? kr; wel sheet no. AO -2 lob no. r,, • .c5(,70• 17,e kri ✓ kpff consulting engineers seattle washington ( r. Co nn 'r rit: / 2 . ,„A ; .0) Tr 1. 4 we cl re. (1.0erk 2(4162,16.??)(1.0)(as) 10 k c .?`? (ATtc )(IK) 2(52(6X1.77)(277) 74,1 d? PArilt rer Wokoct o P .& C fo t or tel location 71.4-cw;lci client r icor '1 tl e Givn C ei r 7 kr 0 a I. 7g 2- x g 2,..-1126 1 ;4 4 5, 1.9.0' In 6n1) r, t ,„ TH12 dale t chockgid date riaei) al orl Col. (%4 11 C. C 41 1 / osa (Ac Table yrx re C entr I L o0 clr O1i Vs./c I ti r 0 urn ;1) Cn; Tr s4,44 e Wel (6etin sritiet) or.) 1 21 4— 8 727SU ?27 „r • v OreS) • .4„c bare r.• .4(7)(.7q) 28,g (Tr; 1 sheet no. AO lab no. 9O77s (>7A IT) 442 IT:" <1/.8 1-re;) e? Oe W etwn. Col: .0 Rare ; 6- 4: j t; • V 1 , 2(14.42( 26,7V(4) VC; Iv (1. 65,,C kpff consulting engineers sealllo washlnolon pro)eet k O P I'r1 q CQFP�P rt at locallon Tu k w ( a b H date I V ) client 1' s 1( ler. • F -f LA 1 1 A *1 6 1 e rl .l t.., m fiv ea (c ch.ckd dot. sheet no. A0 lob no. 1O77 F: . C..Crinr•- cetnl ) C4') ID 4.1 /n Anchor 0 T,,, (.36.17(6S.S)v q2,7 k • (.7(1.1)(2 272 k Tb- 4 • 7/ `#' W/ ~ . 1x11 u -p-t- (6'a -4:0 0) ( see oflo t h e d oarfp.4t Shy': AD•S) lr� tP • ( v 4 —4 r/a F', Conn. 1 �Trta+c` 7271 (t3rn.- ki(, C4 Si+.S?C)2( z ---s• Tr •W16 K S Ccnrt. v 1.6 k • CO 4 - .l ib N 't A• ?25 F f3o 11 A rs wn e I-, ac* w/ eccerttrtcif fia bolt (lrle C • ?.87 Pe r AI'S Talc (c XI •' F I°wll.w• 2.8?(to.2) .28. ( • s C' 16 I lI.M. 28.9 4.60. ?) x (2 ' (tii) 5 1 6 .12 ` -F1 I I .er vvr. l d.r • o. S a• 0.7.5 •,71.2 per AY'S"c Ta4.tc x 170 ??.7 I?, O6 k :; z0* kri * ( 46 (12-4) r ' (T er4c11 -1 { 'F r Gra.drN LocrCf �C iGr' 261.7 ?)(121(5)(7112) v 113 . k (>7 7.6 k) 1 S'f"ar,�larol w16K F3oI't'pd 13 rr,. Conn . O,K. 1/19/90 Anchor Mark: Concrete Properties: Steel Bolt Properties: Anchor Bolt Criteria: Conc. Edge Distance: Ultimate Loads: !RESULTS: ! ANCHOR BOLT ANALYSIS SPREADSHEET — SHEAR & TENSION !BOEING B.F. f�c = k= Phi(c) M u = Ft = Fy = Phi(s) _ Dh = .No. of Rows = No. of Cols. _ Row Spacing = Col. Spacing = Embed. L Bolt Diameter = CL to Top = CL to Bottom = CL to Left = CL to Right = Conc. Height = Pu = Vu = Tensile Strength; Pc = Ps • Shear Strength: Interaction Ratios: Ao = Ces = Vc = Vs = (BASED ON PCI DESIGN HANDBOOK - 3RD EDITION) EJe‘tcp k botrr ` ! u( (dada (1 r1Je of Col.) ksi (1.00 - Normal Wt., 0.85 -Sand L.W., it (Shear) tai(Shear Friction Coeff.) ksi (Ultimate Tensile Strength) ksi (0.9*Ft Typically) (Tension) in. (Head Diameter) Total No. of Bolts ;%`! .< (x 2 2 Anchor Bolt Area �,iT��gin'2 fiiri > <# i ' Whips (Tensile) (x kips (shear) ($2,7 ' 670.3 in. "2 (Single Shear Cones) 1.00 ( Total Reduction Factor) Ao = 424.0 in.'2 (Stud Group Pullout Surfaces) Case #: 1 (Governs) 78.96 58.32 44.69 48.60 Conc: Steel: kips (Conc. Allow.) kips (Steel Allow.) kips (Conc. Allow.) kips (Steel Allow.) ANCHOR.XLS 0.75 -All L.N.) De (Top) = 17.25 in. De (Gott.) 54.75 in. De (Left) = 30.75 in. De (Right) 30.75 in. _11 Mahan &DeSalvo CONSULTING ENGINEERS November 26, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -27 (Boeing 9-12 Cafeteria) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The engineer of record must review the shop drawings and calculations for all structural components designed by others then send a letter to the City confirming that these drawings and calculations have been reviewed and are compatible with the basic structure. To accommodate this requirement, provide a note in the General Notes stating that the above mentioned procedure will occur. 2. The connections of the braced frame do not conform to Section 2722(g)3. Submit revised design and calculations. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. cerely, fra 7 6 Carl Geiger CAG:1 cc: The Miller /Hull Partnership 911 Western Avenue, Suite 220 Seattle, Washington 98104 ggig,VEg JAN 1 8 1991) MAHAN & DESALVO, INC. t n r--7 n n NOV 2 r, 1990 MILLER /HULL PARTNERSHIP 1411 Fourth Avenue Bldg. Seattle, Washington 90101 (206) 6248150 RECEIVED CITY OF TUKWILA DEC 1 1 1990 PERMIT CENTER kpff consulting engineers December 3, 1990 Mr. Norm Strong Miller /Hull Partnership 220 Maritime Building 911 Western Avenue Seattle, WA 98104 Subject: Boeing 9 -12 Cafeteria Building Plan Check Comment Responses Dear Norm: We have received the plan check comments from Mahan & DeSalvo Consulting Engineers and our responses are as follows: If you have any questions concerning these responses, please give me a call. Sincerely, Structural Comment #1 We have added a note, identified by a cloud and revision 2 symbol, to Sheet S -1 stating the engineer -of- record will review the shop drawings and calculations for all structural components designed by others, and will send a letter to the City of Tukwila confirming that these drawings and calculations have been reviewed and are in compliance with the basic structural system. This note addition complies with the plan checker's request. Comment #2 Braced frame calculations (see attached Sheets AD -1 through AD -5) have been performed, as requested, to conform with the requirements of UBC Section 2722(g)3. The connection details on Sheet S -6 have been modified, as required, to meet these requirements. The changes are identified by cloud and revision 2 symbols on the drawings. John Riley, P.E. Design Engineer JR:cs Attachments 90775 1201 third avenue, suite 900, seattle, wa 98101 (206) 622 -5822 fax: 622 -8130 Ine nnrrelee . rsnr#lrinrl corrlile, kpff consulting engineers :eon's washlnplon � t inc pa!•er CqTt P r-l�' localton 1 4 k w i 1 d cllsnl I III Ier"' NuI' A J erie1,,,, t C ale . by r I date 1 1" 9 checked date sheet no. lob no. g077 I'ro ed I rdm e Cenneet or"t r Conn, .27 IOos'ir, -r 61'. 3 k (Pc, U. e C, 2722 (iV F. �lJ ' T e nc J c S l ronth oT e'rGein T;= F; ^ - 46 ksi(7.8R (i;2 ?(R - / rjrr c ) I74,d • . 8 • Fb l M G,C., • 2 ?. I T; _ 704 )(2.? ) 64.? k Govern,. Qer lq�l woIor of tt --'- Tr (4 q '4' weld (both el cr"t - h en cl.r Veti taw ° .11 (I .' ?)(4)(4)(`1') • 74.8 I - y 67.7 k) . N oto .4( / • 14.4 k r i -�— newt-al? `J (haw On Rote newt • 6,01 01 119 .?(7c9( 14,85 k s t (Wel d A I (ov.r a61 e-) 1-1 Pe.rin L Tr-‘ s /8 e (; gcaeol or, S't'ren"1f1 of orate 1 /V r P 3o>j(%) k (po er2Fo 2 0 C r� \r, 177 r 2I, kr: ( <74 hJ;)✓ ', 011) Chcci-e Sh ear- V ` ( G6 N 65.3 �- . • 14 • 4 nFcri ; F., • .SS'X/' IR,F3 1-c4 ✓ kpff consulting engineers seatll. wattling Ion C e ry e ., ee-1 ) c) i I.) rJPfl protect 1; t« CoTe1 P r1 Ct 1141`cw;IeA Location client I 1 i 11 r - H u 11 ,o.a fia cc Oesln We Id cf It to Ia rel 65.E k (r^ax> —>* T� �� ~ I we. (loo ricjof " al 1 � .`I�I.�� <�1�� %�� ? = ().4 I-t (rr Gs. 3 t-e2 See r " N (Ate - g4 2 ' ' Ivr It w/ s4 w et Jr "I'a -',,h r anJ 4 rrd ar, s 2'o l onc weld fia Iorn. Cann. *® v,/,14 of rr � -re ft 14. ti ti 4 " I co -Fi !let (la cc - f; ae. I° cl°h . n J,) Conti. for cler% r . Nare \r1" L6001 CcrnIOcrWhf I barrel on eteereet Iorccc r(Gr c (C (4 and horm. I 00 ct l oonertt badeel cl cit. e kr-a rlar (7 H :I4 V.) dot. 11' checked dole Meet no. AO -2 lob no. 5077S ( i) F 21.8 ('Ctl (prr •cnn. ' t) (< 74.a Ire) ✓ CO Check h ac-4) - F'„�� • 12(476) • 8. ?. kri kpff K• x (iV Tr d? pat 12n . Rare project O ptnc j C�f et'p r tq location ellent in I 1 ler - Hu l l consulting engineers sootll• washInglon 63,E Cori;; -co ne ) (c? P -rIr Weitz G ..I ' fiG iCG.l,. /I fe Adelendt.in t"a CAIer. Try ' i- 1'Id we1. (both ride)) r 6C.S k It = 6 /1 * a, s -t-- a ' i 2 G,S6 . ess (ATSC Table XrX rcctntrte L. too on Meld Grei Vcil lo 2(41(1211. ? ?2(I.0)(,PSS)= I GR k ( k) 4 46~x 6" weld' (6" riol al cr.) 0 a ' 1. 7S 'f` g _ _,�" c , . '?? (AY'sc r,A le ,c z C) .t vall•w 1 2( 2 eX1. ?P1( .7 1) • ? , I fT 2- 1 �2 V 2 * -11Z 6 IA S 11.O in' (min ) r o N K t7 r e? Deflgr't weds Itwn, Co (c*„ H 12 dot. I � 1 ch.ekod dal. al on Col. 4 , f Iv .'S 1P -7E7 ÷, * e z • c..4.5 11r; bare 442 i°b • 19 227 kr 1 �b * . 4(70( 28. Err; shoo! no. A0 lob no. 90775 ( >71,7 v PI' .442 It7 (<1`I.8 kr;) vall 264.42( 26.7 ?XS)r 72. 5 k (7. 65,5 k) ✓ Tr S44 rlt1r Of TS .F__ kpff C 2 Oe,ri /n Anchor- t3o I'ti T• (.3(I.17(6S.S )• 12,7 k Vim,•12(1.t0(22.72 k - rr t <(•' 7 / ‘ k It- yV/ 8 t m ci . trltu r%S ec o1rach cc.c1'Put Sht ArDS) consulting engineers mottle warhinpton Conn. fern.--ra Ted r /a r.� 77 <727k • Prac.. J h.ar r k (. C4 T:t. s 2 V T r W14, " $•^{'cl , Ccn n . s 7.6 iv • = I� r4 (i TCr CT�Avt( CO 4-.1 / "0 A I'3a It"( �J Load k2eael cn svcArn e Pr oclr w/ ? . ccc,Yn1'r-i crh - t"v boli" lln C•282 c~ ATSC rob (e. )CT F; r 83((o.2) "28 ._ • (t') S16 pal lew pro)ect f O e 171 Cct ntP r a location ; w i ( a client 1' 1 1 `er - l�U 1 1 A�eIPr1J�^+ tv Cc r 29.41 t (4.V Cal) 6. .12* •Fi I I e•J• ,Mr i d.r 1 =' a.S a ' 0,7S . ?.-r "Ft • s46(1 ?•4.7 13r 08 k,. •F' 6 , ?.G'f Fri( .46 (12.4) p - ---- -� • ,71.z for r- Ars c r�atc X rrc r 26.2 ?)022(S26/ 12) r '4? k dal i t l V clacked date (:.06 1 (<1, 331 ✓ sheet no. A0 lob no. ? ("74k) Star- Jac'cl WI64 k3a fie d t ? rn • Cenr, . O,I•�. 1/19/90 ANCHOR BOLT ANALYSIS SPREADSHEET — SHEAR & TENSION Anchor Mark; Oe't r -Fay % loolrc f� LA Ill 100J4 (I rile of Col•; Concrete Properties: f'c =ij0m,:ksi k = spy (1.00 - Normal Wt., 0.85 -Sand L.N., 0.75 -A(( L.N.) Phi (c) _y;:, ;P (Shear) Mu = NOp(Shear Friction Coeff.) Steel Bolt Properties: Ft = Mks' (Ultimate Tensile Strength) Fy = " ( tsh.ksi (0.9 *Ft Typically) Phi(s) _ D<`4!'.fi;�y, (Tension) Dh = ;?i`glin. (Head Diameter) 1� nchor Bolt Criteria: .No. of Rows = No. of Cols. _ Row Spacing = Col. Spacing = Embed. L = Bolt Diameter = Conc. Edge Distance: CL to Top = Ultimate Loads: RESULTS: 1BOEING B.F. Shear Strength: Tensile Strength: Pc = Ps = Interaction Ratios: Ao = Ces = Vc = Vs = (BASED ON PCI DESIGN HANDBOOK - 3RD EDITION) xams mom 78.96 58.32 44.69 48.60 Conc: Steel: in. CL to Bottom = CL to Left = CL to Right = in. Conc. Height = in. • Pu = JOAg...ikips (Tensile) 6,2) Vu = Wt. kips (Shear) (K 2) • 670.3 in. (Single Shear Cones) 1.00 ( Total Reduction Factor) Ao = 424.0 in.'2 (Stud Group Pullout Surfaces) Case #: 1 (Governs) kips (Conc. Allow.) kips (Steel Allow.) kips (Conc. Allow.) kips (Steel Allow.) !'. ANCHOR.XLS Total No. of Bolts Anchor Bolt Area = < =1 ' cx ? ttt in - 2 De (Top) = 17.25 in. De (Bott.) 54.75 in. De (Left) = 30.75 in. De (Right) 30.75 in. RECEIVED CITY OF TUKWILA NOV 11990 PERMIT CENTER ENERGY_ "CALCULATION Project: Boeing •Cateter.ia No. 09--012 Tukwila Date: I. BUILDING CONSTRUCTION CALCULATED U VALVUES A. ROOF: Material: O.A..Film Roof Membrane R -30 Insulation Inside Air Film B.OPAQUE EXTERIOR WALL: C. GLAZING. D. SKYLIGHT August 22, 1990 Calculations Made By: I. Simkin R Value: 0.17 30.0" 0.61 ER = 30.77 Material: R Value: Outside Air Film 0.17 Metal Sidings - 1/2" Plywood 0.47 2 Layers Felt 0.12 R -11 Insulation 11.0 5/8" GWB 0.56 Inside Air Film 0.68 Material: R Value: Outside Air Film 0.17 . Glazing (Per Mfg.) 1.92 Inside Air Film 0.68 ER = 2.77 Material: R Value: Outside Air Film 0.17 Glazing (Per Mfg.) 1.79 Inside Air Film 0.61 ER - 2.57 g NOV 0 6 1990 MAHAN & DESALVO, INC. > U = .032 BTU FI' .HR. ER = 13.0 > U = .077 BTU Fr.HR. > 0 = .036 BTU > U = .039 IgU .HR. . r- T T . BUILDING. COMPONENT ENERGY CALCULATIONS - HEAT LOSS A. Washington Energy Code 1. Chapter 4, Section 404 2. Wall System U = U + U A + Ag 3. Roof System B. 1. Wall System Component: 0 Wall: 0.25 Roof System: 0.035 2. Roof System U + U3A r. + A U + • U • 4. Table 4 -3, Maximum Allowed U Values 0 AA + A (5,092)(.077) + (2,364)(.36) A + A (5,092) + (2,364) EXTERIOR WALL SYSTEM IS. LESS THAN .25 AND COMPLIES WITH WASHINGTON STATE ENERGY CODE. (9,104) + (24) ROOF SYSTEM IS LESS THAN 0.035 AND BUILDING COMPLIES WITH WASHINGTON STATE ENERGY CODE. .17 III. CALCULA'I'JON OF PERCENT GLAZING FOR CODE COMPLIANCE A. Maximum allowable is 32% (Washington State Energy Code, Table 6-5) B. Gross Exterior. Wall N 1,120 Sq. Ft. .1,120 E 2,608 W 2,608 7,456 C. Glazing N 348 Sq. F. S .._. 348 E 96 W 1 2,364 D. Glazing_ 2,364 31.7% gyro's. ExEerzoz W`a17 7, 456 BUILDING COMPLIES WITH WASHINGTON STATE ENERGY CODE GUIDELINES. \ ;... • �� LOAD CALCULATIONS FOR: Ty 1� ,�.� fir- II ( DES1ONCO�o WwoNS FO11 _ 1 .�.1�� 4�q .._ ._... _...._ ......_._._rf t lnhtUDf • !Y' . ta 08 DAILY RANGE F �' ' - , Uf.1GlL 4 6/11N444 - WINTEii - � _ r 7 CUun1 ( / � ar.N. (_ .. ...N. .. 7 ;7__. ._ .. .. .._ UUT SIDE .! . ' 9 e "Vt Drawn() .... Drawn No .... ._. INSIDE �S ? V• . f . ( Iu .Jo by 17 19 9c Sheol No Computed By VA 4 . Checked fly Appmvol fly � LATENT It INTERNAL COOLINGLOAD5 :CY •4 as 8 AI 9 p 1 • f f � a o C GN rli 5Es ^ hi; "'� PI Pv r p ' , a i�. r v t § v 5 8 m L r a - 14 zsrt. f i rl T DIFFEf4. ( S p (y EXTERI:nL COO LING LUAD ; 0 2 LOAD CALCULATIONS -17 • 9 qo 1 0..1 ty/4,14e,1,10,111,e--- ec • A ..S/VIevicl 0 F 0 R g I P.ATTIO"Xss 0 DAtLY St.J.,1 No r E W .0! 7 FTL •-••Jot) c/uTsIOE ga. (oft. Drarany Na !PTE. IS 101' ..Se. hod By .Approrod Cly INTERNAL COOLING LOADS .su 1 • —• 410% 40,0 5 3 0 0 h 31 0 -4 1, ■ • 8 9 • • P • , I i • , a 1 a SOLAR DIFFER. EXTERNAL COOLING LOADS CONDUCTION fit? !LOAD CALCULATIONS FOR: pj;:aigTzy,.._ Oat., JULY 17" 19 Shoat No 6_ .0, .7 Chant miaep.,41411-V---.....,0,No._bass Eceb1/41G-, • • Drawing No Cumpulvd By 4/. &/1//.i Chocked fly . 1 ^ INTERNAL COOLING LOADS LATENT r • 3 t: 2 a A aF' Fa F 4 a ' DE SIGI4 CONDITIONS FOR_ LATITUDE 0 DAILY RANGE____F le MONTI r WINTER 9 INSIDE D FEDI 86 Al_ ..gq_ err EXTERNAL COOLING LOADS 1 4 J z 0 8 i C �t� 1 7 �+ Li f 11G14.01 MEI ITEM ROOF WALL WALL u s 4T ' F -FT T AREA U<A sT' lTUtf.11 F) CLTD TARE.ALLE3 I — wP COLOR CORK `AOK.4 FOR WIT LdOMT11 •GaaT FOF 440110E WTS CUD. CORRECTED 1M WALL WALL � ITEM I U I AREA U. A j i aARTRba/ !FLOOR FLOOR jSUM S j AREA coEF. . TOTAL r MAX 1 S SHG ITEM .w R., GLASS u'c,•AC[°• + I f A°E I i GLASS ; s...°E° GLASS t"s'ao[C1 swxo S“ACEO I xi T I I i i TOTAL s ., 1 waTT$ + l4WST , a` , RF ON 1 T!uE 1 •TU"R • USEF.CTCR w" •E � ' . Jl 1 3 a' ] .t ! GLASS U �lT 4 +•1 SCFU. 1 T v.. 40.0 - E.T T)Pf Tum A.P- OLLT ;..r. • .T. .•.F"+:... ..F .• •• . . .+- '..Ga..tfa.ALO'.iM.r..n.L f..G,[ f INC tiffTw ✓n. nry •[. • a W TFl`f HP wF AREA % CLF AREA • CLF 1 AREA • CLF L O 1 3 IF.F., EAT ..1.1. 0.0 LASS, ET? FEP1.E;EP T+ . II � ' f.T •C RETURw AM` 1 3. Stv +P %a.. .tT. NAT'S, FRACTION TO PETUPN Awl j • � J � K4Ta.„..uP I tG (TSC F U • f •T U T ! 1 TEu G ,TEU , F 0 � `' 1�< 0 s s f 1 FAcrcF.. .iCl,, J 0 U ... —.. V_ ._•. +.FaT Av, _ '..•4 - 7 15 I OLP COOLING LOAD SUMMARY 0-SENSIBLE 0- LATENT // /__ V2 SUBTOTAL %OCR 0•E'L411LE SWTOTAL • F FACTOR SUPPLY DUCT ..LEAKAGE. %FEATGAFN POOP SuITOTAL OEWFAOUROOF NET ROOM SENSRIti VENT AtON 0• ATEFR SUBTOTAL LEAKAGE ROOF O.LATENT SUP LY AFL 6aSCO • SUPPLY Mar a a "COY GSFASRET FO - RT T.•_..4 20 R'ETOTAL BOON SEN9iL- ROOF ROOF SEF NIUE KATRATIO L - MLINVO ARP • TOTAL SAFETY FACTOR f KX•L►FACTOR *avow. Loam ` ••"- SUB ATOOF wTEPNAL TO GRA O TOTAL GRANO TOTAL r3_1131315.5 twos VS• • I CFR .TU4t 3� I . „olol 0 1 • • 0 I I I ' 45 w tit gi op U w, Z 0. T ' 5 5; I 1 ■ t 1 d tu 0 LL1 y ` 4 0 lJ EMI MEMO anararmmensommssi rr w w w CI • 0 O 2 J Q z O GLASS ITEM 0 .AATR.W U MING FLOOR FLOOR • ITEM Watt GLASS GLASS GLASS GLASS GUISS .RC 0. t . AT TD $(7 a ^ Ari s e ITEM L•w 6D[D. 114•404.0 asD[o PLACED SUM .' 1 TOTAL AREA I •, IsTU...[. w.n. • U AREA UsA AT SUIT T.TO . r TOTAL Jr•O 0.f TM[ ITUM % TA LAMM FACTOR r4TG[ NO. • O. • Cif M AREA i CLF AREA u CLF 7 R1 A05T &MOST 5 U AREA tu rAc1 D cs u m n* . O �r� [•LN_ N1. 1fi J6 S - M �- EMIINIIIIMNIIIIIIIIIIIMIIIMIIIMIIIMIIIMIIFNIOIIIM ®:T:,tirird111 471 . it- ��G3>•lrfifr NM WA L NMI = � sons•. -I 0107..- W.au. or u.•M [n •••11. AMO GLASS. [.T ►[.•.[Tt•• VI ATL•T.OM •■ 1 � $CFY. ..s •[O•L[ [OM✓ 4.T [O.A•Y[Mt i ACTOM. Sons .* a• .w ■• , r .fP 4 r[.TaNT.O. LOAD 700 57AT0754. .30 ..[51 TO MTUrai.4 .[TM.•. O..CT GA•I COG ••G [PYY[777 [ONO 5Ar[ NOLO. F A. "Out. 05 Nr'T Fr. • ...tn. Cr” [AC..T[Y T mAX ouD! • SHG r .w t.0[rr. p•47 • AREA ; CIF SUBTOTAL ROOD 0•SEMSaLE SUSTQTAL • r - 70CT04 7 sur•LY DUCT tU AEA.=. �KAT GY. *7715 • r..CTOY TO rt'TU • •7• R I O(OUCT r7C7 ..00.r5 MET MGM SE/4IBLE KYTa•TaX4 •.B COOLING LOAD SUMMARY AT 0- SENSIBLE 0-LATENT (.....D TOTAL • 05. a • 77[..05. LOCA.. 0•.[ .T..G alr..Ct..TA•G 570 AU CO.1T.OALL.G[••G.•[t. s...c m.TS..Dw...t.••....,w CLTD. CORRECTED • 04TWt SATOT• __ \ ova LE •••O[ .ODYPLA7577 COOt.IN 0-SENSIBLE. BTUIHR if S 4. ► S[MSi0 •COY 4i moo RDCY itA.SR[ K•T 714 &Or[s A•1 CM CA5[00. • SUM'. TEL. Or r Q 61•00.4 01INSLOLE3 .D• R...- T.:..I 1 ) i L -L a21.2, ULAWIT Aw Ul1.o sams. TOO• • SA1ET7 r•RdL_% FOMO FACTOR GRAM) TOTAL att WTI rai5LLONDB SUBTOTAL BAro Or I7[MAL TO G/.•.OTm.t 1 t U e = < ... •7‘ I o rt. g 0 z fLI z z 0 0 z 1- Z a t- 0 5 - CZAI IIIMMIN PAFITTDON �I0.4 TIDO. GLASS GLASS GLASS TT MA LOISKADIC. loADCO tocSoMOLD SKADED LACSKAMD SXIDED TOTAL * rel wrs.aTc.. vt. LOAD .00. SUSTMAL Am .4AT 10 ATTY.. AA GAP. CCG COmoM 1,0.0 SAW TAZIO. TOTAL OS SUM STAAT Mee TOTAL AREA WATTS 1 WATT TO . APO IIT1»0 UM FACTO.' EWWIIWANIMI■EMNIMINI MEW W St•AT V- TACTOA- 1- 02- AVM MI.. OT MASSA namICTI - AT O Mertpot AA, 1 3 a t try.. KR AtATT. owte COCFS ...*ram o atm CVITTIA PAM ITEM "4 4 r 0.10.1.1 1.0...0 FACTOR ICF 2. TOTAA wuTTAGI waTIS MAX SHG nr-rm AREA • CLF 04..4 IOT.L. Ds . L li or • T AM.Ct •ftst caat motrAT.0...0 L.01.oft Rs nt0 C 3C12% _ OF A.LACTASH TO "num* MI 1 AI AREA ▪ CLF I SH .../‘"X./ 1 "rot/ CODLING LOAD SUMMARY OSENSIELE 0-LATENT " 1 --- TO00 22- i i mu= AREA CLF stream,. sumv , SLA LEA.GE TETTL o sus m me willow. remora amiss.' lawn m Am CHATDOSMITOTAL %DUCT WAAGE ROOM 04ATENT OM. SiorlaLt t100. LAT room m 'anti Ka RAM SUPRA AA CJ1A %MID OM • SUOMI/ TOO Of I a ;ROMA 0S5 It TO • MING 0-SENS8LE. STUMR I 1 1 O-LATENT. STUN I 42 4 -17 Z 2. I 1 1 1 TOTAL. MOM FACICA PCXUP racroa VtturI Dm Paul LOADS SWAMI. PATiO Of xlvft.sz TO ODOM° TOTAL PUMCNCATO. 111 r I 1 - 02711 LL to I ! z, a •zs fIT- 2 I it 0 � 1 01 O u O Z V US w 0 Z z cc Z z 0 0 e GLASS g ••a7.R US < I-- O 5 J GLASS GLASS GLASS OE. MORE lOU,•'uClii Meal AS ITEM LNDED LOOFA u UNDID TOT.. TYVE KAPIS Ov aN 'CC. Su5TO154 .DoKATT0RETtN►IUR- EiyR. MC G.. 5. COCA. G EOVRKw LOAD sat t•EA toll •0•K OS SUM S TUT T••( YE TLATpw.J• x.M • ,, O 1 TOTAL • E• 0 .•.TTR 1 RKLAST TO • up 10LM UV FACTO* ...VOA • liiN ]a uw i 3^ , i Q MAX since • SHG AREA tours, 1w m, AREA CLF TOTAL • MATT.DE AO. •a •- •AVTOR•'• {2• au. O/ u ••0 ETT w.lt.NOGASS,EtT •R.CTER• G TO OS • Ot •we C SOW' O•*4•TmG t MSC Vs wG 4N0 AM C CONb1pN ENG RS, ,MO n1 ,M CKY.N[,•Mn,• W 7677f tzs G$ • f COOLING LOAD SUMMARY O- SENSIBLE .O- LATENT AREA . CLF R■CTC' TO RCTURN A,11 AREA Y CLF 411a■111iGINrMNI — *STOMA SURTOTY ROC* OSEN9RLL SOBTOTK • SUP'LY DUCT . LLARAGL • _ ...KAMAN ROD. SUBTOTAL OEOUCT IRON NOW NET Apar LENTJto YENraAT •111 O4ATENT SUBTOTAL Oxi uAA.oc ROONO•tATOO ROO. SENSBtL • ROOAIAT ADS. samaleE•KAT SUMO A* CM LASSO ON aSIIRYTEAROF F p *OW OSENSBUt ,O •I_• COOUNG Ait 7c13 IZsra 0-SENSIBLE. HTU'HR g [ Y`.1 1 1 1 1 16.37 0-LATENT, HTLXHR M M I 1 1 ( 1 r 1 i tVST•,ET AA wJszno LTV FACTO* % not -Isr cTO11 M /TOTK RATA) OE 0 •, ▪ Tl ORANDT0IK •a11R01(ATOO GUM, TOTAL etZlir F W : r i ° Y Cr T_ r. u W F 1 410,1 Offoop 064000 .i11 , idamilba.1111004, 1 1 ' 'd1.s1 rill 11.11 :11111111 111 V1 011:411001 1// 1 11 /11Pd1:�/:i1'/111/111 / 1 iIIJ WII 1,11 I !r1 JlII 1410WAJ101114110li:00110 ii = °i�iiiiia iiiiin ii V 1 1 1 I/ a HUMIDITY 1111191 ' /11911''/1 G11r1110111/ 111911' 11 /,11r11/111A11iII4II'1/1111011 /111711711% 1111 /, 111 /,11111171/711111 • V i �r, l r� %a►.al.l7r� � r�, r 0011,0014kikiiii°004001. a i/t�7 �1� i ► r1!1ri►1.R7 .�1 � 11 .. , f � i'NAf�6= .I i i' �1�'h 10 / j 11 1 I I. rl�i1>i/►. 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I 141 41'11 / /1'111,11 :111i.,ANIV11 1. 111:111. / 1 /911:c.1!ili:Irt111►, 111&111 /,11:11/L aIp 6 /,141!11%1'VIU0 /11 / ,11 /1111i1I /NI1►lsfill' /11' /1= 1111 1111, 1111l1 1111 /41/ ►b11/./116111/1I11ie!2al 1 R'.Ii1'n&I i1r11 /1, P/151111 41191/► t '111/I l►11 1��1 /1111111r':i>.!YII' / / /r /I1 /1111:1 I ! 1111111 .•ZII►;:1 1 171'/11/ AIII IE11 7111 :11/•::li►1Nr111�11/,11,1110.1' 111411 / /, M11!!1M111711/1111A110111 :111111 Irfive /.1rAi' 11,AMPA1:Ir:ir11i1Ifl "AIL IIN101114I1i!11/ l 1/, x11411711171119 !:►'�111/ 1 1 /191 rmillll & ropti/ 71111 /11' 111111' / 11/11'/11I1D�! 41/11/. 111 /1 r1/ 17.110111 ►i11M111&10A211'/1/1 ►, 1/1/101EI: ri /1 11/1r11&II►41 I'/IPi1� IP1 /111111F/1 1 111. 1111 /,11011/.',1// /111 /,111 /WIV111 /,/ ' ueiril � muliA1 /11 /11► elite :t1iriui %11t Ip/lltell: eili►il•r1111et114'.�1 /1l ►,101171 :.►,1171/,11 /1t0IMA1r.1fl/li/!!./,111/11/11 11 ►111011111 110 111/11i1:1rj11r/1117111/1/1101 6 _ - El r $ ecili RAINS Of y�! POUND Of DRY AIR O �a ss a III U OEWPOINT TEMPERATURE �r 1 1 1 1 1 1 1 1 SENSIELE HEAT RATIO =0,+ 1 11 - 1 11 1 1 1 11 1 1 11 1/11111111 1 ' � l � r 9 n/ a a >s ENTHALPY -Ery gm lb of dry air and o..ocaled maths. a !o , 8 1 r r r r 1 1 11 Il j[( ll 11 ,h11 111 1► VIJ 11 11111 1I 111111► 1/111'1 St ft MI G PRELIMINARY Bollard Luminaires SECTION 16000 ELECTRICAL WORK Bollard luminaires shall be buff concrete with opaque polycarbonate louvers and a concrete cap. They shall be rated 70 watt HPS, 480 volt + -10 percent and be of the auto -reg design. The ballast shall be suitable for operating a 70 watt high pressure sodium lamp per ANSI #S62. The lamp Socket shall be Mogul to match the standard lamp type purchased by the Boeing Company. The bollard shall be Centrecon B20x1.5 313 LVC DB 70W HPS or prior approved equivalent. Lamps shall be ANSI S62ME -70. Tree Uplights Tree uplights shall be the direct burial type, cast aluminum with bituminous coating on below grade portions. The lens shall be clear 1/4" tempered roundel glass with silicone gasket. The luminaire shall be rated 75 watt mercury vapor, 277 volt + -10 percent and be of the auto- reg design. The ballast shall be suitable for operating a 75 watt mercury lamp per ANSI #H43. The.luminaire shall be. KIM' #5007MV277 or prior approved equivalent. Lamps shall be ANSI H43AN -75. 2.07 Electrical Service Equipment BOEING North DC WaterFront Park Lighting 10/1 /90 Page 16000 -6 PRELIMINARY 2.07 Electrical Service Equipment cont. A transformer shall be provided as required for supplying power to the low voltage panel. It shall be rated 5 KVA 480 - 120/240 volt single phase, Sorgel #5S40F or equal of GE or Tierney. The low voltage Panel shall be rated 120/240 volt single phase three wire bussed for 100 amps (Main Bus shall be copper) and shall contain the Main and Branch breakers as shown on the Drawings. The breakers shall have a minimum interrupting rating of 10,000 amps and shall be General Electric Type THQB Bolt on no equal. The panel shall be General Electrical NLAB. The lighting contactors shall be Allan Bradley of the size as required, electrically held with 120 volt coils, no equal. Relays shall be Allan Bradley, no equal, and have 120 volt coils. A microprocessor based 7 day time switch shall be installed in the control panel on the Switchboard. It shall be eight channel with separate socket type relays each capable of handling a 10 amp, 120 volt load. The unit shall have a battery backup to preserve memory in the event of a power failure. The timer shall be Solidyne Model 8008. A Paragon Model EC77 Seven Channel time switch is also acceptable. contain the time switch plus other components as shown on the Drawings. Engraved phenolic nameplates to label each of the channels of the time clock, as well as other components, shall be provided. All equipment shall be installed in the new weatherproof Pedestal Panel. 2.07 Electrical Service Equipment cont. PART 3 - INSTALLATION METHOD$ BOEING North DC WaterFront Park Lighting 10/1/90 Page 16000 -7 SECTION 16000 ELECTRICAL WORK 3.01 Incoming Service There is an existing circuit to the location noted on the Drawings. This circuit shall be connected to the new pedestal panel and activated as necessary at the originating switchboard. 3.02 Grounding Provide a complete grounding system with grounding continuity throughout the system. Ground rods shall be copper clad. Ground wire shall be bare stranded copper. 3.03 PRELIMINARY SECTION 16000 ELECTRICAL WORK 3.05 Depth of Burial All underground runs for the electrical distribution system shall be a minimum of 24 inches below grade. 3.06 Trenching, Excavation and Backfilling Provide all trenching, excavation and backfilling required for the installation of items included in this Contract. Contact the Owner before trenching in any area. In trenching through sodded areas, remove the sod and replace after backfill and compaction. In trenching through non - sodded earth areas, the Contractor shall compact, top dress with top soil and reseed with an approved grass seed. Underground runs through asphalt or concrete areas shall be neatly cut, the backfill fully tamped to 95% compaction and the area repaired to match the existing. Underground sprinkler systems, sewers and other systems BOEING North DC WaterFront Park Lighting 10/1/90 Page 18000 -8 PRELIMINARY SECTION 16000 ELECTRICAL WORK exist at the site. Contact the Owner and call 800 -424- 5555 to ascertain the location of all underground systems before trenching or excavating. The Contractor shall make his best effort to locate and avoid all underground systems before trenching or excavating. In the event that damage still occurs, the underground systems shall be repaired to original condition at the Contractor's expense and be approved by the Engineer before backfilling. 3.07 Testing Each circuit shall be tested with a megohm meter. A reading in excess of two (2).megohms shall be deemed satisfactory. Testing and operation of the entire system shall be performed. The Contractor shall provide manpower and equipment as necessary to correct any defects as may be directed by the Engineer. END OF SECTION BOEING North DO WaterFront Park Lighting 10/1/90 Page 16000 -9 kpff consult- w in , " engineers wattle washInpton location client • 0 � o& waS,�ti`ps t�� ti • RECEIVED y z1 CITY OF TUKWIIA • C T' 1 7 190 •. ,,.,0,4�° • 43, PERMIT CENTER • � e ' 6 ',I • TU CYUAL CALCULATIONS R061 Gr CP.r - r ER l,�, ThKwi Lf., \A /A., Toy /a1 dot. e 9 chocked dots 110\ 0 61990 NIMAPA go. ES101 0 ANC. Inlet no. lob no. kpff consulting engineers watt!' was/Wigton po 1■ct n c e iYl 9 C a - r - rfi ■- i ,,-i Ioeafon "rt., efl.n, Co �— — H u I I dat. 7 -� sn..l no. ►Ob no. �G TA L of CoN-rF'N s'uk�j — (moo o-F r- rarr, l n Co luNY,n .r I.,cit r. a I Anal /04 F on r LAr1c'Gt.c r kpff consulting engineers main* washington pow E c IYI location C : client i 1 1 e 1'V LI 11 ! r :.7 CRIflIA/UOA2S Chocked -90 61 E 2 ( loa n0. Ro77 -rs kpff consuffing engineers mottle woshinelon c-c1 eQ1 IOESIGrN CYRt r r a cle1;110,-, tine F1 10 reference (ncet roc rr e v .t rc used -For oGiel Icti e et' Re-Fe r en ce 72 Snow Load( 4 .2 Ste 91 To i'rt:r Stee I Dee Ivr L 4 . 1:3 by H loaitien Tr..- . rrl - H LA( f rcr e si.--T- 1 Ty-) CCO a .Ur-rn evdclin Cod (CeLli3C), •I• Acr 718-e? AC S'I Ccucfi a — S. E. A AtV, - ts ..cn L a ei Ana I t.s. 'For- Wax hir,c S're e 1 Totfte !rt Gordon * • \AA id'r*O " 0 CD ekt b in or-ILA-Fel cti:Arin Co, da t. chocked dole moo. no. C No no. /07.7c kpff consulting engineers waltl. waihlnpton E31,411...10IN& LOANtJS 17 (Zo r-rm poi.cs I& d e l r1 $ocanen Tuk*w;lef otl.nt 27 - / ( - • HuI I R'oo' L. the 1. oo.4 (= Snow' Loa ol) Total Load / urn � c(Arr w'a( (Ccr, r.#r` 1 {‘' 2 T H F dat. 7- pd ch.ck.d dole 2, 2 I.Sx4 . ;40 (0.1.2 27 V. 0 30 20 1 .0 20, 0 F. 4-1 ' 2 D 4 - 4 .5, 0 w g h` 60,r-F) Miro1 Pane k r I.S 5 /E P1 woo .1 1.8 6 " S-I Stu d •r 1.6 1%-141.-410.1 —m;-) I.g 477 " Gr rid. 28 n. ._.... G. S' • sheet no. s lob na. q 7 7 S l0 ,C> P alto wP�h 10.0 prt,- kpff consulting engineers wale wcshington pW$Ct eGr! q C G- .. location Tu k w I a client rfl (I r- - t LA( ROOF FRAMING bv dot. v1- g checked moot no. RI we, no. W 77c kpff consulting engineers social. WOSninQlon o � �I sa H location e , pro$.ct `' l-� 4 1 I # etl.nt rr1; I I ..- - H..,11 H Rr9 R T9 p' R7+ i rs') t4 RC+ WF Rx to . 2 S8 H Co OC 1 CL R' . 4d RI r 2TG . RTl.1 RTC R T7 • 0 ch.ck.d t4 ' �s'rae.4 Fr a�r• i IQ .-^ Late7a 1 4 4 - ,r 1 shoot no. job no N (Fer% 00f i r,.. 1 .1 , K�� 0140 kpff consulting engineers t.aflle wathlnpton 12001 FRA(ruNG R o o-r ro I r'("r RZI S"' 1 ,1q,-See RD'S F -- Rr4' pond rS . location TU !Y'1 C . I client I' (i I I e (Deck 9 . � $ + '�ct� -, te G Ma>c IG fht'!I 17 r� Ir,e Thot - ,I fa rJor lc3n Tah nix 1 S rt a (.1f1 rfn Ur r+' Roc r r l� (r uo T L.. 1. L,,, L , w R:7 SI't 12x1 ?E - ..?60 F (4 200 rz 26 lei r'r2 4I'.6 76G plF 200 Ply 2‘I C' R77 . T7 , 74 Pi = Oo r 1' 2,5k' 12r4 16_ 24 3 pI F 16? Pik' 2e;<5" ur e W iS ic I? (A e - �L' date checked n L-11'c. ,r -- ,0 111 0 11 - 1 . I sly ?6 d c c w �fih 'true aicr, '' siao lar / � r wet d/ I I o+" 0 (a Ipu :�� r UnC(��.' °vc pia Alt T. L. U wp .. 2 +4) ' `10 2s("4) 87.s I* If (S c' at acheo G utiALit) 1S �� r' . 2 pr/ ✓ •'• 18 ci . e c k ° a • d t. rJ (goal G. K . - PG r a1e SIO ( s . „ o t'a ch�ol Tah( -7 (To ochteva 2/76 G ol riz' -c1icr ) "110~. L.L. . at - t - a . ch e d �� e Gage Weight (Lbs. /So Ft.) I Span 5 -0" 1 5'-6" 1 6'-0" 6' -6" 7'-0" 7'-6" [ !, i 8' -6" 9'-0" 9'-6" 10'-0" Simple Span 22 s A 114 92 94 69 I 79 I 53 67 42 58 34 51 27 44 I 22 f 39 19 2.3 .216 .235 20 s A 143 113 118 85 99 66 85 52 73 41 64 34 56 28 49 23 44 19 .411 .417 s .1, 196 162 159 119 ► 136 ; 92 116 72 100 58 87 47 ` s a{ 1 68 32 60 27 54 23 49 20 16 s A 250 198 207 149 i 174 1 115 148 90 121 72 111 59 98 48 86 40 77 34 69 29 62 25 Two Spans 22 s A — 120 99 — ! 84 — 71 — 61 — 54 — 47 _. 42 _. 37 — 20 s A 151 125 — — 105 I 100 89 — 71 — 67 — 59 — 52 — 47 47 42 40 38 34 18 s A 204 -- • 168 — l 141 — 121 — 104 — 91 — 80 — 70 — 63 — 56 56 51 48 16 s A 254 — 210 — I 176 — 150 — 129 — 113 — 99 — 88 _, 78 — 70 70 63 60 Three or More Spans 22 s A 150 — 124 — 1 105 100 89 79 77 63 67 51 59 42 52 35 46 30 20 s A 188 • -- ' 156 1 — i 131 i 124 112 97 98 78 84 63 74 52 65 44 58 37 52 31 47 27 18 s A 255 210. — ( — . 177 173 151 136 130 109 113 89 99 73 88 61 7 51 71 44 64 37 16 s A 317 ( 262 — — 220 1 216 188 170 162 136 141 111 124 91 110 1 76 98 64 88 54 79 47 Gage Weight (Lbs. /So Ft.) I +S —s 250 1 500 1 1000 2000 1 4000 .60 i Pa to ed Galvanized (In (Ins) (Ins) 22 1.8 1.9 .175 .187 .198 20 2.2 2.3 .216 .235 .248 18 2.8 2.9 .302 .322 .335 16 3.4 3.5 .377 .411 .417 Type HSB -36 High Shear B Deck -36" Wide Verco's New Standard B Deck Higher lateral load capacity Vertical Webs Perforated With /z" Diameter Holes Staggered 7 /�e" C/C �IU qdJ Standard button punch Overlapping side lap available 24" or 30" wide — special order side lap VERTICAL LOADS (LbsJSq. Ft.) HSB -36 and HSB -36 WITH SHEARTRANZs See page 14. item 1 on how to use this table. VERCO MANUFACTURING CO. Insulation Strips in Low Flutes Feld Installed NRC Determined By Tests In Accordance With ASTM Designation C423 Conducted By Riverbank Acoustical Laboratories. Perforations do not significancy affect Properties or Shear Values, FACTORY MUTUAL APPROVED: STEEL ROOF DECKS, Class f Fire and 1 -60 or 1.90 Windstorm Rated (Minimum) Factory Mutual Approved Spans for HSB Roof Deck 'Factory Mutual will allow these calculated spans to be extended by a maximum of 10% to satisfy the 11200 deflection, but only when the Insulation is mechanically fastened by the steel deck by screws and plates (discs). Whenever this extension is allowed, side lap fastening must occur at a maximum 18 inch intervals instead of the normally required 3 feet. "--� Gage 22 20 18 Span' 6'•1" 6' -7" 7' -9" PRIME PAINTED OR GALVANIZED 3 Absorption Coefficients Noise Reduction Coefficient 125 ' 250 1 500 1 1000 2000 1 4000 .60 i .99 1 .92 I .79 .43 1 .23 .80 Type HSB -36 High Shear B Deck -36" Wide Verco's New Standard B Deck Higher lateral load capacity Vertical Webs Perforated With /z" Diameter Holes Staggered 7 /�e" C/C �IU qdJ Standard button punch Overlapping side lap available 24" or 30" wide — special order side lap VERTICAL LOADS (LbsJSq. Ft.) HSB -36 and HSB -36 WITH SHEARTRANZs See page 14. item 1 on how to use this table. VERCO MANUFACTURING CO. Insulation Strips in Low Flutes Feld Installed NRC Determined By Tests In Accordance With ASTM Designation C423 Conducted By Riverbank Acoustical Laboratories. Perforations do not significancy affect Properties or Shear Values, FACTORY MUTUAL APPROVED: STEEL ROOF DECKS, Class f Fire and 1 -60 or 1.90 Windstorm Rated (Minimum) Factory Mutual Approved Spans for HSB Roof Deck 'Factory Mutual will allow these calculated spans to be extended by a maximum of 10% to satisfy the 11200 deflection, but only when the Insulation is mechanically fastened by the steel deck by screws and plates (discs). Whenever this extension is allowed, side lap fastening must occur at a maximum 18 inch intervals instead of the normally required 3 feet. "--� Gage 22 20 18 Span' 6'•1" 6' -7" 7' -9" PRIME PAINTED OR GALVANIZED 3 Z0t 10£ 091 £l£ .011 1£x 911 111 oe 6Lt 16 991 ld si IL 914 51L 191 Isgai ZS IS 691 SZ£ .691 6££ 091 ESE Z81 69£ co Z 09C 0ll 09l 1£1 193 001 Z1Z 601 191 691 96Z sot 11Z at i 03Z 611 6Za Lai. 8CZ OSZ L6 *61 CO l ZOZ 0 t l 0 la Lit 8IZ 6ZZ sv to ss ss : 89 afs5si85 Bt OSZ 9Z1 19Z 9£1 UZ 101 11Z .L01 OZZ 0l1 OCZ J J J MI eel tL S O m V . 0 -Hun OLI Ole CM 6E£ uti - Sol 19Z 991 £LZ 991 993 9L1 ODE Z61 91£ Ott 1181 fit i 003 gal CIE 11Z frr l atit: -°J sl as oil ya ZZl OR ICI 19Z Ott Ell 191 9LZ Z91 O6Z £l1 OZL 111 l£Z 0E1 Z03 6£t Ma 091 99Z COI 861 Olt 60Z ell 6IZ ISZZ LEI InZ co 6Lt 001 LBt LOl 961 911 90l 111 91Z S22aSS$miS ZB t t 6), 111 � LtO 991 ■ at SZZ PLC 691 BEY £9Z Sri 66Z WV S le tee LOP Eta £6E Z91 910 161 OM EZZ LEC Eil 9SC C9a 1.4 EN gg gA it Fagg 1 111 X4 191 1P6Z 691 OLE SOZ MC 33Z 914 £Sl 691 09Z ZL1 10Z L91 96Z £OZ CIE gqiggoiggEl Z31 got Z£1 6LZ EV1 l£Z 991 01 691 BSZ 9 11 63Z g m (S) tg Z9l LBE 09Z 600 WE 990 MlifMEIE lOS BLE 919 CI F.F.-GlEaqs CCP Bee MP OLE 9110 L017 619 WO vas flee ElE ZLI Zire 911 9LE LLt Cl0 ova 71 g EMMI W I L63 Lea SIC 69a tee 90a 99E VIE 6LC 109 111 919 99E 3C9 C6C - 811 010 02S EL* LEE ZO9 99£ MS E6C 6V9 Olt u99 66C 99a f20 CIE 611 PPE 9L, 6LE 012 99C Vfla 99£ 69Z £11 MC 6E0 09£ 991 L6Z 91Z SIC SCE Z93 LSE 6ill OBE 091 GLZ 103 06Z OZZ 909 131 LZ£ 99Z 60£ 6L I CLa LIZ OIE rE gEllg§E§Fil WiEgEEEPA Pit ma .4a EEa Pa V N E I N N O j d fla ga as 5a is Na 01a 01a (Daa� - 2r ga ga ila is .taa Z9Z ICE 06Z 09£ £1£ IBC 199 O/0 Soo Z00 03 Vo 992 zts • (>1° •....P Ea Ea MS 009 009 099 0E9 QSS 009 099 019 099 VII OSS 990 BL0 919 OZ9 S1 0Z • . T ., l'1l) NVdS 9'91 9'E1 Z'Z1 1'ZL 6'01 9 9'6 0'91 l'£1 0'lt 911 1 L'6 £'6 0.9 l'ltPegl iv '1M 'XONddt 9Z 9Z 9Z 9Z 9Z 9Z 9Z 01 0Z 0Z 0Z 01 tit 0Z OZ l'u1) 141130 L1)I9Z 01)49Z 6)191 9)49Z L)i9L 9)191 2)l9Z Z 1)IPL 01)101 6HPL 9)HZ L)10L 9X01 9X01 0)101 NOIIVNOISS0 1SI0f ' Ll led 000'0£ to suei;S ellsuel olgeM011d wnwlxvpj B do poses f��1t1 t11",- \1 4f►, ,•P. o% ter`+' -tn rt•t s •••-■ re.. /IV/+1 ••tt rte.■1A, te. or isr iz l tar NEL i _ 94 RJ5 Ole IIMIO BEAM ANALYSIS PROGRAM SPAN LENGTH = 14.75 ft LEFT CANT = 2.25 ft RIGHT CANT = 0.00 ft UNIFORM LOADS (k /ft & ft) Wd W1 Xl - X2 0.070 0.087 -2.25 14.75 REACTIONS (k) Dead Max : Live Total Min : Live Total MAXIMUM FORCES V max = 1.19 k @ 0.00 +ft M max = 4.20 kft @ 7.45 ft M min = -0.40 kft @ 0.00. ft M = 0.00 kft @ 0.77 ft DEFLECTION DATA E *I units = k -in ^2 LOAD Total Live Dead TOTAL Deft L / 180 L / 240 L / 360 LIVE Defl L / 180 L / 240 L / 360 LEFT 0.686 0.857 1.543 0.000 0.686 E *I 94767 126356 189534 RIGHT 0.504 0.645 1.150 -0.015 0.485 E *I 151627 202170 303255 Defl (in) X (ft) 163577/(E *I) 7.40 - 78104/(E *I) L.C. 93188/(E *I) 7.37 - 45488/(E *I) L.C. 70387/(E *I) midspan Main Span Cant. E *I E *I 166350 260347 221799 347130 *1-- 332699 520695 01 few 08/01/90 90775 J4, 5 k••r�' • 74? I?d 101 in e a -I) 0o G . L/9 W6x1 R6 kpff consulting engineers f.ottl. waMinglon R o tr.( — cont 9T6 R77 boohoo coin, F l I l et - 1i Lit! W • 4w E Geri - 19 TLI IT %Ad I A R"O o r F fz.ev n G- «� ) I.2S k (frl ech. ,360, k If t 41 dot. - 1 O chocked dal. , 260(41. CI 1.25(41.5) 4 90.50) ' fa. S k• lot C�rls)� • 470 P 1 Ur P ('I? Tot :' r 6Wd114 (772; • 42842 Ur, 261 Solr 1,411e.,,," 44 j ,2.5k ltn.c1,.2 \.,26O felf � � .260(72) + � S(? e 69.6 k -ft shoot no. lob no. 1O77S x 422 p if) ✓ 1.75 k(feltch ). • ?‘ O k If m 734O(717 1.2s (77.0) • 8 7 2 <�� >r - ra ? k-et 1 69.4.(e7 S"I? phe u re 24KIO 741r I r `(11 t O72 •W.) . --, ?6a + . oc (I ?. S 2 * ,k2? ge: o (1Yl ovrabl e I � cn) (,ir ?GKIC7 Pole's' `wallow • 476 p IF) kpff Consulting engineers soothe wominolon Roa7 To if�'t (2S'I Vac- V../lnJ Re ree Chi. r p - Sc reen Wa(f Tr W1.4 26 C(r1 Tr ■I6x36 CS R t(� k•,7 I �ma,c e 10.71-41* ' O C G' nlr, -►a T'U kw; 10 . ao,•et laea►lon client I'' 1 I( /r (RGor rRArgfNG - ca nt ) � 4' 4.s 16,5' S k S2 II k (�✓,:, J ) (10L 7 CWT ) � , 1.25 k (PO 8.37 C , G,21; 4.01 -1.03 1 mt* to L .0. s6 1 1r et 4-- S: 6,a 4 3? • O (tfl a x 2 4 -2 00 (4.; 4 { 2' 21 2. 2/42 k f.s �, 1.2rk(PO (PV (Win K W,n 4.7 1 2.11 41.5' c0,225 2.20 0.05S VOk) •Ur. W16$26 (A -n) - Orq -4.47 . y- Chocked �--; ,160 /, ?00 Fr If (AO (21.► -) v(k) ,146/200111.p (p') Ont.) \e• /14 (A -P6 7 Meet no. Iob no. ?O77S Care r : 0L+ RLL Cafe IT e 01.+12LL,V✓ .4,n G.K., � „ cnc lei (rl'k -F +) I Case T : CAL + RLI-. v(k Cate Tl : OL + 12frL ; (k � 0 O.K. 8.75 j A0 (k• -' +) kpff consulting engineers m.ottI. washing ton R 1 ' am t'I'a€heci tt Room f en # - -ttic,n A•1-101r1 rzei ROI P I 014712 ( /8 2 (2 0+2,J r G.72k (rJ0 + 7,4Gk : 'LL ) w : 65 r( (0L) - AI tc —,ce "FA.cr7-11Q ar C sp otfach: J :,t.,11 ( )(9 7(2G t2C • 0� k(t7L)+ SG k (LL ) (OL)+ (.10 IT (LL) w PL G - p 1� ( r trrY1 (SP o t't c h o a ut'P (Af) a (Cee alts �o•orn (�n." rotroe, �'•na yti ' J Ut W24'SS(A - ?G? RP? (Worm' Caie Loaolirn5 f • ( )(8)( ?G 2SJ F - 75" .7 C' 9 (g rn, I I ( P Uie WI 76 ( . a) • ?,28 k (PL7+ .4.1 k (LL? . w; 260)+70 5'0 ro t (Al lowancc Q 1p rcr e 1 w t ) e• (Say attach (!� (E•2GoF i" f; Atn1N C,•e 'een 1 k B e' s• 4 r77Tl7%, ///, / / 4 6 • 74,0' 2-'. G . 4 8 I6 0 (rnac.7 Snow CJrrT't"' (rna><.) z 1O•h to 41- rnrr. Ufa w1*gZ. (A.77 .2 date chocked t 10 rr , VV 'eh. 4ct v i fi ere... `t ,r* a ' w m..t no. job no. ! /J RB1 1.111D NI. YIN BEAM ANALYSIS PROGRAM SPAN LENGTH = 24.00 ft (Simple Span) UNIFORM LOADS (k /ft & ft) Wd W1 X1 0.150 0.000 0.00 POINT LOADS (k Pd P1 6.320 7.900 6.320 7.900 REACTIONS (k) Dead Live Total & ft) DEFLECTION DATA E *I units = k -in ^2 LOAD Total Live Dead LEFT 8.120 7.900 16.020 TOTAL Defl E *I L / 180 8235303 L / 240 10980404 L / 360 16470605 LIVE Defl E *I L / 180 4186368 L / 240 5581824 L / 360 8372736 X 8.00 16.00 - X2 24.00 RIGHT 8.12a 7.900 16.020 MAXIMUM FORCES V max = 16.02 k @ 0.00 +ft M max = 124.56 kft @ 12.00 ft Defl (in) X (ft)" 13176484/(E *I) 12.00 6698189/(E *I) 12.00 6478295/(E *I) midspan 08/01/90 90775 I 'QII.w . I'?S 8= G ur,b raec` ) (en ( o9sC, 404 ?79 Tr 448' • (,Ise v■! 16 " 76 (G go,) N 0 - 1 - 0 • AI Iov.,26I �t- a C "t'o 6,I c'r "Al I a t• P cyy,er . 10 {�!aYC1f � � c { �. 2-14Q tk- 2 1 1117.•1 1... \.I 1 I'%L SI V n / v Nt• .. I I.•I I I.'I I! 14..-4.... ,\ I Ir I\III' I *%d I II b • M 1LWI t'i'I.1iklia AI, ItJ!': (W ;iI .tt;l1M1'K •- 1S.: /4., Kt; L. .. . SHhAK UHLUK : ✓ 0.76 Si. K Al 74.00 .IN. PROM M.t S I Kh IJ!a ,iIJMM'KT ( K. :.L) Ut4A14' LIMB L L VI: LUAU t'Itd MARY. :ikt;UN11'. I KJ MARY :ih t;UNLI.., I U I AL S 1 KE SS P t . 1 1' I . % F' 4 4.00 0.00 / .43 0.43 2.44 0.00 2. Y:. 1.04 ' t}.yt.. 14./5 `/ 6.44 4 ' ....... . '- 1.S.L16. r -. I _ .. 14I..., 4 . , ..' .. . -4.66 ; - -/.04 ' . 0.00.. .. •4i../1....:... .- 0...1:4,.: U lit- JOB L:tAM I•'h.NI I KPH I I.t1N 11NAI. Y:J1 5 'I•P F'KI.IJle I :. J1Uh.LNW. I:AIh I1-.1•:.1A (IJK1.1)AI) RUN 1.IAIh : BEAM [ LIL• N 1 : ltt31A1 CUNI:Kh I t- .:LAB W1),I I Hr 0.00; I tl.lt :KNh ;'i:i= 0.00;; K1 H Ut• I•' I H- 01 00 PENG LN I t;UJ11'-'1JIi1 I L•.: 0,0Z 1.o.0 :c 1 t• Y = `, 0-.- 1- -U4 ALLUWA/ LI4 U I NVAi.il::i I K:'it 7 ; li 1 :.L• L. -• I L:Na.t tJNm 33.007 t;IJMI'K -40. 00 LUALI.INU t:IJNU.l I !WITS; 301:3 1.1t.AJI_ LUAU; L1:iIlU8U1t it yLll I SHANI ; . A I MIMP I It *r. tII PI AIb'•( I151-II. 0.00 16.00 *k::K :i I Kl:li:i 1 AL.t;UL.A 1 .I. UN Ml: I HULI : :ilJt•'F.KI-'US L I I.UN ►►ball _1_►1a1►z_ MIIMNNI ;+!►.'Je: �:Hl -pl,t� L1Vt LOAM ; Mt1Mt.N l w 411.40? `;Hb.AK- -0. L.IJAJ) OA:i;.: 1 44-1-----M1,141 Lt1AI.1 I '. NMII4r 24 .0(1 j: 0.04 24.00 0.06 Kl' /P I . eUNI :.N I KA t t1I 16.00 6.36 K1 P'S )1:*:% 0.0Z KL:11tJt ;1.1.1 l. .IVL•. LUAU i ;i1.IL: - 1►-.t: ti -1-14- 14444 - 14714 . . ' 0- v-0-41 (1-. HU 1 I r04) -- 0; 0E1- 1E4.L/•1 -1-. CU t..ttA I E-11. UUNI:E N I KA 1 ELI . !,4i!•ti: NI.14At LUF .°-1'IIMI.'W "+'i1111: 1.011'1 I 11l!1- mI1- (11q LUN tb• KlE'S f=nc1'4. Pa.• il.n) .YS K1t'S Ht 14.00` LN. 01111111•1 LN•. Lbt• 1 L•.NU UP BEAM I U M.I IIP' I Oh BUN= 72.00 P I . 1 UN t'll• }m.AM I U (111.11' I UV :'iL.0 I = 10.0() XN o Q 1 K `-' RB2 BEAM ANALYSIS PROGRAM SPAN LENGTH = 21.00 ft LEFT CANT = 1.50 ft RIGHT CANT = 1.50 ft UNIFORM LOADS (k /ft & ft) Wd W1 X1 0.055 0.000 -1.50 POINT LOADS (k & Pd P1 1.520 1.900 3.040 3.800 3.040 3.800 1.520 1.900 REACTIONS (k) Dead Max : Live Total Min : Live Total MAXIMUM FORCES V max = 7.55 k @ 0.00 +ft M max = 45.15 kft @ 10.50 ft M min = -5.19 kft @ 21.00 ft M = 0.00 kft @ 1.45 ft M = 0.00 kft @ 19.55 ft DEFLECTION DATA E *I units = k -inA2 LOAD Total Live Dead TOTAL Defi L / 180 L / 240 L / 360 LIVE Defi L / 180 L / 240 L / 360 LEFT RIGHT 5.220 5.220 5.836 5.836 11.056 11.056 -0.136 -0.136 5.084 5.084 Defi (in) 3711685/(E *I) - 823751/(E *I) - 823751/(E *I) 2052274/(E *I) - 464162/(E *I) - 464162/(E *I) 1659412/(E *I) Main Span E *I 2651204 3534938 5302407 E *I 1465910 1954547 2931820 ft) X -1.50 6.50 14.50 22.50 - X2 22.50 X (ft) 10.50 L .C. R .C. 10.50 L.C. R.C. midspan Cant. E *I 4118755 5491673 8237510 E *I 2320812 3094416 4641624 viatta.. -e., 81 Lin kzr ace c+ ien =2OI 441 673 _ 18 .4 In 2? (xr 1 c' 08/01/90 90775 in 4) 1 2 (,/ r c. v./24 * S' S (fr - ?� ) RB2 (ALTERNATE) BEAM ANALYSIS PROGRAM SPAN LENGTH = 21.00 ft LEFT CANT = 1.50 ft RIGHT CANT = 1.50 ft UNIFORM LOADS (k /ft & ft) Wd W1 X1 0.055 0.000 -1.50 POINT LOADS (k Pd P1 3.040 3.800 3.040 3.800 3.040 3.800 3.040 3.800 REACTIONS (k) Dead Max : Live Total Min : Live Total MAXIMUM FORCES V max = 7.69 k @ 0.00 +ft M max = 42.87 kft @ 10.50 ft 2G I M min = -10.32 kft @ 21.00 ft +--- �� M = 0.00 kft @ 2.92 ft M = 0.00 kft @ 18.08 ft 'U.Q4 : 94. 18.oe t qp - (� 8 DEFLECTION DATA E *I units = k -inA2 LOAD Total Live Dead TOTAL Defl L / 180 L / 240 L / 360 LIVE Defl L / 180 L / 240 L / 360 & ft) X -1.50 6.50 14.50 22.50 Defl (in) 3494501/(E *I) - 758744/(E *I) - 758744/(E *I) 2052274/(E *I) - 464162/(E *I) - 464162/(E *I) 1442228/(E *I) Main Span E *I 2496072 3328096 4992144 E *I 1465910 1954547 2931820 - X2 22.50 LEFT RIGHT 6.740 6.740 7.871 7.871 14.611 14.611 -0.271 -0.271 6.469 6.469 X (ft) 10.50 L.C. R.C. 10.50 L .C. R .C. midspan Cant. E *I 3793720 5058293 7587439 E *I 2320812 3094416 4641624 08/01/90 90775 w24 ASS 0 , K• BEAM F'f:Nh I t'A I LUN ANALYSIS KUN- U4.1..k:.-- 1-'.-=.`i.!-_ Y0 .I LU NI: K82... `NAPE: W?4X !1rii i_LNtiJH= 22.00 h'1'. --i W4b*h k I E : 1 -l--Ll ,t -1J-Mi = --0 04 1- H-#-4: K-14k -N - , .- 0- r0- 04- 14-J- H-01: F'4-H = --0-rV V ALL!JWAJfL.h SIht•.:iShS (KUL)> N1E:t-L IEN!aLIJN- 1.S. /6i UUMPK.= -21.60 UUNI :wE.I E. GUMI'K. = '2 .1:441 SHhAlt = 14.40 F'tf.'t ;h N I UIJMh'I.J!a 1 1 I: 0.0Z h' 1:- 3.0 KS.l F Y- 36.0 KSJ LUAU LNLi I,;t1NJ.I l I ,UNS: f Y Nh Uh LUAU ---* .'K U1.AU LIJAU: L1;; I I<J JIU t E.0 0.00 0.06 21.00 0.06 KN /h l . .CUN& 6.0 3.04 KIPS CUNI;kPI'INAtElt 11.;10 $.01 K1-1 MUMKN 1 0.00 -2.3y KJ' -H t . MUME.N I 21.00 2. Jb KI--1 I . 4= t) -.-Q -Z - 4 .:-JM t'd LAVE L U A-J. ;i- 1.1 -L. : 111SIKIHUIL/L 11.00 . 0.00 21.00 0.00 KN /hl.: CUNG NIKAIE1 6.t0 b.00 KIPS L :UNL :LN±l*A -I-LU 14. MU .S.UlJ KJ1'U MUMh.N I 0.00 -!)./0 KF' -F 1'. MUM1-.N 1 21.00 .6f0 KF' -I• i . . * *I SIRENS GAL.( ;ULA I l.UN Mk I HIJJJ UNt:ttl'U!5 L I IUN li tk'!- H!0- 4 I N4- 14A 1 1 VM =1 :11MP11'1 -!i4 l 1IN i Ptl': 1 1) Ul ='l F Ns 1 uN - SLID I SHAPE: !1C t ;1ttt; !IC LE.h C LNL1 UH :.HkAM 'I U`. MJ UH' f Lit- SLU 1 a 11 . NO 1.1 .: 1UP 01- BEAM 1'1'J` M11JH17 :t)i-: 51.111'- ; '12.00 IN. A l M.UM I Uh : iL.LI I : I 1 1 - R ► I I IAJJ MUOLN1= 6 - 64 i 'H'- A'= -5 - " LIVh. LLJAJJ: MUMLNI ; /3i, :SHhAJt= . •-4.17 SHEAR L:HheK: K`SL S I) L S SUMMARY tKSI) • E:N0 0h JIJJj LUAU LASE.: 1 UISI 1 1_UALI 1 LIJSI LUAU 2 HI= 12.00 LN. WIUIH= 12.00 1N. MIUH'I :iI1tESS AI HUI IUM OF :iIhEL, CILNSN)= 1.2Y KNJ. M111N1 N I Jth'S:i A T )0P 0H :i 1 E.L. ( 1,;UM1h) =_ -1.2/ KSI . t1.UV..JN.. 1KUM MJUI'1 .. U1 AU LUAU L (Vh' LUAU IU1AL PRIMARY SLL :UNJJ. PRIMARY :ihl ;UNU. li I REDS 0..42.. , ..., V.b2 ,.,. 0.49"`, d 14..1' . . 1.22 0.22 1..4b :5425► f V ....0./2 -0.44 -0.51 -0.b3 -2.20 "'' SCAM h'I.NF Lt1N ANAL.Y31S Kh'h F I_ XILJt: -t.: I : 1 {UEJNU 1:AF E LLN1 A (JR:' . JI(a t) t.UN 1tAJA: 'L) -1 l- F' -Y_U l"• AM L 1JF N t : j4132 • • ;,HAYS.: W)4 131 '' LENt3 t M= 21.00 F t . . t•uNt•to u-; !-It pH W111'IH= 0.UO. THtrat tE.. '_,4•p.oj; k''T II tt1•b''LN= 0 -(00 Phttt ;hN I I;IJMF'USi I L•.: 0.0Z h•' l.•- 3.0 I L h Y- 46.0 KS.I N= 9.3 ALLUWAJ:ILE :i I MES 3L:a (K0114 . : S I h1: :(. .- I E :NS' L IJN= 23./6; I.1JMPR. -21.60 t ;LINT ;Kk IE t:UM'K.= - t..R.7a i Hk.AK = 14.40 LUAU LNli 1.1JNJi t 1 .tIJNS; fYF'F (JF LLIA11 11131M111011:41 • CUN1.t:N I MA t:U . 6.00 3.04 KIPS MUM .N 1 0.00 .-2.3* Kr -F I' . MUMLN I 21.00 2. ,!1h KF' -I- I -. . lat. M I_ 1 I. U A 4-- t.7.-31j 11131 M 131J`I k.1 ' .. .. 0.00 0.00 21.00 CUNUhN I KA I I_11 6.60 • b.0( Klt'$ CUNt ;kNIRAtk11 14.h0 3.0(J KiI . MIJMFNI 0.00 -S. /0 K1 MUM)N1 21.00 b. /0 Kr -hi. * *X 'I31 I' l t.AL.t ;ULA t LUN ML I HIJJ1: ' !3(Jr!~MNI.J'i L 1 .LIJN SLID I SHAFT..; * I; LMU * LUJAIJ I.A. E.: 1 11151 ] LUAU 1 1.1.1 S I 2 0.00 0.06 21.00 MI== 12.00 1N. W111IH= 12.00 IN. LlJ- l 011 111 MEW ,'10 MJ 111''t LIh b1.01= 10.:m 'I Ur UI• NEAM E' .M11Jf'r "Iti .H..$LJl .2.00 1N.. AI M111rI Uh SLUI S 1 NE.33 SI.JMMAKY (KSU) 1'1,. 1 rl•. 2 f • NI. 4 LI VF LUAU; MIiMkN 1' = 22.Y0 g. SHLAM= -0.37. SHEAR L :Hh K : i V= 0.•UY' 0.00: 1N. hKUM Mlllrl. IJI AU LUAU SJUN LUAU 2 M11.Ir 1 S'1 Kh.SS A l l4U 1 • I LIM Uh S I k:1:L. (7 F NSN )» 4.94 KS1 . M11.II "t W110.33 Al IUr 0h . Ikt,L. lUIJMF'K)- -4.1:1/ K:31. L1VIz LOAD 0.06 Kf' /h 't . 0.00 Kr /ht.: 10$AL lKiMAKY SI:L'UNU. PRIMARY :ft I IJNU• ti1KE;;S Res ?..44.. • ..... 0..00 • ... 2 r ,. 0`.01 .:::,,:..:.::,.. 4 .. `iS. ;;, ... 1 :,:24 0.00 1...i " 0.0'3 .. 2.64 'i' .. I -2.3] 0.00 - .2 . Wti . -0.02 -4 • ti/ 6/ BEAM h'FNh. I KA I .IUN ANAI..YHJ 5 - itl ' k k - k'ttl ► .i!^ ' , , G)1) KUN- -11(1 1 k ; 1.: ,.i - M 11Jt M t ; K@'.: t$HFIF'E ; WV4X :3b i l.F NL 1 H- 21.00 h' 1 . C U N 1; K F 1 h : 4)- - 44) -- h-l-li --411: W-H+' --41.0 V F'tI1 ;hN1 t;11MF'IJ:i.lIL:: 0•07. h''t.: = S.0 KS1 h Y- 36.0 KH.t N= Y.3 ALLIJrWAJ L:: (KIWI 1 L. . - . 1 k:Ni IJN= 23./6/ L;uMNK . = -2t .60 ;LINT ;KF I k I ;UMF'K . - -1 ..i HF AK z 14.40 LUALI LNIi l;IJN1.t t 1 .111N5; fYYF uh LUAU U(% 1.1 rr A-&1 D1 1K1BU1FJJ CGUNI ;kN 1 Kn I E11 I;UNL:L-- + MUMh.N 1 MUMI.N 1 M11MI;H 1 MUMhN 1 5Lt11 SHAft : >x I;lNt.: A l MJ Ut I Uh SLU I ; SHFAK t t lk.L;K ; I- V= 1 3 . KUL 1,A SID 51JMMANY (Ktil) LUAU L;AtiL.: 1 1115 1 1 LUAU 1 }.1.Iti I .' 0.00 6.b0 0.00 -2.3S 21.00 2.3b IU 0.0Z XC:004A-4- 17.4VE.. t.UM1 i 1)11i1W1HUil:lt .' 0.00' 0.00 L'UN1;t:N 1 KA t tal +5.50 6.00 t:UNt. 0.00 21.00 U AJJ l.IJAU 0.06 21.00 3.04 KIPS .LJ.V . LUAU: 1UMkN1= 5.1i /➢ .$HF'AK= 4.63 lw -t-r. KF-F 1 . 21.00 KIPS' ,. �. -b./0 KI'-h I . b./0 KF' -F 1 . * ** ;i l K!~;iy l;ALI;ULA i '.l UM MF I Hu1J: SUPENf'us L r'.IUN • _( ti1kF!i!iEF;: N-HAI lut.r2 :11MF'kFSMltttt+ MIIh;11 1UF= 1FNMiItH L�h'r 1.Ntt,.taf jTh.At) 'L0 M.LU -'t 111' ,:+1_U 1 z 2.b0 •h'1 . TUN Uh 1 {kAM 11) MLLIP'1 I '!iLt11= .. 12.00 114. LUAU 2 Hl= 12.00 .IN. WLU1Hm 12.00 1N. L'L4 t tS-al "-Av. . 1.. . 511111J1 ti l htt5S A l JiU'I 'l UM Uh S l h bl. (I L:NtiN) = 1.42 K:31 . (tiJ.IF' l S I Rt.H4 A I I (11' UP S l l:l :L. (J;UMPN):: -1.40 Mil. 0.00:: 1N.- hKuM •,M1urI L LVk LUAU t Ni MAKY t• ;F t :UNU. NKJ MAKY tit.L UNJJ. h' 1 . 4 -0./2 -0.44 -0.64 0.06 KY /h1. .0.00 10. IIJIAL ;iltFti5 -2.3Y V �r tv -0441 41 .1.22 • 0.2/ 3.61 3.40` ft RB3 IMOD •Ibe BEAM ANALYSIS PROGRAM SPAN LENGTH = 16.00 ft (Simple Span) POINT LOADS (k Pd P1 3.280 4.100 3.280 4.100 REACTIONS (k) Dead Live Total DEFLECTION DATA E*I units = k-inA2 LOAD Total • Live Dead TOTAL Defl L/ 180 L / 240 L / 360 LIVE Defl L/ 180 L / 240 L / 360 UNIFORM LOADS (k/ft & ft) Wd W1 X1 - X2 0.050 0.000 0.00 16.00 & ft) X 4.00 12.00 LEFT 3.680 4.100 7.780 RIGHT 3.680 4.100 7.780 MAXIMUM FORCES V max = 7.78 k @ 0.00+ft M max = 31.12 kft @ 8.00 ft 4 -- Defl (in) X (ft) 1570037/(E*I) 8.00 831283/(E*I) 8.00 738755/(E*I) midspan E*I 1471910 1962547 2943820 E*I 779328 1039104 1558656 ran., • 45 kR -R- V C.) ‘ 1 - H - ) vica g4ier 2q,000 C r ir letcr., 08/01/90 90775 67,7 tr1 u.e:e vn1-A22 (A-?‘) Rri 4 kpff consulting engineers mottle wesnlnalcn F OOT t e a t 11 (Wo f 4 -- U t' 2, O r C ( a x) w ` 9 7, 5 r s . I.4 ` • IT 2 = 25 = S4 ,r Snow LoaJ 1 6,6-' 4 C' + IS - 1.45 t 1f' ( `c 1 / p [ ` p I? .I I. IG Iz (P L) 4- I . I 1 k (L L ) ' G. ? J I"� f 1 c rt (.14erd-, I4S>(I cy I�'I * 8 - * 1,41 k ft • f Q 7O,0 iv -Pi- 1 6 + 6)4(10' • 18,T tn 4 - r = 88,61.,¢ C / � G � ' � '' ?8°1 129S P Pz Snow pri1C+ max." �j /� pol.et f5 C el no 1. G C ' I "ti C4i loeotlon etl.nt 10(6.5). 24 a s PL G. CO k 244k PIIHcr ( Boor rR - c A •• Urc WI?w I4(A OL 1 r' 0• G9 k G. 86 k w 5S P l9 (b n ,. wt') (S e att - a u io \n/24 SS (A -76 k (See cril"a .I 16=0 (fri nx.7 clot. 8 chocked (re, brl o„./.2 ss ' �' s,s' P r S p, E' C' mss' ••• u l e W16 x''3'6 (A-n> u+•.t no. Rre Iob no `70 40 p P RB5 BEAM ANALYSIS PROGRAM SPAN LENGTH = 3.00 ft LEFT CANT = 5.50 ft RIGHT CANT = 5.50 ft UNIFORM LOADS (k /ft & ft) Wd W1 X1 0.055 0.000 -5.50 POINT LOADS (k & ft) Pd P1 X 0.690 0.860 ' -5.50 0.690 0.860 -2.00 0.690 0.860 1.50 0.690 0.860 5.00 0.690 0.860 8.50 REACTIONS (k) Dead Max : Live Total Min : Live Total MAXIMUM FORCES V max = 3.40 M max = 0.00 M min = -12.46 DEFLECTION DATA E *I units = k -in ^2 LOAD Total Live Dead TOTAL Defl L / 180 L / 240 L / 360 LIVE Defl L / 180 L / 240 L / 360 LEFT RIGHT 2.110 2.110 4.300 4.300 6.410 6.410 -2.150 -2.150 -0.040 -0.040 k kft kft Defl (in) - 23445/(E *I) 358610/(E *I) 358610/(E *I) - 12539/(E *I) 188732/(E *I) 188732/(E *I) - 10906/(E *I) Main Span E *I 117226 156,302 234452 E *I 62694 83592 125388 - X2 8.50 @ 0.00 -ft @ ends @ 0.00 ft -t-- X (ft) 1.50 L .C. R .C. 1.50 L.C. R .C. midspan Cant. E *I 489014 652018 - 978028 E *I 257362 343149 514724 S,. 08/01/90 90775 WI 1 147 S -;o r• 14 :c unto r` a Cr cl te (1 1" 1, 29 coo 225 in in 47 ✓ (Are Wh' x SS RB5 (ALTERNATE) BEAM ANALYSIS PROGRAM SPAN LENGTH = 3.00 ft LEFT CANT = 5.50 ft RIGHT CANT = 5.50 ft UNIFORM LOADS (k /ft & ft) Wd W1 X1 - X2 0.055 0.000 -5.50 8.50 POINT LOADS (k & ft) Pd P1 X 0.690 0.860 -5.50 0.690 0.860 -2.00 0.690 0.860 1.50 0.690 0.000 5.00 0.690 0.000 8.50 REACTIONS (k) Dead Max : Live Total Min : Live Total MAXIMUM FORCES V max = 3.40 k @ M max = 0.00 kft @ M min = -12.46 kft @ DEFLECTION DATA E *I units = k -in ^2 LOAD Total Live Dead TOTAL Defi L / 180 L / 240 L / 360 LEFT 2.110 4.300 6.410 0.000 2.110 Defl (in) - 17240/(E *I) 327960/(E *I) 200528/(E *I) - 6435/(E *I) 158082/(E *I) 30650/(E *I) - 10906 /(E *I) Main Span E *I 86201 114935 172402 LIVE Defl E *I L / 180 32175 L / 240 42899 L / 360 64349 RIGHT 2.110 0.430 2.540 - 2.150 - 0.040 0.00 -ft ends 0.00 ft X (ft) 1.41 L .C. R.C. • 1.27 L .C. R.C. midspan Cant. E*I. 273448 364597 v 546896 E *I 215566 287421 431132 ✓ 08/01/90 90775 ,•, w2 " S S O, RB6 BEAM ANALYSIS PROGRAM SPAN LENGTH = 21.00 ft (Simple Span) UNIFORM LOADS (k /ft & ft) Wd Wi X1 0.040 0.000 0.00 POINT LOADS (k & ft) Pd P1 X 0.500 0.650 3.50 0.500 0.650 7.00 2.960 3.700. 8.00 0.500 0.650 10.50 0.500 0.650 14.00 2.960 3.700 16.00 0.500 0.650 17.50 REACTIONS (k) Dead Live Total DEFLECTION DATA E *I units = k -in ^2 LOAD Total Live Dead TOTAL Defl L / 180 L / 240 L / 360 LIVE Defl L / 180 L / 240 L / 360 LEFT 4.207 4.796 9.004 MAXIMUM FORCES V max = 10.91 k @ M max = 64 kft @ E *I 3638356 4851141 -r--- 7276712 E *I 1961553 2615405 3923107 - X2 21.00 RIGHT 5.053 5.854 10.906 21.00 -ft 8.00 ft Defl (in) X (ft) 5093698/(E *I) 10.55 2746175/(E *I) 10.55 2347469/(E *I) midspan 08/01/90 90775 -Fee (.41-tbo - Q. e d IerA` • S AO 4,8C13141 161.7 fin 24 4O G (*T ÷fa in 4 2 Wei U., v./1G (^-76 2 kpff consulting engineers wank, wathUplon Weisel 1€ f° WI Q C Al t't i c► location YLi 14R1 W 1 I G1 client . in it 1 of- - H u f `T t t uts.t no. tl' C l dote 1 V dot* b.. q0 CO LU -'(1NS C kpff consulting engineers washington .. 0 . 7 prof4ret i000nOn Ir . MOM OM. M.N. Te 41.1' .1111•■■ • 1 Gbscbad 8 Moot no. C2 "f077c N (Relc.'? 6 "..) CR ) (Ft-, f Cc• r10X. Le0d) C o tAyr% Ver:t 1.0 ct kpff consulting engineers iwttlo washing ton C1 - PLr ('I.L1 22-6 t 2 ?,7 44.7k ?) r I C ( F ' - (' allow / QT S'G •1 L clt...nn Lo,Jr tio Table ✓ p �� p eGr�d Liner 0' :` F P /44.3k �! r S, 3 IT (,no ) e.) s3 k ) . 4,46.7 k ,-+4r ti 443 c . ' 9 , 7 ? kti 10.6(12) 9, I S f%, b - 3 ' 9 f kri 4-.7? • 19,7 location C21 CI..'I?LL. .l �, • (5'Q (InAA) / of levv * 43 iv 'For W'4 " 1 C col L1re. W60.15 Col al 611 Grid 1.11--• 77.Ik Rel e Fe C l i Two I �` moo T u 1`c v„;14 ell�nf I I i I 1 cr. " r 1 U G,12k k Fir Is,�'(4) • ?G.4 2 1t•In � f `'1 c' ( ?6) x 647 -. r 80 i� -Per. Tis 646. Omit no. C? lab no. gC (CGL uflNS - confi Tr ;6 -� C41r (9 5 ` Or q {qq �tr1t•� In L orerak" S'� er�ar� f - to.6 Tr 41 TS 6.6 - is (122 . 71.7 FC F'a►• l&2 kri Pr - .464.4)- 27.4 l�rl / 2 7, ••73j 9,75 (4 1. v) .s �I • (arc TS 4. GK ?/ 1.42-r ? k ' 132 1.4 u'(•t) . • 112 • • Ute 7 • . Race r? C-r at I - kpff consulting engineers s.attl. wanhngton I c e ft Fen- C? project I'GP►r q Ca fe - fiv (`I locallon T1,11;%.,; i4 ell.n! f II(Pt ttL4I I (cot, UhlN r C2: r• 15.6k P.ri:w,.) Z , v moat.) I.7 im (ma )<2 .( See r ra l Lam. 6� . -a � e� , rC Ire rn. 0 - 4 ! ~ F it A f ie, = - 0:881-v .1?.? k f-f' (Yr,a>( ) -It _o. 17202) 21.5 i.4D KQ. „ IS(I ?) r f I2. lO S . 7..76 .�G r 1-rrt r,4 s 1.1. $ Err; IT% • 27, 6 k r( 3.40 21.0 11,8 27L`I_ 2� I.2.( (c. 1.7 ?9 •P" -{-� . a(1c,44 > 0.62E' 6 C•1 s)CWCJ '• Ur e / rf' 6 • . l c C l ". 6 Per -inn. T.!! N7/ Cali a(cm er4 OT Wall( TH dot. • ` I O checked dale Ccri t • , .•n* 52(47 1G4•ft- ?•c lob u+..t no. C 4 kpff consulting engineers Seattle Washington Waled location client GPsYmo 1, 0 7- ref I Lot Jt I ch.ck.d LATERAL ANALYSIS E DESIGN — 7 -9� shoot no. LI lob no, 70-7 7c kpff consulting engineers math* Washington �. AT E IQA L A Iv PA L.Y S I S 17 Sc l .r rnt c 2J Wl rt41 poh.ct I ✓" I r1 q C O location 'ru <W i a chant i (1 Pr -H'II 7TC dot. 7 0 chocked dote 7*Q,'O (tone ) g r 1. C7 Tv C /4 r S a t' -rm • 0. o ?O h„= IS,L' ,()PO(S) C,1S'2 rec. I.2S"S (•251.51 A 0, 70(1.0)(2152 = c ,.C c?, I.7(I. ?X(I72(1.0 ) 24 . s f,r F •�' S� tr'rn ( C. 610Verr - It. tr, V/tn o GCv err t to I,S Urc 275 rricltc g w ' a. 1 oRw shiest no. L? lob na 30775 (1:70F reVcri lr \/■/ .0206 I 690) + ,OI CJ( 5 207( fit "J + 114 .0 k = 300 (rirc,. /Para / rrt trc• •• _ ,I07 (200) ?O. < (each of ts C = I. ?('o C2 C *I.? • 1�7 P tr (9o mr z * 1.0 riau. 1o:a,rc rhea,- oluv - hi Wirt d `5 -w J l (- i c • .076 6, 5 2 r SRI 0 k I N " S JirrCI�Cr1 kpff consulting engineers wafll. Washington Flexible I'Jia h�Q�rn u ?orq k profs► t ' c IY1 ;,a 1. 1 o 1 ' location c11.nt 39 re) II. - H II : 3T? kW .r . , • • -- i �U ■1 (a ti 2, 420 kV: iLLa�ifiT..4 /Ll /Ulm 16' I6 .324 ttlf ORIN, 416110. 127.4 7.I Chord Irorepe ar< ne ibly :I chocked 8• J H b! I rn -Ft M..1 no. L J lob no. 70775 North - Sou ► .1 lrmic 1 f io G .764 r • 24 74, 8 ----j 4. 23.7 24 J 0 0 O ` 24 " 2�" 24 24 (81( •24. �.7 ti 1 S n 3 3 0$ -4 C kpff consulting engineers i.alll. woihIngton Procj L 1r1C r t se 27 Grid Lir-Ie 3J C-t r-i d L iris �+) Gr;o1 e location I u 4 W I: a client 12 Gc r i of L hie (. — N a r't'n - S'o u'I41 r - ern k 2 2- t Oracy I ` 6 11 ( k ' ��. * ►. 8U k (ca . -Frain e ) b dot. 7 chocked Ft-G4( rl rrarrlct (7 t( -rQTa t shoot no. �.s (La'T' 12AL - ccr.h lab no. (A 1 I ro .) N e i- {-1 - ro cwi to 11 G 11 era co FraM -0,066 t• .421 {a cw- (? tot'al ) Nerlgqrl rock t d r• r 4 i et 7.70 k t'cfia C C crver- rativeo,7 f=a rt= V./.rt 10 iA"ri c.4 o • Q it B'rac J � p' ' rarnc (5.?6 ` I7o I ow, -- aft- h/arfi Piirr 7 8 ' . :26' 6 V , " 2 1 , 5 �ra q F I 6".? k - &.4? /r Z ic from, N Dirt) -2.11k -I'3a (� r aC.- rr A rr1 reloW IO r a (' • 16.8k N ri rti ✓ kpff consulting engineers wattle washinglon 1010r 1"11 % r okracr woo., E e'tn c C location 1 client rr) ;I I cy- - HL4H Ina x. ear- = 3g. 4 r (L41 -f-c. \eV \,./1).-,ci 2 C.10 . 3 Hre -76 rq 0,-F 0 l c) t7.r. ctde L-°.18 4. o/e -, J s- pe ee-r: +-. fL4 (e '0 k4-v.n• rw nag Oide h. e t a I r 410 t oil= v 10 .0 1. 27,6 1z r-- 10,04- 1. 121. (61 10 14 r- etqff I"Fle of t rem .'( ja ? (-lyric:ft c■-, 04 "Fie•Xl le til'aphr crrel ci b L.ftro is a c11 Use 19 q q. ) Hs -76 Rc 0-P Deck La J8 4 w olt r chlr .7=4 /beer t'a f- ( 0 4 0047 k-r.Cee altach 1'a6lc. 2 a 1-7\A/ i Pc:4110 1. - 41 . - • 2,0S: 1 • (<4:1) '77 1,10 fr-P-1 1,0 7 k v inf V • .7.n • • 1.0-in-v 4101•11112XIME=1, H R *se cf checked date sheet no 1- 6 lob no. (LAT rRAL - cent) ( p I ASV (Arne r 1/ 2 /70) 7- 0.70 I 8' Gage 22 Side Lap Connection BP @ 24" C/C I edst ' , 11- $ Pa .. • ,•. q • - , . Spa 5'•0" :. _:.i :41,:h/1,';; ' • . 260 _.430 6'•0" 240 6.9+ 130R %300 6.0+ 130R I 7'•0' • • .. :•j� • lli .,1 7': 400 240 6,1+ • 8.4+ 46.8R I 1118 , 360 7.5+ 40.1R k 8'•0" I 9'•0" I ,. c y a _ , : . ,- ... „ 30 370 ^ = • 30 , 340 10'.0" = _ ,, _.. • F ?T .. :1 7:':1i F Ma 9 F F 5.5+ 155.9R • • .,. 10 5.0+1 155.98 1 5.0+ 156.18 10.3+ 9.3+ 97.4R ' 35.1R I 12.4+ 86.6R I 11.4+ 31.2R BP @ 12" c/c M10 4.7+ 56.1R ••...460300 5.7+ 1 7.3+ 46.8R 1 111R 40 6.9+ 40.1R I ". 90 ..' x•430 17. 8.7+ • 8.4+ 97.4R I 35.1R 990 (` :100 10.4+ 10.1+ 86.6R 31.2R ...- -, •": ,:a : -` ", __ TSW @ 24" C/C 9 0 ]x•."00 5.8+ I 5.3+ 155.98 1 56.1R 600 MIT 5.2+ 1 5.1 + 155.9R 1 56.1R 30 6.3+ 130R •600 5.3+ 1308 35 5.8+ 46.8R : : 68o7 5.2+ 46.8R 1 420 '_'T00 a • 201 7 48 _ 41.0 _ s _ 90 • 6.5+ 111R ` 630 5.3+ 111R 6.2+ 40.1R :.680 5.4+ 40.1R 6.6+ 6.5+ 97.4R j 35,1R • . . 00 5.2+ 1 5.4+ 97.4R 35.18 6.6+ 6.8+ 86.6R 31,2R .• . 90 •740 1 5.1+ 5.4+ ' 86.6R 31.2R TSW @ 12" C/C 20 , BP @ 24" c/c , : i•' A..._•::..Y'..i.390__67013 61U_l.,ae360 30 7.2+ 23.2R I. x;:350 L..k_470_(•,a20_.... 10.2+ : 9.0+ 56.38 1 20.3R 1 12.5+ 50R ., :.'380 i 10.7+ I 50R 20 1 11.2+ 18R _.,1 F =_:;,,,,-,i,,, �' F 5,7+ 1 4.5+ 6.6+ 90.08 1 32.4R 75R • v..---- 730 74 5.3+ ; 4,8+ 5.9+ 90.0R 1 32.4R 75R 5.7+ 8.2+ 27F1 64.3R .�. -- Y 6901430._,, 5.4+ 7.2+ 27R 64.3R BP @ 12" C/c .,,, x:.980 10.1+ 18R .,: 10 .rte_ .t,,� 1 :-_�. .•'• ��..-•., s I�^" " -;Mlittilik. ,.'. - 00 600 -6.7+ 23,2R "..x420" ' ' 8.8+ ! 8.3+ 56.3R ? 20;3R TSW @ 24" c/c '4K:++ 9 i N:•' f .0,20 . 90 ; X54 880 � 520 "r 30 • . 20 •. ' 10 '40 F 5.4+ i 4.9+ 5,9+ 90.0R ' 32.4R 75R '• .' q, .. 760 '890 ��750 F 4.9+ ; 4.6+ 4.9+ 90,08 ' 32.4R 75R 5.4+ 6.2+ 27R 64.3R .' 40J 780 4.8+ 4.9+ 27R 84.3R 5.9+ 6.3+ 23.2R 56.3R :;L1140Ttc.' 20 5.0+ 4.9+ 23.2R I 6.2+ 20.3R rs-` 060 i 5.1+ 20.3R I 6.3+ 50R Q80 1 4.8+ , 50R 6.4+ 18R _.M909 5.1+ 18R TSW @ 12" c/c _.4-re 1 "' @- c/c ,..11;j,:, ;_q _...:;;:.:. .;..150 1,0.1050 , • 640 860 '• 550 5.3+ 7.9+ 11.4R 27 3R :' ; 50 6.8+ 1 10.0+ ' 8.7+ „ .8R 234/1 i 40_ 1 12.5+ ' 1 _ .2R_ 00 11.1+ 21.211 Q_ I 8.0+ 1 21.2R j 5.5 + 1 20.9R =160 1 4.4+ l � i 21.211 i 4.2+ 20.911 _ X590. r.+11011.,.rsi�030_ 10.9+ 15.3+ 13.8+ , 7 BR 19,1J3 6,9R, .4050 ;.:;J80 . 10.2+ 13.6+ 12.6+ 7.6R 19.111 6.9R 30_Z150..1.6.30 _ 6.1+ 6.0+ 6.3+ 7.611 19.1R 6.911 F 5.3+ 14.5+ 6.2+ 38.211 ! 13.7R 31.8R ABP - = �:: q . ,: 71.:= F `!,eiN. 1 , F . +.=r.r _='» F _, 830 , 11 j 0 ,,;;L20_,, •.�930l 5.0+ ; 4.4+ 5.7+ 5.0+ 38.28 113.7R 31.88 11.4R :.; :11 ?.V . LO.:.„;a5o 4.9+ 1 4.3+ 5.5+ 4.9+ 38.28 13.7R 31.811 11.4R 1020- [370JJ.010___ 8.7+ i 6.1 + 6.1 + 5.3 + 38.28 1 13.7R 31.4R 11.311 830 7.2+ 27.311 •``rzo0 5.8+ 27.3R :Moo ''�! . 6.4+ 9.0+ 9.811 23.8R 80 20 5.4+ 6.0+ 9.8R 23.811 1 � 8. • 6R 0 8.1+ 1 8.811 400r+ j 5.8+ 8.6R BP @ 12" C/C TSW @ 24" c/c 18 307 .d77_(L 87 4.9 + 5.4 + 4.8 + 7.511 18.811 6.8R SSW @ 24" c/c 20_ 5.9 + 26.9R 080 ¢60 ;`,990810 5.2 + ' 5.7 + 1 5.1 + 9.711 23.5R 1 8.5R 111144 090.0150 4.8+ 4.5+ 4.7+ 9.811 23.8R 8.6R 0 4.7 + L 6 A 3+ 4.7+ 7.6R 19.111 6 . 9 R ,.1390 X240 E 3340 ~ 4.1+ 4.0+ 4.0+ 7.5R 18.811 8.811 7, 7 77 4 X 1 8 •71050 •:1250,. _i010, .1160 040 • TSW @ 12" c/c F _ 4.4+ i 4.1 + 4,5+ 4,4+ 38.2/1 : 13,711 31.811 11,4R 4.5+ 27.311 SSW @12 "c/c . 70r7810 • ";14701660 F 5.4 +; 5.1+ 4.7+ 4.5+ 38.28 13.711 31.4R 11.311 . •1390 4.5+ 26.9R J 50 :- 1330 =�{tj0 4.4+ 4.3 +1 4.2+ 9.711 23.511 1 8.511 8P @ 24" c/c ,-_,; q .•,:;; ,._1000I ,1350 820 ..1 , :.700 . J50 ,'1,_620 840 500 ,.,,,880_ 10.8+ 15.5+ 13.5+ 3.9R 9.711 3.5R e00 • _;560 20 F 5.4+ 1 4.5+ 6.0+ 5.0+ 19.581 7.011 16.211 5.811 Q " = "1 0!0 D 4 0 0 7 - 9 0 0 • "9170 7.8+ 13.911 Be t4 1 - i 6.5+ 5.011 010 9.9+ 12.211 680'9O I 8.5+ 4.411 "Di ,550 1 x;;; 750 1 12.5+ 10.8R i Q j BP @ 12" C/C 10.2+ 14.1+ 12.8+ 3.911 9.7R 3,511 F 5.1+ 4.4+ 5.5+ 4.8+ 19.58 7,011 16.211 5.811 7.2+ 13.9R 6.2+ 5.0R 9.1+ 1 8.0+ 1 11.4+ 12.28 r 4.4R 1 10.811 TSW @ 24" c/c "�_ _�"�,;; ' � •.1� 30�)�440 970 , . 2 ;,':920 - "TOO _ 900 070 910 1040 9301 F 5.0+ 1 4.4+ 5.2+ 4.6+ 19.58 7.011 16.211 5.811 5.6+ 13.911 5.1+ 5,0R 5.8+ 1 5.5+ I 5.9+ 12.28 1 4.411 • 10.811 5.9+ 6.0+ 6.1+ 3.911 9.711 3.5R +1440' 1140 3702 3.8+ 3,8+ 3.7+ 3.9R 9,711 3.511 16 SSW @24 "c/c 1; ,:4 •� 41® f890 77 1700 X310 1.630_ 240 524,, • 1 80 _1420 F . 4.9+, 4.4+ 4.3+ 4.0+ 19.58 • 7,0R 16.1R 5.811 4.2+ 3.9+ 13.811 5.0R 4.0+ I 3.8+ 12.1R i 4.311 3.9+ I 10.7R TSW @ 12" C/C " " i "q" to :.T339 [ 1 590 1280 _•x60, 1290., 420 350 t 430 420 1470 • 1540 F 4.5+ ' 4.1 + 4.3+ 4.1+ 19.58 • 7.011 16.211 5.811 4.4+ 4.3+ 4.3+ 4.5+ 1 4.3+ 13.9R 5.0R 12.28 I 4.4R I 10.8R 4.6 + 4.2+ 4,6+ 3.911 9.711 3.513 SSW@ 12" c/c 2110 , „ 71 80 • 2060 •_ 3 .2+ 3.1+ 3.1+ 3.911 9.711 3.5R „ ,r-r 7 -4. _ :2150 2420 ,,2020 2410 60 80 1810 - 1930 2270 79 8 21 , F 3.8 +: 3,7+ 3.6+ 3.4+ 19.5R 7.0R 16.1R 5.8R I• 3.5+ 3.3+ 3.3+ 1 3.2+ 3.2+ ^ 13.8R � 5.0R � 12.1R I 4.3R ` 10.7R Type HSB -36 DIAPHRAGM SHEAR VALUES (q) (Lbs /L.F ) AND FLEXIBILITY FACTORS (F) 4 WELD PATTERN TO SUPPORTS 7 VERCO MANUFACTURING CO. PRIME PAINTED OR GALVANIZED C kpff consulting engineers teethe washlnplon ct c� H H H Diolect tocatta, client 3e � v r r11 02 e t -a onr a, (J,fnenticrls, ffl evnlacr( L ncl of a . F ;I 3 I L dote - �/ checked dote r H H I NI IMO• no. iOd ma. .-• JII., r o cat un r c'1' f rO Ce ol rrAm°r 1 \ 9 \ / I 1 • / I / / \ 41 (4› "ZnI\ frcl mt R; \I (1, . V- c Nc- V I- \ 1 \ \ z 10'9 dP ) )1o*E ■ 00 7 49'Q J. r Lac 742k � \`7 • 1.6 k 0.70k 0.601e .120/.147 kW .1`10/,20 1{If 94= 0 7 C wIG421 ` !047 kU 7 79 (G d IS : 6 A''7) 7=9 n 15.26 k o.4 OREt 170/ k 1-P comffecar" \ A/16 4FI? !Th I. k o a k - I W?C101 I F ' f , f - •-- G 'I ,4t k142 7:9 • Lir " 6 7 :'? c.2 k 0 3-c 16.7 k < e r r kpff consulting engineers • ,.attl• wa$hInpfon f'racvd rrarne r- c>•elrt4 s - e • - c1 i ," 2122(%, . .e/ -720 G S G • -ram I. .6) location cll.nt 2, C 2x1114,) c ) I ., C aL 01 r t M rt. t I .1 -� w i � Q � tll le • 1--fL...11 `L ANTrR>A L - (ifte rSG x C x 716 7?rocnt A A nc 4r- 6'0 its t. Ti -LI 4 • 't. TM r •c,.1 t dot. 1 10 chck.d date sheet no. lob no. 'i'07 A ^ r J 1.75 • 16 Z Tar 7,5 2 Gv ~ a C.' of I-r em N ot that 2. 1J Frame PI-051-am rip o Utz Yf6 x 4 te �6 br4c./ wh k iS Ccrti t e r valives 64/ 111,6 -fist f-i, °4G Ice; 41.0 a, 69 3 (,Ire 1.7.70? r,90 Loa c+ Ccynk n f G "1 to eh, eektern k,raC 4 C Ccn1ervavo� I. ?? 41) •i V•1 v4. k, •rta l me9 K •, (?. 4 4 <Jr'r I'� - arne '. Vt46n4X'1 ° 15 It > 4•.9 r7,4 _4t(.4.IS) 1. . .7'?7?7 6P IS,S tr G,a7 4(4) 3 • emk. O t.. l - p t., - P a - 11) `11.772 •. ut e • 4 - 74 ' m -t r e al r w /he•aty hex . ritArr o braecd �r atm< roe,tir,41 R. F'. Foalin BOEING CAFETERIA SPREAD FOOTING PROGRAM (L0 1) fc' fy Qa we sur brg b (ft) h (in) Pa (k) Pu (k) 3.50 4.00 4.50 5.00 5.50 --4 .00 /6.50 7.00 7.50 8.00 3.00 ksi = 60.00 ksi = C ksf ` (7 trltrPAl0, 12.00 12.00 14.00 14.00 16.00 18.00 . 20.00 20.00 22.00 37.61 49.12 61.66 76.13 Us.) 91.36 2:0 107.82 126.54 145.53 167.06 188.48 0.15 kcf 0.11 ksf = 6.00 in 60.17 78.59 98.66 121.80 146.17 172.51 202.46 232.85 267.30 301.57 09/25/90 90775 As (in2) No-Size 0.91 3 # 5 1.14 4 # 5 1.36 5 # 5 1.90 5 # 6 2.12 5 # 6 2.37 6 3.07 7 # 6 3.35 8 # 6 4.24 8 # 7 4.55 8 # 7 ( ! IS) + I + G) 4. ,o(G(t67(4 +G2 .` 4 = 1 I" / l Ftc(.2 (Cond. wal ( Pertrn. I) L I KPFF•CONSULTING ENGINEERS ' BOEING CAFE - BF1NS OF NODES = 5 (- Nu. OF SUPPORTS = 2 NO. OF BEAMS = 6 NO. OF MATERIALS = 3 NO. OF SECTIONS = 3 NO. OF LOAD CASES = 4 NO. OF LOAD SETS = 3 NO. OF LOAD COMB. = 7 NO. OF SPRINGS = 0 NO. OF OFFSETS = 0 NODAL COORDINATES (feet) NODE X COORD. NO. 1 2 3 4 5 .00000 12.42000 .00000 6.21000 12.42000 MATERIAL PROPERTIES =_ = = == 'ATL. MATERIAL NO. NAME 1 A -36 STEEL 2 GR50 STEEL 3 GR46 TUBES SECTION PROPERTIES SECT. SECTION NO. NAME 1 W16X31 2 TS6X6X4 3 TS6X4X3 MEMBER CONNECTIVITY MOD. OF ELASTICITY 29000.0 29000.0 29000.0 .00000 .00000 12.33000 12.33000 12.33000 MEM. NODE NODE MAT. SEC. REL. ANG. NO. I J NO. NO. COD. ROT. Y COORD. FLOOR SPRNG 0 0 0 0 0 0 0 0 0 0 POISSON YIELD WEIGHT TEMP. EXP. RATIO STRESS DENSITY COEFF. .30 •36.00 .49 .30 50.00 .49 .30 46.00 .49 SECTION AREA IX TYPE in ^2 inA4 AISC 9.120 375.000 TUBE 5.589 30.342 TUBE 3.519 17.440 DATE: 9/28/1990 PAGE 1 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. .000000 .000000 .000000 IY SHEAR in ^4 AREA 12.400 .000 30.342 .000 9.322 .000 KY CMX CMY CB UBL OFF. TYP. TYP. TYP. FAC. NO. 1 1 3 3 2 0 .00 1.00 1.00 3 3 1 1.00 0 2 2 5 3 2 0 .00 1.00 1.00 3 3 1 1.00 0 3 3 4 .1 1 1 .00 1.00 1.00 3 3 1 1.00 0 4 4 5 1 1 2 .00 1.00 1.00 3 3 1 1.00 0 5 1 4 3 3 3 .00 1.00 1.00 3 3 1 1.00 0 Q 6 4 2 3 3 3 .00 1.00 1.00 3 3 1. 1.00 0 LI , BOEING CAFE - BF1NS STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. MEMBER LOAD SETS LOAD LOAD SET COORD. LENGTH DISTANCE 1 ANG.WRT X LOAD MAG. LOAD MAG. SET DESCRIPTION SYST. SPEC. DISTANCE 2 DISTANCE 3 W,P,M,T @1 W,P,M,T @2 1 RDL -LEFT FULL UNIF. LOCAL RATIO .000 90.000 -.031 ONE CONC. LOCAL ABSOL. 4.420 90.000 -3.000 1.790 2 RDL -RIGHT FULL UNIF. LOCAL RATIO .000 90.000 -.031 3 RLL -LEFT ONE CONC. LOCAL ABSOL. 4.420 - 90.000 -3.200 1.790 INPUT INFORMATION FOR FIRST LOAD CASE = = = = = LOADED NODES = 2 LOADED MEMBERS = 2 NODAL FORCES (kips,feet) ___M_ = = = =___ == JDE FORCE FORCE MOMENT NO. X DIR. Y DIR. ABOUT Z 3 .000 -.600 .000 5 .000 -5.200 .000 MEMBER LOAD SET MULTIPLIERS == _ = = == MEND. SET MULTIPLIER NO. NO. 3 1 1.000 4 2 1.000 INPUT INFORMATION FOR SECOND LOAD CASE LOADED NODES = 2 LOADED MEMBERS = 1 NODAL FORCES (kips,feet) NODE FORCE FORCE MOMENT NO. • X DIR. Y DIR. ABOUT Z 3 .000 -.300 5 .000 -5.400 •.000 .000 .BOEING CAFE - BF1NS MEMBER LOAD SET MULTIPLIERS JAEMB. SET MULTIPLIER NO. NO. 3 3 1.000 INPUT INFORMATION FOR THIRD LOAD CASE LOADED NODES = 0 INPUT INFORMATION FOR FOURTH LOAD CASE LOADED NODES = 1 NODAL FORCES (kips,feet) NODE FORCE FORCE NO. X DIR. Y DIR. 5 11.800 .000 LOAD CASE COMBINATION rfrvIMBINATION CASE 1 `. NAME MULT. COMB 1 COMB 2 COMB 3 COMB 4 COMB 5 COMB 6 COMB 7 1.0000 1.0000 .0000 1.0000 1.0000 .0000 1.0000 1.0000 .0000 .8500 .0000 .0000 .8500 .0000 .0000 1.0000 1.0000 .0000 1.0000 1.0000 .0000 SUPPORT REACTIONS (kips,ft) - =- = = = == = = = =- _ _ - =-_ 1 1 1.438 2 -4.461 3 7.336 4 -5.280 5 6.516 LOADED MEMBERS = 0 LOADED MEMBERS = 0 CASE 2 CASE 3 MULT. MULT. 5.094 -6.617 16.805 `/* -9.389 `/- 14.032 MOMENT ABOUT Z .000 CASE 4 MULT. .0000 1.0000 - 1.0000 1.0000 - 1.0000 1.5000 - 1.5000 NODE LOAD X FORCE Y FORCE MOMENT NO. COMB .000 .000 .000 .000 .000 - 6 -2 - 12.472 .000 3 10.285 E . 2 1 -1.438 13.000 .000 2 -7.336 24.711` .000 3 4.461 1.289 .000 4 -6.516 17.200 .000 L I STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. CASE 5 LIMIT MEM. METH MULT. FACT. COD. IND. .0000 1.0000 1 1 .0000 1.3300 1 1 .0000 1.3300 1 1 .0000 1.3300 1 1 .0000 1.3300 1 1 .0000 .9000 4 1 .0000 .9000 4 1 BOEING CAFE - BF1NS SUPPORT REACTIONS (kips,ft) a1ODE LOAD X FORCE Y FORCE MOMENT NO. COMB MEMBER FORCES (kips,ft) 5 5.280 -6.221 ✓ .000 6 -1672115 3 .-0 47.--------717417011 .000 L'i6 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. MEMB LOAD AXIAL SHEAR MOMENT AXIAL SHEAR MOMENT NO. COMB FORCE I FORCE I END I FORCE J FORCE J END J 1 1 2.240 .000. .000 -2.240 .000 .000 2 2.240 .000 .000 -2.240 .000 .000 3 2.240 .000 .000 -2.240 .000 .000 4 1.094 .000 .000 -1.094 .000 .000 5 1.094 .000 .000 -1.094 .000 .000 6 2.240 .000 .000 -2.240 .000 .000 7 2.240 .000 .000 -2.240 .000 .000 2 1 10.146 .000 .000 - 10.146 .000 .000 2 10.146 .000 .000 - 10.146 .000 .000 3 10.146 .000 .000 - 10.146 .000 .000 4 4.262 .000 .000 -4.262 .000 .000 5 4.262 .000 .000 -4.262 .000 .000 6 10.146 .000 .000 - 10.146 .000 .000 7 10.146 .000 .000 - 10.146 .000 .000 3 1 .000 1.328 .000 .000 5.064 -3.447 2 .000 1.328 .000 .000 5.064 -3.447 3 .000 1.328 .000 .000 5.064 -3.447 4 .000 .577 .000 .000 2.136 -1.488 5 .000 .577 .000 .000 2.136 -1.488 6 .000 1.328 .000 .000 5.064 -3.447 7 .000 1.328 .000 .000 5.064 -3.447 4 1 .000 .651 3.447 .000 -.459 .000 2 - 11.806 .651 3.447 11. -.459 .000 3 11.806 .651 3.447 - 11.806 -.459 .000 4 - 11.806 .321 1.488 11.806 -.158 .000 5 11.806 .321 1.488 - 11.806 -.158 .000 6 - 17.709 .651 3.447 17.709 -.459 .000 7 17.709 .651 3.447 - 17.709 -.459 .000 1 3.196 .000 .000 -3.196 .000 .000 2 -9.916 .000 .000 9.916 .000 .000 3 16.308 .000 .000 - 16.308 .000 .000 4 - 11.738 .000 .000 11.738 .000 .000 5 14.486 .000 .000 - 14.486 .000 .000 6 - 16.473 .000 .000 16.473 .000 .000 7 22.864 .000 .000 - 22.864 .000 .000 6 1 3.196 .000 .000 -3.196 .000 .000 2 16.308 .000 .000 -16.308 .000 .000 3 -9.916 .000 .000 9.916 .000 .000 4 14.486 .000 .000 - 14.486 .000 .000 5 - 11.738 .000 .000 11.738 .000 .000 BOEING CAFE - BF1NS .MEMBER FORCES (kips,ft) MEMB LOAD AXIAL SHEAR MOMENT AXIAL SHEAR MOMENT NO. COMB FORCE I FORCE I END I FORCE J FORCE J END J 6 22.864 .000 .000 - 22.864 .000 .000 7 - 16.473 .000 .000 16.473 .000 .000 LV STRAND -2D V3.2 (C) 1987 -89 GROUP 2000 ENGINEERING CORP. KPFF'CONSULTING ENGINEERS BOEING CAFE - BF1NS STRESS CHECK SUMMARY = ==_ = --- -�__�� MEMBER SECTION MAX. STRESS RATIO NOTE 1 TS6X6X4 .019 OK 2 TS6X6X4 .087 OK 3 W16X31 .099 OK 4 W16X31 .202 OK 5 TS6X4X3 .463 OK 6 TS6X4X3 .330 OK L2 DATE: 9/28/1990 PAGE 1 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. •KPFF'CONSULTING ENGINEERS BOEING CAFE - BF2NS . OF NODES NU. OF SUPPORTS NO. OF BEAMS NO. OF MATERIALS = NO. OF SECTIONS = NO. OF LOAD CASES = NO. OF LOAD SETS = NO. OF LOAD COMB. = NO. OF SPRINGS = NO. OF OFFSETS NODAL COORDINATES (feet) NODE NO. 1 2 3 4 5 X COORD. .00000 14.00000 .00000 7.00000 14.00000 MATERIAL PROPERTIES -=7---======------= r MATL. MATERIAL NO. NAME 1 A -36 STEEL 2 GR50 STEEL 3 GR46 TUBES SECTION PROPERTIES 1 W16X31 2 TS6X6X4 3. TS6X4X3 _________ SECT. SECTION NO. NAME MEMBER CONNECTIVITY • 5 = 2 • 6 3 3 4 2 7 0 • 0 _ MOD. OF ELASTICITY 29000.0 29000.0 29000.0 Y COORD. FLOOR SPRNG .00000 .00000 14.50000 14.50000 14.50000 0 0 0 0 0 0 0 0 0 0 POISSON YIELD WEIGHT TEMP. EXP. RATIO STRESS DENSITY COEFF. .30 36.00 .49 .30 50.00 .49 .30 46.00 .49 DATE: 9/28/1990 PAGE 1 STRAND -2D V3.2 (C) 1987 -89 GROUP 2000 ENGINEERING CORP. .000000 .000000 .000000 SECTION AREA IX IY SHEAR TYPE in ^2 inA4 inA4 AREA AISC 9.120 375.000 12.400 .000 TUBE 5.589 30.342 30.342 .000 TUBE 3.519 17.440 9.322 .000 MEM. NODE NODE MAT. SEC. REL. ANG. KX KY CMX CMY CB UBL OFF. NO. I J NO. NO. COD. ROT. TYP. TYP. TYP. FAC. NO. 1 1 4 3 3 3 .00 1.00 1.00 3 3 1 1.00 0 2 1 3 3 2 0 .00 1.00 1.00 3 3 1 1.00 0 3 4 2 3 3 3 .00 1.00 1.00 3 3 1 1.00 0 4 2 5 3 2 0 .00 1.00 1.00 3 3 1 1.00 0 5 3 4 1 1 1 .00 1.00 1.00 3 3 1 1.00 0 Q 6 4 5 1 1 2 .00 1.00 1.00 3 3 1 1.00 0 •BOEING CAFE - BF2NS MEMBER LOAD SETS (c. AJOAD LOAD SET COORD. LENGTH DISTANCE 1 ANG.WRT X LOAD MAG. LOAD MAG. SET DESCRIPTION SYST. SPEC. DISTANCE 2 DISTANCE 3 W,P,M,T@1 W,P,M,T@2 1 RDL FULL UNIF. LOCAL RATIO 2 RLL FULL UNIF. LOCAL RATIO INPUT INFORMATION FOR FIRST LOAD CASE LOADED NODES = 2 LOADED MEMBERS 2 NODAL FORCES (kips,feet) === ============= ==== ==== NODE FORCE FORCE MOMENT NO. X DIR. Y DIR. ABOUT Z 3 .000 -4.000 .000 5 .000 -4.000 .000 r ',.. MBER LOAD SET MULTIPLIERS ■===■====■====...=■=■======== MEMB. SET MULTIPLIER NO. NO. 5 1 1.000 6 1 1.000 INPUT INFORMATION FOR SECOND LOAD CASE ============= .n= LOADED NODES = 2 LOADED MEMBERS =' 2 NODAL FORCES (kips,feet) ======================== NODE FORCE FORCE MOMENT NO. X DIR. Y DIR. ABOUT Z 3 .000 -3.700 .000 5 .000 -3.700 .000 STRAND-2D V3.2 (c) 1987-89 GROUP 2000 ENGINEERING CORP. .000 90.000 -.565 .000 90.000 -.520 BOEING CAFE - BF2NS MEMBER LOAD SET MULTIPLIERS jLEMB. SET MULTIPLIER NO. NO. 5 2 1.000 6 2 1.000 INPUT INFORMATION FOR THIRD LOAD CASE LOADED NODES = 0 LOADED MEMBERS = 0 INPUT INFORMATION FOR FOURTH LOAD CASE LOADED NODES = 1 LOADED MEMBERS = 0 NODAL FORCES (kips,feet) _ NODE FORCE FORCE MOMENT NO. X DIR. Y DIR. ABOUT Z 3 7.300 .000 .000 LOAD CASE COMBINATION �`. 4BINATION CASE 1 CASE 2 CASE 3 CASE 4 CASE 5 LIMIT MEM. METH NAME MULT. MULT. MULT. MULT. MULT. FACT. COD. IND. COMB 1 1.0000 1.0000 .0000 .0000 .0000 1.0000 1 1 COMB 2 1.0000 1.0000 .0000 1.0000 .0000 1.3300 1 1 COMB 3 1.0000 1.0000 .0000 - 1.0000 .0000 1.3300 1 1 COMB 4 .8500 .0000 .0000 1.0000 .0000 1.3300 1 1. COMB 5 .8500 .0000 .0000 - 1.0000 .0000 1.3300 1 1 COMB 6 1.0000 1.0000 .0000 1.5000 .0000 .9000 4 1 COMB 7 1.0000 1.0000 .0000 - 1.5000 .0000 .9000 4 1 SUPPORT REACTIONS (kips --- = - =■■ - - -=.==■■ NODE LOAD X FORCE Y FORCE MOMENT NO. COMB 1 1 2.295 15.286 .000 2 -1.356 7.723 .000 3 5.946 22.849' .000 4 -2.635 -.808 ✓ .000 5 4.666 14.318 .000 6 -3.181 .000 . 71 26.630 .000 2 1 -2.295 15.286 .000 2 -5.946 22.84.2/ .000 3 1.356 7.723 .000 LT V STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. BOEING CAFE - BF2NS C. SUPPORT REACTIONS (kips,ft) 14ODE LOAD X FORCE Y FORCE MOMENT NO. COMB 4 -4.666 14.318 .000 5 2.635 -.808 ✓ .000 6 -1. i ! L 267630 630 uuu ---- .2L____---4-71 .0 0 0 MEMBER FORCES (kips,ft) 'STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. MEMB LOAD AXIAL SHEAR MOMENT AXIAL SHEAR MOMENT NO. COMB FORCE I FORCE I END I FORCE J FORCE J END J 1 1 5.279 .000 .000 -5.279 .000 .000 2 -3.119 .000 .000 3.119 .000 .000 3 13.677 .000 .000 ' - 13.677 .000 .000 4 -6.062 .000 .000 6.062 .000 .000 5 10.734 .000 .000 - 10.734 .000 .000 6 -7.318 .000 .000 7.318 .000 .000 7 17.876 .000 .000 - 17.876 .000 .000 2 1 10.532 .000 .000 - 10.532 .000 .000 2 10.532 .000 .000 - 10.532 .000 .000 3 10.532 .000 .000 - 10.532 .000 .000 4 4.651 .000 .000 - 4.651 .000 .000 5 4.651 .000 .000 -4.651 .000 .000 6 10.532 .000 .000 - 10.532 .000 .000 7 10.532 .000 .000 - 10.532 .000 .000 3 1 5.279 .000 .000 -5.279 .000 .000 2 13.677 .000 .000 - 13.677 .000 .000 3 -3.119 .000 .000 3.119 .000 .000 4 10.734 .000 .000 - 10.734 .000 .000 5 -6.062 .000 .000 6.062 .000 .000 6 17.876 .000 .000 - 17.876 .000 .000 7 -7.318 .000 .000 7.318 .000 .000 4 1 10.532 .000 .000 - 10.532 .000 .000 2 10.532 .000 .000 - 10.532 .000 .000 3 10.532 .000 .000 - 10.532 .000 .000 4 4.651 .000 .000 -4.651 .000 .000 5 4.651 .000 .000 -4.651 .000 .000 6 10.532 .000 .000 - 10.532 .000 .000 7 10.532 .000 .000 - 10.532 .000 .000 5 1 .000 2.837 .000 .000 4.758 -6.724 2 7.303 2.837 .000 -7.303 4.758 -6.724 3 -7.303 2.837 .000 7.303 4.758 -6.724 4 7.303 1.256 .000 -7.303 2.106 -2.973 5 -7.303 1.256 .000 7.303 2.106 -2.973 6 10.954 2.837 .000 - 10.954 4.758 -6.724 7 - 10.954 2.837 .000 10.954 4.758 -6.724 6 1 .000 4.758 6.724 .000 2.837 .000 2 .000 4.758 6.724 .000 2.837 .000 3 .000 4.758 6.724 .000 2.837 .000 4 .000 2.106 2.973 .000 1.256 .000 , Bognic CAFE - BF2NS MEMBER FORCES (kips,ft) = MEMB LOAD AXIAL SHEAR MOMENT AXIAL SHEAR • MOMENT NO. COMB FORCE. I FORCE I END I FORCE J FORCE•J END J 5 .000 2.106 2.973 .000 1.256 .000 6 .000 4.758 6.724 .000 2.837 .000 7 .000 4.758 6.724 .000 2.837 .000 STRAND-2D V3.2 (c) 1987-89 GROUP 2000 ENGINEERING CORP. L EPFF ENGINEERS BOEING CAFE - BF2NS STRESS CHECK SUMMARY MEMBER SECTION MAX. STRESS RATIO NOTE 1 TS6X4X3 .479 OK 2 TS6X6X4 .099 OK 3 TS6X4X3 .367 OK 4 TS6X6X4 .099 OK 5 W16X31 .258 OK 6 W16X31 .147 OK Le C7 DATE: 9/28/1990 PAGE 1 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. •KPFF'CONSULTING ENGINEERS ' BOEING CAFE - BF1EW (- . OF NODES = 8 IN.,. OF SUPPORTS = 3 NO. OF BEAMS = 11 NO. OF MATERIALS = 3 NO. OF SECTIONS = 3 NO. OF LOAD CASES = 4 NO. OF LOAD SETS = 5 NO. OF LOAD COMB. = 7 NO. OF SPRINGS = 0 NO. OF OFFSETS = 0 NODAL COORDINATES (feet) NODE X COORD. NO. 1 .00000 2 14.00000 3 29.50000 4 .00000 5 7.00000 6 14.00000 7 21.75000 8 29.50000 TERIAL PROPERTIES MATL. MATERIAL MOD. OF NO. NAME ELASTICITY 1 A -36 STEEL 2 GR50 STEEL 3 GR46 TUBES SECTION PROPERTIES ======------- =_ SECT. SECTION NO. NAME 1 W16X31 2 TS6X6X4 3 TS6X4X3 MEMBER CONNECTIVITY 29000.0 29000.0 29000.0 Y COORD. FLOOR SPRNG .00000 .00000 .00000 14.50000 14.50000 14.50000 14.50000 14.50000 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 .30 36.00 .49 .30 50.00 .49 .30 46.00 .49 SECTION AREA IX' TYPE inA2 in ^4 AISC 9.120 375.000 TUBE 5.589 30.342 TUBE 3.519 17.440 DATE: 9/28/1990 PAGE 1 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. POISSON YIELD WEIGHT TEMP. EXP. RATIO STRESS DENSITY COEFF. IY in ^4 12.400 30.342 9.322 .000000 .000000 .000000 SHEAR AREA .000 .000 .000 MEM. NODE NODE MAT. SEC. REL. ANG. KX KY CMX CMY CB UBL OFF. NO. I J NO. NO. COD. ROT. TYP. TYP. TYP. FAC. NO. 1 1 4 3 2 0 .00 1.00 1.00 1 1 2 1.00 0 2 1 5 3 3 3 .00 1.00 1.00 1 1 2 1.00 0 3 5 2 3 3 3 .00 1.00 1.00 1 1 2 1.00 0 4 2 6 3 2 0 .00 1.00 1.00 1 1 2 1.00 0 'BOEING CAFE - BF1EW STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. MEMBER CONNECTIVITY MEM. NODE NODE MAT. SEC. REL. ANG. KX KY CMX CMY CB UBL OFF. NO. I J NO. NO. COD. ROT. TYP. TYP. TYP. FAC. NO. 5 3 8 3 2 0 .00 1.00 1.00 1 1 2 1.00 0 6 4 5 1 1 1 .00 1.00 2.00 1 1 2 2.00 0 7 5 6 1 1 2 .00 1.00 2.00 1 1 2 2.00 0 8 6 7 1 1 1 .00 1.00 2.00 1 1 2 2.00 0 9 7 8 1 1 2 .00 1.00 2.00 1 1 2 2.00 0 10 2 7 3 3 3 .00 1.00 1.00 1 1 2 1.00 0 11 7 3 3 3 3 .00 1.00 1.00 1 3. 2 1.00 0 MEMBER LOAD SETS LOAD LOAD SET COORD. LENGTH DISTANCE 1 ANG.WRT X LOAD MAG. LOAD MAG. SET DESCRIPTION SYST. SPEC. DISTANCE 2 DISTANCE 3 W,P,M,T @1 W,P,M,T @2 1 RDL -LEFT FULL UNIF. LOCAL RATIO 2 RDL -RIGHT FULL UNIF. LOCAL RATIO C 3 RLL -LEFT FULL UNIF. LOCAL RATIO .000 90.000 -.100 4 RLL -RIGHT FULL UNIF. LOCAL RATIO .000 90.000 -.200 5 LATERAL FULL UNIF. LOCAL RATIO .000 .367 INPUT INFORMATION FOR FIRST LOAD CASE LOADED NODES = 3 LOADED MEMBERS = 4 NODAL FORCES (kipe,feet) NODE FORCE FORCE MOMENT NO. X DIR. Y DIR. ABOUT Z 4 .000 -.700 .000 6 .000 -1.600 .000 8 .000 -5.200 .000 .000 90.000 -.120 .000 90.000 -.190 BOEING CAFE - BF1EW ( ?EMBER LOAD SET MULTIPLIERS MEMB. SET MULTIPLIER NO. NO. 6 1 1.000 7 1 1.000 8 2 1.000 9 2 1.000 INPUT INFORMATION FOR SECOND LOAD CASE LOADED NODES = 3 NODAL FORCES (kips,feet) NODE FORCE FORCE MOMENT NO. X DIR. Y DIR. ABOUT Z 4 .000 -.600 .000 6 .000 -.600 .000 8 .000 -5.000 .000 MEMBER LOAD SET MULTIPLIERS ============ (- SET MULTIPLIER NO. NO. 6 3 1.000 7 3 1.000 8 4 1.000 9 4 1.000 INPUT INFORMATION FOR THIRD LOAD CASE === LOADED NODES = 0 LOADED MEMBERS = 0 INPUT INFORMATION FOR FOURTH LOAD CASE .........■■■================================= LOADED NODES = 2 LOADED MEMBERS = 4 NODAL FORCES (kips,feet) 4========== LOADED MEMBERS = 4 NODE FORCE FORCE MOMENT NO. X DIR. Y DIR. ABOUT Z 4 3.420 .000 .000 8 15.260 .000 .000 STRAND-2D V3.2 (c) 1987-89 GROUP 2000 ENGINEERING CORP. BOEING CAFE - BF1EW MEMBER LOAD SET MULTIPLIERS MEMB. SET NO. NO. 6 7 8 9 5 5 5 5 MULTIPLIER 1.000 1.000 1.000 1.000 LOAD CASE COMBINATION COMBINATION CASE 1 NAME MULT. COMB 1 COMB 2 COMB 3 COMB 4 COMB 5 COMB 6 COMB 7 CASE 2 MULT. 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 .8500 .0000 .8500 .0000 1.0000 1.0000 1.0000 1.0000 SUPPORT REACTIONS (kips,ft) ==== = = == === = =___= __ = = = = == == CASE 3 MULT. .0000 .0000 .0000 .0000 .0000 .0000 .0000 NODE LOAD X FORCE Y FORCE ( NO. COMB 1 1 .480 2 -6.209 3 7.169 4 -6.462 5 6.915 6 -9.553 7 10.513 2 1 .595 2 - 14.156 3 15.346 4 - 14.525 5 14.977 6 - 21.531 8.602 3 1 -1.075 13.212 2 -9.137 28.296 3 6.987 -1.872 4 -8.514 20.751 5 7.610 - 9.417`" 000 6 - 13 .168 '7 -3 -9.414 2.828 - 11.027 16.683 -" - 12.553 ✓ 15.158 - 17.955 23,611 6.758 5.530 7, .987 2.092 4.549 CASE 4 MULT. .0000 1.0000 - 1.0000 1.0000 - 1.0000 1.5000 - 1.5000 MOMENT .000 .000 .000 . 000 .000 .000 .OQQ_ . 000 . 000 . 000 .000 .000 . 000 .000 .000 . 000 .000 • . Y . 000 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. CASE 5 LIMIT MEM. METH' MULT. FACT. COD. IND. . 0000 1.0000 1 1 . 0000 1.3300 1 1 .0000 • 1.3300 1 1 . 0000 1.3300 1 1 .0000 1.3300 1 1 . .0000 .9000 4 1 .0000 .9000 4 1 MEMBER FORCES (kips,ft) ,4EMB LOAD AXIAL SHEAR MOMENT AXIAL SHEAR MOMENT NO. COMB FORCE I FORCE I END I FORCE J FORCE J END J .BOEING CAFE - BF1EW STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. 1 1 1.834 .000 .000 -1.834 .000 .000 2 1.834 .000 .000 -1.834 .000 .000 3 1.834 .000 .000 -1.834 .000 .000 4 .834 .000 .000 -.834 .000 .000 5 .834 .000 .000 -.834 .000 .000 6 1.834 .000 .000 -1.834 .000 .000 7 1.834 .000 .000 -1.834 .000 .000 2 1 1.104 .000 .000 -1.104 .000 .000 2 - 14.281 .000 .000 14.281 .000 .000 3 16.489 .000 .000 - 16.489 .000 .000 4 - 14.865 .000 .000 14.865 .000 .000 5 15.906 .000 .000 - 15.906 .000 .000 6 - 21.974 .000 .000 21.974 .000 .000 7 24.182 .000 .000 - 24.182 .000 .000 3 1 1.104 .000 .000 -1.104 .000 .000 2 16.489 .000 .000 - 16.489 .000 .000 3 - 14.281 .000 .000 14.281 .000 .000 4 15.906 .000 .000 - 15.906 .000 .000 5 - 14.865 .000 .000 14.865 .000 .000 6 24.182 .000 .000 - 24.182 .000 .000 7 - 21.974 .000 .000 21.974 .000 .000 4 1 3.752 .000 .000 -3.752 .000 .000 2 3.752 .000 .000 - 3.752 .000 .000 3 3.752 .000 .000 -3.752 .000 .000 4 2.006 .000 .000 -2.006 .000 .000 5 2.006 .000 .000 -2.006 .000 .000 6 3.752 .000 .000 -3.752 .000 .000 7 3.752 .000 .000 -3.752 .000 .000 5 1 11.200 .000 .000 - 11.200 .000 .000 2 11.200 .000 .000 - 11.200 .000 .000 3 11.200 .000 .000 - 11.200 .000 .000 4 4.821 .000 .000 -4.821 .000 .000 5 4.821 .000 .000 -4.821 .000 .000 6 11.200 .000 .000 - 11.200 .000 .000 7 11.200 .000 .000 - 11.200 .000 .000 6. 1 .000 .541 .000 .000 .999 -1.605 2 3.424 .541 .000 -3.424 .999 -1.605 3 -3.424 .541 .000 3.424 .999 -1.605 4 3.424 .244 .000 -3.424 .470 -.791 5 -3.424 .244 .000 3.424 .470 -.791 6 5.136 .541 .000 -5.136 .999 -1.605 7 -5.136 .541 .000 5.136 .999 -1.605 7 1 .000 .999 1.605 .000 .541 .000 2 -7.386 .999 1.605 7.386 .541 .000 3 7.386 .999 1.605 -7.386 .541 .000 4 -7.386 .470 .791 7.386 .244 .000 5 7.386 .470 .791 -7.386 .244 .000 6 - 11.079 .999 1.605 11.079 .541 .000 0 ,-MEMBER FORCES (kips,ft) mEMB LOAD AXIAL SHEAR MOMENT AXIAL SHEAR MOMENT NO. COMB FORCE I FORCE I END I FORCE J FORCE J END J .BOEING CAFE - BF1EW STRAND-2D V3.2 (c) 1987-89 GROUP 2000 ENGINEERING CORP. 7 11.079 .999 1.605 -11.079 .541 .000 8 1 .000 1.011 .000 .000 2.012 -3.881 2 -4.829 1.011 .000 4.829 2.012 -3.881 3 4.829 1.011 .000 -4.829 2.012 -3.881 4 -4.829 .406 .000 4.829 .846 -1.705 5 4.829 .406 .000 -4.829 .846 -1.705 6 -7.243 1.011 .000 7.243 2.012 -3.881 7 7.243 1.011 .000 -7.243 2.012 -3.881 9 1 .000 2.012 3.881 .000 1.011 .000 2 -18.107 2.012 3.881 18.107 1.011 .000 3 18.107 2.012 3.881 -18.107 1.011 .000 4 -18.107 .846 1.705 18.107 .406 .000 5 18.107 .846 1.705 -18.107 .406 .000 6 -27.161 2.012 3.881 27.161 1.011 .000 7 27.161 2.012 3.881 -27.161 1.011 .000 10 1 2.281 .000 .000 -2.281 .000 .000 2 -14.822 .000 .000 14.822 .000. .000 3 19.384 .000 .000 -19.384 .000 .000 4 -16.144 .000 .000 16.144 .000 .000 5 18.063 .000 .000 -18.063 .000 .000 6 -23.374 .000 .000 23.374 .000 .000 7 27.936 .000 .000 -27.936 .000 .000 11 1 2.281 .000 .000 -2.281 .000 .000 2 19.384 .000 .000 -19.384 .000 .000 3 -14.822 .000 .000 14.822 .000 .000 4 18.063 .000 .000 -18.063 .000 .000 5 -16.144 .000 .000 16.144 .000 .000 6 27.936 .000 .000 -27.936 .000 .000 7 -23.374 .000 .000 23.374 .000 .000 KPFF CONSULTING ENGINEERS BOEING CAFE - BF1EW STRESS CHECK SUMMARY MEMBER SECTION MAX. STRESS RATIO NOTE 1 TS6X6X4 .017 OK 2 TS6X4X3 .648 OK 3 TS6X4X3 .442 OK 4 TS6X6X4 .035 OK 5 TS6X6X4 .106 OK 6 W16X31 .087 OK 7 W16X31 .147 OK 8 W16X31 .190 OK 9 W16X31 .436 OK 10 TS6X4X3 .781 OK 11 TS6X4X3 .542 OK Lss DATE: 9/28/1990 PAGE 1 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. KPFF'CONSULTING ENGINEERS ' BUEING CAFE - BF2EW • 1'.J OF NODES = OF SUPPORTS = NO. OF BEAMS = NO. OF MATERIALS = NO. OF SECTIONS = NO. OF LOAD CASES = NO. OF LOAD SETS = NO. OF LOAD COMB. = NO. OF SPRINGS = NO. OF OFFSETS NODAL COORDINATES (feet) NODE NO. 1 2 3 4 5 6 7 8 8 3 11 3 3 4 5 7 0 • 0 X COORD. .00000 10.00000 25.50000 .00000 5.00000 10.00000 17.75000 25.50000 TERIAL PROPERTIES • _ ___ MATL. MATERIAL MOD. OF NO. NAME ELASTICITY 1 A -36 STEEL 2 GR50 STEEL 3 GR46 TUBES SECTION PROPERTIES SECT. SECTION NO. NAME 1 W16X31 2 TS6X6X4 3 TS6X4X3 MEMBER CONNECTIVITY • -========= -- - -�•-a 29000.0 29000.0 29000.0 Y COORD. FLOOR SPRNG .00000 0 0 .00000. 0 0 .00000 0 0 14.50000 0 0 14.50000 0 0 14.50000 0 0 14.50000 0 0 14.50000 0 0 SECTION AREA IX' TYPE, inA2 inA4 AISC 9.120 375.000 TUBE 5.589 30.342 TUBE 3.519 17.440 MEM. NODE NODE MAT. SEC. REL. ANG. NO. I J NO. NO. COD. ROT. DATE: 9/28/1990 PAGE 1 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. POISSON YIELD WEIGHT TEMP. EXP. RATIO STRESS DENSITY COEFF. .30 36.00 .49 .30 50.00 .49 .30 46.00 .49 12.400 .000 30.342 .000 9.322 .000 KY CMX CMY TYP. TYP. .000000 . 000000 . 000000 IY SHEAR inA4 AREA CB UBL OFF. TYP. FAC. NO. 1 1 5 3 3 3 .00 1.00 1.00 1 1 2 1.00 0 2 1 4 3 2 0 .00 1.00 1.00 1 1 2 1.00 0 3 5 2 3 3 3 .00 1.00 1.00 1 1 2 1.00 0 4 2 6 3 2 0 .00 1.00 1.00 1 1 2 1.00 0 •BOEING CAFE - BF2EW MEMBER CONNECTIVITY MEM. NODE NODE MAT. SEC. REL. ANG. KX KY CMX CMY CB UBL OFF. NO. I J NO. NO. COD. ROT. TYP. TYP. TYP. FAC. NO. 5 3 8 3 2 0 .00 1.00 1.00 1 1 2 1.00 0 6 4 5 1 1 1 .00 1.00 2.00 1 1 2 2.00 0 7 5 6 1 1 2 .00 1.00 2.00 1 1 2 2.00 0 8 6 7 1 1 1 .00 1.00 2.00 1 1 2 2.00 0 9 7 8 1 1 2 .00 1.00 2.00 1 1 2 2.00 0 10 2 7 3 3 3 .00 1.00 1.00 1 1 2 1.00 0 11 7 3 3 3 3 .00 1.00 1.00 1 1 2 1.00 0 MEMBER LOAD SETS LOAD LOAD SET COORD. LENGTH DISTANCE 1 ANG.WRT X LOAD MAG. LOAD MAG. SET DESCRIPTION SYST. SPEC. DISTANCE 2 DISTANCE 3 W,P,M,T @1 W,P,M,T @2 1 LATERAL FULL UNIF. LOCAL RATIO .000. .416 2 RDL -LEFT FULL UNIF. LOCAL RATIO .000 90.000 -.120 3 RDL -RIGHT FULL UNIF. LOCAL RATIO .000 90.000 -.190 4 RLL -LEFT FULL UNIF. LOCAL RATIO .000 90.000 -.100 5 RLL -RIGHT FULL UNIF. LOCAL RATIO .000 90.000 -.200 INPUT INFORMATION FOR FIRST LOAD CASE LOADED NODES = 3 LOADED MEMBERS .= 4 NODAL FORCES (kips,feet) -_- NODE FORCE FORCE MOMENT NO. X DIR. Y DIR. ABOUT Z 4 .000 -.470 .000 6 .000 -1.600 .000 8 .000 -5.200 .000 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. . BOEI•NG CAFE - BF2EW • ...MEMBER LOAD SET MULTIPLIERS AEMB. SET MULTIPLIER NO. NO. 6 2 1.000 7 2 1.000 8 3 1.000 9 3 1.000 INPUT INFORMATION FOR SECOND LOAD CASE LOADED NODES = 3 LOADED MEMBERS = 4 NODAL FORCES (kips NODE FORCE FORCE MOMENT NO. X DIR. Y DIR. ABOUT Z 4 .000 -.380 .000 6 .000 -.600 .000 8 .000 -5.000 .000 MEMBER LOAD SET MULTIPLIERS --=== === _ = == = == = = MEMB. SET MULTIPLIER / NO. NO. 6 4 1.000 7 4 1.000 8 5 1.000 9 5 1.000 INPUT INFORMATION FOR THIRD LOAD CASE LOADED NODES = 0 INPUT INFORMATION FOR FOURTH LOAD CASE LOADED NODES = 2 NODAL FORCES (kips,feet) NODE NO. FORCE X DIR. 4 2.110 8 16.780 FORCE Y DIR. .000 .000 LOADED MEMBERS = 0 LOADED MEMBERS = MOMENT ABOUT Z .000 .000 Ls-- STRAND-2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. .BOEING CAFE - BF2EW MEMBER LOAD SET MULTIPLIERS MEMB. SET MULTIPLIER NO. NO. 6 1 1.000 7 1 1.000 8 1 1.000 9 1 1.000 LOAD CASE COMBINATION COMBINATION CASE 1 CASE 2 CASE 3 NAME MULT. MULT. MULT. COMB 1 1.0000 1.0000 .0000 COMB 2 1.0000 1.0000 .0000 COMB 3 1.0000 1.0000 .0000 COMB 4 .8500 .0000 .0000 COMB 5 .8500 .0000 .0000 COMB 6 1.0000 1.0000 .0000 COMB 7 1.0000 1.0000 .0000 SUPPORT REACTIONS (kips,ft) NODE LOAD X FORCE C - NO. COMB 1 1 2 3 4 5 6 7 2 1 2 3 4 5 6 2 -,----- 3 1 2 3 4 5 .281 -4.650 5.213 -4.795 5.067 -7.116 7.678 .794 - 13.956 15.543 - 14.433 15.066 - 21.330 r -1.075 - 10.893 8.743 - 10.270 9.366 6 -15.8 02 Y FORCE 1.953 - 12.348 16,254-f - 13.387 -P 15.215 - 19.498 23.404 6.324 2.255 10.393 ✓ - .944 7.194 CASE 4 MULT. .0000 1.0000 - 1.000(5 1.0000 - 1.0000 1.5000 - 1.5000 MOMENT . 000 .000 .000 .000 .000 .000 .000 .000 .000 .000 . 000 . 000 13.226 31.596 ✓ -5.143 24.048 -12.691•' 40.7 -14.328 .000 .000 .000 .000 . 000 .000 L. STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. CASE 5 LIMIT MEM. METH MULT. FACT. COD. IND. . 0000 1.0000 1 1 .0000 1.3300 1 1 . 0000 1.3300 1 1 .0000 1.3300 1 1 .0000 1.3300 1 1 .0000 .9000 4 1 . 0000 .9000 4 1 .BOEING CAFE - BF2EW MEMBER FORCES (kips,ft) MEMB LOAD AXIAL NO. COMB FORCE I 1 1 2 3 4 5 6 7 2 1 2 3 4 5 6 7 3 1 2 3 4 5 6 7 4 1 2 3 4 5 6 7 5 1 2 3 4 5 6 7 1 2 3 4 5 6 7 7 1 2 3 4 5 6 .863 - 14.264 15.990 - 14.710 15.544 - 21.828 23.554 1.137 1.137 1.137 .520 .520 1.137 1. 137 .863 15.990 - 14.264 15.544 - 14.710 23.554 - 21.828 3.497 3.497 3.497 1.885 1.885 3.497 3.497 11.215 11.215 11.215 4.833 4.833 11.215 11.215 .000 2.104 -2.104 2.104 - 2.104 3.156 -3.156 .000 - 5.664 5.664 - 5.664 5.664 -8.497 SHEAR FORCE I Li STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. MOMENT AXIAL SHEAR MOMENT END I FORCE J FORCE J END J .000 .000 -.863 .000 .000 .000 .000 14.264 .000 .000 .000 .000 - 15.990 .000 .000 .000 .000 14.710 .000 .000 .000 .000 - 15.544 .000 .000 .000 .000 21.828 .000 .000 .000 .000 - 23.554 .000 .000 .000 .000 -1.137 .000 .000 .000 .000 -1.137 .000 .000 . 000 .000 -1.137 .000 .000 .000 .000 -.520 .000 .000 .000 .000 -.520 .000 .000 .000 .000 -1.137 .000 .000 .000 .000 -1.137 .000 .000 .000 .000 -.863 .000 .000 .000 .000 - 15.990 .000 .000 .000 .000 14.264 .000 .000 .000 .000 - 15.544 .000 .000 . 000 .000 14.710 .000 .000 . 000 .000 - 23.554 .000 .000 .000 .000 21.828 .000 .000 .000 .000 -3.497 .000 .000 .000 .000 -3.497 .000 .000 .000 .000 -3.497 .000 .000 .000 .000 -1.885 .000 .000 .000 .000 -1.885 .000 .000 .000 .000 -3.497 .000 .000 .000 .000 -3.497 .000 .000 .000 .000 - 11.215 .000 .000 .000 .000 - 11.215 .000 .000 .000 .000 - 11.215 .000 .000 .000 .000 -4.833 .000 .000 .000 .000 -4.833 .000 .000 . 000 .000 - 11.215 .000 .000 .000 .000 - 11.215 .000 .000 .285 .000 .000 .815 -1.325 .285 .000 -2.104 .815 -1.325 .285 .000 2.104 .815 -1.325 . 117 .000 -2.104 .393 -.692 . 117 .000 2.104 .393 -.692 .285 .000 -3.156 .815 -1.325 .285 .000 3.156 .815 -1.325 .815 1.325 .000 .285 .000 .815 1.325 5.664 .285 .000 . 815 1.325 -5.664 .285 .000 .393 .692 5.664 .117 .000 . 393 .692 -5.664 .117 .000 .815 1.325 8.497 .285 .000 ,BOEING CAFE - BF2EW MEMBER FORCES .iEMB LOAD NO. COMB. 7 1 2 .3 4 5 6 7 1 2 3 4 5 6 7 10 1 2 3 4 5 6 (kips,ft) AXIAL FORCE .I 8.497 .000 - 3.587 3.587 -3.587 3.587 - 5.380 5.380 .000 - 20.011 20.011 - 20.011 20.011 - 30.017 30.017 2.281 - 18.548 23.110 - 19.869 21.788 - 28.962 7 33.524 1 2.281 2 23.110 3 - 18.548 4 21.788 5 - 19.869 6 33.524 7 - 28.962 L STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. SHEAR MOMENT AXIAL SHEAR MOMENT FORCE I END I FORCE J FORCE J END J .815 1.325 -8.497 .285 .000 1.015 .000 .000 2.007 -3.843 1.015 .000. 3.587 . 2.007 -3.843 1.015 .000 -3.587 2.007 -3.843 .408 .000 3.587 .843 -1.686 .408 .000 -3.587 .843 -1.686 1.015 .000 5.380 2.007 -3.843 1.015 .000 -5.380 2.007 -3.843 2.007 3.843 .000 1.015 .000 2.007 3.843 20.011 1.015 .000 2.007 3.843 - 20.011 1.015 .000 .843 1.686 20.011 .408 .000 .843 1.686 " - 20.011•. .408 .000 2.007 3.843 30.017 1.015 .000 2.007 3.843 - 30.017 1.015 .000 .000 .000 -2.281 .000 .000 .000 .000 18.548 .000 .000 .000 .000 - 23.110 .000 .000 .000 .000 19.869 .000 .000 .000 .000 - 21.788 .000 .000 .000 .000 28.962 .000 .000 .000 .000 - 33.524 .000 .000 .000 .000 -2.281 .000 .000 . 000 .000 - 23.110 . .000 .000 .000 .000 18.548 ..000 .000 .000 .000 - 21.788 .000 .000 .000 .000 . 19.869 .000 .000 . 000 .000 - 33.524 .000 ' .000 .000 .000 28.962 .000 .000 C KPFF 'CONSULTING ENGINEERS BOEING CAFE - BF2EW STRESS CHECK SUMMARY MEMBER SECTION 1 TS6X4X3 2 TS6X6X4 3 TS6X4X3 4 TS6X6X4 5 TS6X6X4 6 W16X31 7 W16X31 8 W16X31 W16 31_ X10 TS6X4X3 11 TS6X4X3 U e TS ate TA 7 / (n �m 6 [0: '. , ??S' A a ? 87 to s . j £ ` q 7.75 14.5' _ 14 ,44 ,. r 2,06 MAX. STRESS .573 .007 .389 .033 .106 .037 .068 .166 .471 .937 .646 DATE: 9/28/1990 PAGE 1 STRAND -2D V3.2 (c) 1987 -89 GROUP 2000 ENGINEERING CORP. RATIO NOTE OK OK OK OK OK OK OK OK OK OVER STRESSED OK , 16,4467) 93.6 r m 2 r , .. F'1 * (, , 'Is; 1 er F4 e 016 he ??. $.6z kr; z 8.62 ra 14,66' • • kpff consulting engineers wattle wozhInglon woe , 0 9 11 - 1 . ' CO. - Pt; T" 0c01100 client i FOUNPATI OH S' chocked dote shoot no. F" I Fol75- • kpff consulting engineers soothe woininoton poled location ClISnt 78 4:4 rn 1-1,11 •••• ON*0 .10 ..,1 (l I) g atrca,Cheal ric* I C.6 (rne.w.7 Pre 1•*(Arn e Pet-1'm ere.- MEMOIR.. • L_ dale MEI 4.1M ••■■ date V checked 1 shoot no. cic7775 f. (Fre7 F?) "rT° Pr-N F .. Lt ei ant r-N Locaii r M BOEING. 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I t? lob no. 9,775 I�I I „� R • 1.2 F 5.9 k (' =x • g? +.?2.7.4 !r Tr TS6. 6 " 2 !G .F g 7 77 7 *14.01krt �a ' 2 ' (.73 kei 14.01 1.'7? + . 61 (-e 1. ?3) ✓ ,6146] I7.1 A Ltte — rS G 4 6r ? / Cclvmne$ 24 Wolf Om 322 2 4Js (12) Tr .1L 2I ke 2 % t 76 K � 87:7 � a ?'�� 90 ' 4.08 it t; 1. rat 14. C. of 2- 7 AN'3O7 Io.I* * 2(8,81 • I'7.4' k ✓ cap. o 'i • * 7 • tt . . G('6 >66- 00)( ?- ) r 2.7, 0 k * 0.96 +0.72•I. ?8 6. 1.722 ✓ . .•Ur' J1— ?Y. <21.1,.% br -gcct • ?A=U o% fvc 24- 0 ,x-701 i,ol•f'r ea. enci GEOTECHNICAL STUDY PROPOSED CAFETERIA BUILDING 9 -12 DEVELOPMENTAL CENTER SEATTLE, WASHINGTON REPRII\vign NOV 0 6 1990 MAHAN & DESALVO, INC. DAMES & MOORE For THE BOEING COMPANY JOB NO. 00695- 477 -016 June 19, 1990 RECEIVED CITY OF TUKWILA NOV 1 1990 PERMIT CENTER DA MES [ES & MOORE R E A PROFESSIONAL LIMITED PARTNERSHIP The Miller /Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Attention: Mr. Norm Strong Dear Sir: We are pleased to submit five copies of our "Report on Geotechnical Study, Proposed Cafeteria, Building 9-12, Boeing. Developmental Center, Seattle, Washington," for the Boeing Company, This study was authorized by 'Boeing Work Order. No 90 -0574, issued to us on May 24, 1990, under our Basic Agreement No BECE 89 -56 with, the Boeing Company. It was conducted in accordance with our proposal. dated April 18, 1990. We appreciate the opportunity to work on this project, and look forward to our continuing involvement. Should you have questions or require clarification of any point, please do not hesitate to contact the undersigned. 5 copies submitted C• 500 MARKET PLACE TOWER, 2025 FIRST AVENUE, SEA1TLE, WASHINGTON 98121 (206) 728-0744 June 19, 1990 Report on Geotechnical Study Proposed Cafeteria - Building 9 -12 Boeing Developmental Center Seattle. Washington Very Truly Yours, DAMES & MOORE Harb'ns L. Chabra, P.E. Principal Engineer /Associate OFFICES WORLDWIDE • An estimate of the site seismicity. REPORT GEOTECHNICAL STUDY PROPOSED CAFETERIA BUILDING 9 -12 DEVELOPMENTAL CENTER SEATTLE, WASHINGTON for THE BOEING COMPANY 1.0 INTRODUCTION We present in this report the results of our geotechnical study for the proposed Cafeteria, 9 - Building, at the Boeing Company Developmental Center on East Marginal Way South. Our services have been performed in accordance with Work Order No. 90 -0574, issued to us on May 24, 1990, under our Basic Agreement No. BECE 89 -56. 2.0 SCOPE The scope of the services performed for this assignment was in general accordance with our proposal, dated April 18, 1990. Specifically the scope of our services includes: • Two borings to a depth of about 45 feet, with sampling with the Dames & Moore sampler at five foot intervals. • Laboratory testing, comprising moisture, density and grain size analysis of selected samples in our Seattle laboratory. • A report providing foundation recommendations for spread footings, and recommendations for site grading, excavation slopes, base preparation, and for installation of utilities. 3.0 EXISTING CONDITIONS & PROPOSED DEVELOPMENT The site is located within the Boeing Company compound off East Marginal Way in Seattle, Washington. It is bounded on the northwest by the Duwamish Waterway and on the east by Building 9 -08. At the time of this report, the site was paved with asphalt and was being used primarily as a parking area for Boeing employees. We understand that the general vicinity has been filled, and that the surficial material up to about 15 feet in depth may be fill. From previous work in this area, debris such as metals and wood could be encountered during excavation and drilling activities. The proposed Cafeteria is understood to have an area of approximately 17,000 square feet, and will occupy a strip about 200 feet wide, immediately adjacent to the Duwamish River. The building will be a lightly loaded, single story structure, with a maximum height of 25 feet. An outdoor dining terrace and waterfront park will separate the structure from the river. DAMES 61. MOORE 5.1 Spread Footings 4.0 SUBSURFACE CONDITIONS The soils at the site were similar to those encountered in adjacent areas of the Boeing Company property during previous investigations by Dames & Moore. Generally, the soils comprise alternating strata of silts and fine to medium sand. Under the surface asphalt, the soil strata can be summarized as follows: • Soft to medium stiff silt, 0.5 to 8 feet. (Fill) • Loose to medium dense silty fine sand, 8 to 30 feet. (Upper 3 feet probably fill) • Medium dense sand, 30 to 40 feet. • Medium dense interbedded fine sands and sandy silts, 40 to 45 feet. Specific details are shown on the boring logs, which are included in Appendix A. Laboratory test results are shown on the logs and in Appendix B. The ground -water table was measured in the standpipe piezometer, installed in Boring B90 -01, at a depth of about 10.6 feet. There is likely some seasonal fluctuation in this ground- water level. 5.0 ANALYSIS AND RECOMMENDATIONS We recommend that the proposed structure be supported on strip and individual spread footings founded within the surficial soft silt on a minimum thickness of three feet of engineered fill, i.e. compacted imported clean sand and gravel. The footings may be designed on the basis of an allowable net bearing capacity of 2500 psf. Footing toe pressures can exceed this value by 33 percent, for transient loading such as from wind or earthquake, provided the average pressure does not exceed the allowable. The surficial soft silt should be removed beneath the footings for a depth of at least three feet. If deleterious material such as organics, or organic rich materials are exposed, this material should be removed prior to placing and compacting fill. The exposed material should be viewed by a Dames & Moore soils engineer to determine its suitability. Where excavation is carried out for individual footings or for a strip footing at the perimeter of the building, the extent of the excavation should be such that when the compacted sand and gravel is placed it occupies the volume within a slope of 1H:2V down from the edge of the footing. This will take into account load spread from the footing. Footings should be at least two feet wide. They should be founded at least two feet below adjacent finished grade, for frost protection purposes. The material placed under footing elevation should be a minus two -inch clean sand and gravel with less than 5 percent by weight of fines (passing the No. 200 sieve), placed in eight -inch thick lifts (measured loose), and compacted to a minimum density equivalent to 95 percent of modified Proctor maximum laboratory density (ASTM D- 1557). DAMES & MOORE Resistance to lateral movement of footings may be estimated on the basis of passive earth pressure and the coefficient of friction between the concrete and the surrounding soil. An allowable equivalent fluid unit weight of 200 pcf may be used for calculating passive earth pressure. The allowable soil -to- concrete friction coefficient may be taken as 0.35. 5.2 Floor Slab If site preparation is carried out as recommended below, the ground floor slab may be soil supported. A modulus of vertical subgrade reaction of 250 pounds per cubic inch may be used for slab design. Concrete, asphalt, organics, and other deleterious materials within the limits of the proposed structure should be removed. A minimum thickness of 1.5 feet of compacted granular material should directly underlie the slab. This material should be a minus two -inch clean sand and gravel with less than 5 percent by weight of fines (passing the No. 200 sieve), placed in eight -inch thick lifts (measured loose), and compacted to a minimum density equivalent to 95 percent of modified Proctor maximum laboratory density (ASTM D- 1 557). However, the top four inches, immediately under the proposed slab should comprise minus one -inch crushed rock, compacted to the same specification, to provide uniformity of support and a capillary moisture break. Additional fill required to establish planned floor subgrade should comprise the same clean sand and gravel as recommended above. Placing and compaction should also be carried out as recommended above. 5.3 Settlements We estimate that total settlements for footings designed and constructed as recommended above may be about 1/2 to 1 inch. Differential settlement will be about half of the total settlement. Settlement of the floor slab will likely be in the range 1/4 to 3/4 inch, depending on floor loadings. Approximately 50 percent of the settlement will occur during construction, with the remainder occurring over a period of several weeks after construction. The above settlement estimates assume that the finished floor grade will not be more than one foot above existing grade. We should review the settlement estimates if the grade is raised more than this amount. 5.4 Utilities Backfilling of utility trenches and other excavations required for construction of the proposed structure should be with clean sand or sand and gravel. Based on the borings, we do not consider that the excavated site soils will be suitable for backfill. Fill should be placed and compacted, as recommended above. 5.5 Liquefaction Assessment This assessment of liquefaction potential is based on evaluation of soil conditions at this site and review of previous Dames & Moore liquefaction evaluations of nearby sites. We have not performed specific analyses of liquefaction potential at this site. Such analyses would be necessary to provide a more detailed evaluation of the liquefaction potential, and to estimate the magnitude of associated settlements. 4 DAMES 61. MOORE In our Seismic Design Criteria report to Boeing, dated October 27, 1989, we indicated a peak ground acceleration of 0.1g would be appropriate for Category III, normal risk /conventional facilities. We are of the opinion that the site soils generally have a moderate potential of liquefaction under this level of peak ground acceleration. If liquefaction did occur under this acceleration level, we anticipate that it would occur in discontinuous soil zones. Soils most likely to liquefy would be fairly clean, loose to medium dense sands below the water table. Soils with significant fines content, or a greater density would be less likely to liquefy. Peak ground accelerations of 0.15g or greater would lead to a higher potential for liquefaction in many of the site soils, and greater associated settlements. 5.6 Site Seismicity Based on the Seismic Zone Map of the United States, as presented in the Uniform Building Code, 1988 Edition, this site is situated within Seismic Zone 3. Therefore, the facility should be designed and constructed according to the regulations and standards contained in the Uniform Building Code for Seismic Zone 3 construction. Based on the data from our investigation, we recommend that the Soil Profile S3 be used for design. The corresponding site factor should be taken as 1.5. D• \CAFTERtA.RPT 6.0 FURTHER WORK Excavation, backfill and compaction should be monitored by a Dames & Moore representative. This will provide confirmation that deleterious materials have been removed within the proposed building limits. 7.0 CLOSURE We trust that this report provides sufficient information for your proposed project. Should you have further questions, or require clarification, please do not hesitate to call the undersigned. Very truly yours, DAMES & MOORE Harb s L. Chabra, P.E. Principal Engineer /Associate Richard W.M. McLaren Senior Engineer DAMES 6. MOORE 0 Scale in Feet Topographic Baseline 14+16.17 W 60 120 4 1A x Existing Parking 316.31 Reference: Building Footprints. Baselines. Survey Marls and Other Features Taken Flom Boeing Facilities Map Setilted 'Index Map. Provided by Boeing Construction Services. Building 9-08 Footprint KEY: 690-01. Boring location and Number RP. MCKiddy Monument 192195.515 N 1637360.455 E Washington State Plane Grid (North Zone) Washington State Plane Grid (North Zone) Plate 1 Boring Location Plan Proposed Boeing Cafeteria Boeing Seattle Dames & Moore APPENDIX A FIELD EXPLORATIONS Subsurface conditions at the site of the proposed Cafeteria building were explored by drilling two borings with a truck - mounted CME mud- rotary drill rig. The approximate locations of the borings are presented on the Site Plan, Plate I. Logs of the borings are presented on Plates A -1 and A -2. The soils encountered were classified in accordance with the Unified Classification Scheme which is described on Plate A -3. The site exploration program was coordinated by our field representative who located the borings, obtained samples of the soils encountered, classified the soils by visual and textural examination, and maintained a continuous log of the subsurface conditions. The ground surface elevations shown on the boring logs are based on survey information provided by Boeing during our investigation. The site plan is also based on plans provided to us by. Boeing. The borings were located by measuring with a tape measure from existing structures and are therefore approximate. Samples of the soil were obtained at approximately 5 -foot intervals in B90 -01 using a Standard Penetration Test (SPT) split -spoon sampler. Relatively undisturbed samples of the subsurface soil at approximately five -foot intervals in B90 -02 were obtained by using a Dames & Moore U -type sampler (see. Plate A-4). Both kinds of samplers were driven with a 140 -lb hammer falling a vertical distance of 30 inches. In order to monitor ground water level in the immediate vicinity of Boring B90 -01, a 3/4" PVC piezometer was installed to a depth of 45 feet ,in this boring upon completion of drilling. A locking monument cover was cemented in above the piezometer in order to restrict unwanted access to it. Depth in Foot 0 5— 31.6X 15— 19. 4% 20 — 23X 25 — 23.SX 30-- 14.4% 35-- 40-- Sampp10 (Symbol 3 7 14 15 21 0 17 18 17 20 14 Job No, 00695- 477 -016 Boring B90 -01 Boring B90-01, Cont. Elevation 110 ± 6 inches asphaltic pavomont M L Gray to brown silt with trace very fine sand and orange mottling (soft) s P Dark gray to dark brown fine sand with trace silt (loose) Fines -10.0Z S P Dark gray fine to medium sand with trace silt (medium dense) Dark gray fine to coarse sand with trace fine gravel (medium dense) SP Dark ray fine to medium san pith slightly trace silt and occasional coarse sand (medium dense) Oopth in Foot 40 45 50 KEY: 23 131 Log o Borings Sample ES 1 17 G4 s�ii 1i 1 i il! SP Dark gray fine send with trace to some medium sand. to dark gray fine sandy silt (medium dense to very stiff) Boring 890 -01 completed at a depth of 46.5 feet on 5- 17 -90. Ground water measured at a depth of 10.6 feet on 5- 17 -00. 21.2X -100 Indicates moisture content •' and dry density In pcf Blows required to drive Dames 8 Moore sampler one foot with 140 lb hammer and 30 Inch drop. to ■f Indicates undisturbed sample Al Indicates Standard Penetration Test NOTE: The discussion in the text of this report is necessary for a proper understanding of the nature of the subsurface materials. Fines - X by weight passing No 200 stave Oames 8 Moore Plate A -1 Oopth In Foot 0-- 5 _ 10-- 15- 25.7X -102 20--- 10.3X-408 25 — 30-- 21. 4X -116 35 --- 40— Job No, _ Sample r Symbol 8 8 MI 27 39 26 WI 61 OW 30 11 1 11 1 t t'D '1411; tilt GP ML SP sw Boring 890 -02 Elovatlon 1l0 ± 7 lnchos asphalt pavamont V gravel baso coarso Gray silt with dark brown wood fragments and organic materiel (soft) Dark gray fine sand with trace silt and wood fragments (generally Loose) 6 lnchos wood fragments. at 11 Feet grades coarser Dark gray fine to medium sand (medium dense) Ftnes =3.2X grades with decreasing medium sand Dark gray fine to coarso sand (medium dense) f 'odes with increasing ine sand Oapth in Foot 40 — 27. 9x -104 50 45 27.9Z-108 KEY: 37 WI Log of Borings Sample rSymbo 1 a1 hill S P 111111 1 i;1# 110 jF 1 1i SP' Bor 1 ng 890 -02, Cont. Dark gray find sand with trace to some silt (medium dense) As abovo with trace organic matter and organic odor (medium dense) Boring 890 -02 compiotad at a dopth of 46.5 foot on 5 -7 - 90. Ground water not measured. 21.2X -108 Indicates moisture content and dry density in pcf Blows required to drive Domes & Moore sampler r ---. one Foot with 140 lb hammer and 30 inch drop. 10 1• Indlcatos undlsturbod sample 17 Indlcatos Standard Ponatrotlon Tast Indlcatos ground 'rotor moasurod NOTE: The discussion in the text of this roport Is necessary for a proper understanding of the nature of the subsurface materials. Finns - X by weight passing No 200 slave Oames & Moore 00695 -477 -016 .1 late A -2 MAJOR DIVISIONS GRAPHIC LETTER SYMBOL SYMBOL TYPICAL DESCRIPTIONS COARSE GRAINED SOILS MORE THAN 60% OF MATERIAL IS LARGER THAN NO, GRAVEL AND GRAVELLY SOILS MORE THAN 50% OF COARSE FRAC. TION RETAINED v ; o f GW • t • ` CLEAN GRAVELS f d WELL•GRADEOGRAVELS,GRAVEL- SAND MIXTURES, LITTLE OR NO FINES •:: „ • (LITTLE OR NO 41' • FINEST )tf : ""' GP • • ••••• °••• POOR LY•GRADED GRAVELS, GRAVELSAND MIXTURES. LITTLE OR NO FINES Ill Ili! GM GRAVELS WITH FINES I I �� '�� IAPPRECIABLE SILTY GRAVELS, GRAVEL -SAND• SILT MIXTURES AMOUNT OF FINES/ ' e � / I GC Of CLAYEY GRAVELS, GRAVEL SAND• CLAY MIXTURES ON NO. 4 SI VE SAND SANDY SOILS MORE THAN 50% OF COARSE FR AC• TION PASSING • ° °° • • •• •• °• SW CLEAN SAND • • ° • • -•• •a (LITTLE OR NO ° '• WEL L•GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES .,.. FINES) : fi::ii:i i S 7; •”' SP POORLY•GRADEO SANDS. GRAVEL• LY SANDS, LITTLE OR NO FINES �• SANDS WITH FINES SM i (APPRECIABLE 1 I • 1 .1 SILTY SANDS, SAND•SILT MIXTURES 200 SIEVE SIZE 'AMOUNT OF FINES) i , � a • SC MIXTURES NDS,SANDCIAY N0,4 SIEVE FINE GRAINED SOILS MORE THAN 50% OF MATERIAL IS SMALLER THAN NO. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK F LOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY r SILTS AND LIQUID LIMIT / CL CLAYS LESS THAN 50 % INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY Y SILTY LEAN LEAN CLALAYS S ( I it � I OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY MI) INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS • SILTS AND LIQUID LIMIT CLAYS GREATER THAN 50 CH FIGFI PLASTICITY, FAT CLAYS 200 SIEVE SIZE ii / j j j /// // GH / / / /// ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS HIGHLY ORGANIC SOILS PT NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS UNIFIED SOIL CLASSIFICATION SYSTEM Dames & Moore Plate A -3 A DRIVING OR PUSHING MECHANISM COUPLING MATER OUTLETS NOTCHES FOR ENGAGING FISHING TOOL NEOPRENE GASKET HEAD NOTE. HEAD 11 /TENSION CAN REINTRODUCED REIWEEN •NEAD AND' SPLIT B BIT SPLIT BARREL (TO FACILITATE RtUOVAL OF CORE IAM►LEI CHECK VALVES VALVE CAGE CORE.RET AMER RINGS I1•1 +2' 0.0. ST I LONGI SOIL SAMPLER TYPE U FOR SOILS DIFFICULT TO RETAIN IN SAMPLER SPLIT BARREL LOCKING RING SPLIT FERRULE CORE•RE T AIMING - DEVICE RETAINER RING RETAINER PLATE (INEERCNANGEAELE WITH OTHER TYPES) THIN.WALL ED SAMPLING SURE (INTERCNANG(ASLE LENGTHS) ALTERNATE ATTACHMENTS COR CAE TANKING DEVICE Dames & Moore APPENDIX B LABORATORY TESTS Laboratory tests were performed on representative samples of the soils encountered in the borings to evaluate their pertinent physical characteristics. The laboratory program included sample examination and soil classification, strength tests, and moisture - density determinations. The soil samples were examined in our laboratory by a soils engineer from our staff. This examination served to confirm or modify field classification of the soils, and to correlate soil conditions at the site with those at other sites in the area at which we have performed investigations. The percentage of fines for selected samples was determined by washing the samples on the No. 200 sieve. The results of these tests are presented on the boring logs. A grain size distribution of well - graded sand is presented on Plate B -1. The shear strengths of the soils were evaluated from the results of a direct shear test. The direct shear test was performed under drained conditions at a rate of shear deflection of 0.05 inches per minute. The . results of the direct shear tests are presented on Plate B -2, and the test procedure is shown on Plate B -3. Moisture and density determinations were made individually and in conjunction with the strength test. The moisture contents, and dry densities where measured, are presented to the left of the appropriate sample notations on the boring logs. B -1 COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE CoARsii MEDIUM I FINE U.B. SIEVE SIZE IN INCHES U.S. STANDARD SIEVE No. HYDROMETER 100 BO 20 Remark : Dames & Moore 00695- 477 -016 3 3/4 3/6 UNIFIED SOIL CLASSIFICATION BOEING CO. 10 20 40 60 140 200 SYMBOL BORING D (ft) H (% 1 S 1 DESCRIPTION 0 B - - 31 WELL- GRADED SAND (SW) 0 20 40 80 80 0 100 1.0 f — , 1.0 10 1 10 10 10"' GRAIN SIZE IN !AMMETER GRAIN SIZE DISTRIBUTION Plate No. B -1 Boring Depth (ft) Soil Type Moisture Content ( Dry Density (poi Normal Stress (psf) Undrained Peak Strength (ps0 Undrained Residual Strength (psfl ...... 4 444. : ,.- , 4444 44 44..., , �,: aCww.,.: �` i.•:. w,.. a,:. v:.,,,�. B -2 -90 ............ .- :.:.v .::.. , ..: ,. ,. 4444 ;c.J+...:..aa �«.. �. 15.5 : • . a. : , 4..,.:. .4.. .4... .: 444. , . m,,., N, s,.:....+. a»..,. tvC... tia•.:,.,,... Sand ,., . <.,�, 4444. ,:,.«..,.: a•. 2,.,.. h:C 4:+ T?,.. x, v..,, v.. -. 23.5 : < 4 v:; v:.. �k,. w. , .u... , A „ tQ:iti:: 5 : 4 �Si.:: 93 }if. •; �•,ti:.�; .; 1000 3000 :_.::: .. : 4, 4444. 1250 2520 •..a...4. ........ _; >::; >:::;:v ,v .... 740 2460 • .. NMI 1!111m lid OW OM 111114 1E am ow Direct Shear Test Results METHOD OF PERFORMING DIRECT SHEAR AND FRICTION TESTS DIRECT SHEAR TESTS ARE PERFORMED TO DETERMINE THE SHEARING STRENGTHS OF SOILS. FRICTION TESTS ARE PERFORMED TO DETERMINE THE FRICTIONAL RE- SISTANCES BETWEEN SOILS AND VARIOUS OTHER MATE- RIALS SUCH AS WOOD, STEEL, OR CONCRETE. THE TESTS ARE PERFORMED IN THE LABORATORY TO SIMULATE ANTICIPATED FIELD CONDITIONS. EACH SAMPLE IS TESTED IN A SPLIT SAMPLE HOLDER, TWO AND ONE•HALF INCITES IN DIAMETER AND ONE INCH HIGH. UNDISTURBED SAMPLES OF IN -PLACE SOILS ARE EXTRUDED FROM RINGS TAKEN FROM THE SAM- PLING DEVICE IN WHICH THE SAMPLES WERE OB- TAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CON- STRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. DIRECT SHEAR APPARATUS WITH ELECTRONIC RECORDER DIRECT SHEAR TESTS A ONE -INCH LENGTH OF THE SAMPLE IS TESTED IN DIRECT SINGLE SHEAR. A CONSTANT PRESSURE. APPROPRIATE TO THE CONDITIONS OF THE PROBLEM WHICH THE TEST IS BEING PERFORMED, IS APPLIED NORMAL TO THE ENDS OF THE SIMPLE THROUCII POROUS STONES. A SHEARING FAILURE OF THE SAMPLE IS CAUSED BY MOVING THE UPPER SAMPLE HOLDER IN A DIRECTION PERPENDICU- LAR TO THE AXIS OF THE SAMPLE. TRANSVERSE MOVEMENT OF THE LOWER SAMPLE HOLDER IS PREVENTED. THE SHEARING FAILURE IS ACCOMPLISHED BY APPLYING TO THE UPPER SAMPLE HOLDER A CON STANT RATE OF DEFLECTION. THE SHEARING LOAD AND THE DEFLECTIONS IN BOTH TILE AXIAL AND TRANSVERSE DIRECTIONS ARE RECORDED AND PLOTTED. TIIE SHEARING STRENGTH OF TILE SOILS IS DETERMINED FROM THE RESULTING LOAD•DEFLECTION CURVES. FRICTION TESTS IN ORDER TO DETERMINE THE FRICTIONAL RESISTANCE BETWEEN SOIL ANI1 TILE SURFACES OF VARI• OUS MATERIALS, THE LOWER SAMPLE HOLDER IN TIIE DIRECT SHEAR TEST IS REPLACED BY A DISK OF THE MATERIAL TO BE TESTED. THE TEST IS THEN PERFORMED IN THE SAME MANNER AS THE DIRECT SHEAR TEST BY FORCING THE SOIL OVER THE FRICTION MATERIAL SURFACE. Dames & Moore Plate B -3 TECHNICAL SPECIFICATIONS FOR BOEING ADVANCED SYSTEMS (BAS) D.C. WATERFRONT PARK Boeing Developmental Center Seattle, Washington Specification Number: 900342 Project Number: 900342/5 -28 -04 Date: 1 October 1990 Division 1 Missing PRELIMINARY For Agency Review. RECEIVED CITY OF TUKWII A OCT 171990 PERMIT CENTER TECHNICAL SPECIFICATIONS WATERFRONT PARK DIVISION 2 02005 Environmental Protection 02050 Demolition 0210.1 Clearing & Grubbing 02200 Earthwork 02283 Vegetation Control 02513 Asphalt Concrete Paving 02514 Portland Cement Concrete Paving 02528 Cast -In- Place Concrete Curbs 02580 Pavement Marking 02600 Concrete Pavers 02720 Storm Sewer System 02750 Irrigation System • 02822 Planting 02823. Transplanting 02830 Chainiink Fences DIVISION 3 03301 Architectural Concrete ,QJVISION 4. 5.A., Not Used DIVISION 7 07410 Manufactured Wall Panels DIVISION 8. 9. 10. 11.' 1 . 13. 14. & 15 Not Used DIVISION 16 01600 Electrical APPENDIX Plan and list of layout coordinate points and coordinates. i WATERFRONT PARK SECTION 02005 SPEC. NO. 900342 ENVIRONMENTAL PROTECTION 1 OCTOBER 1990 PART 1 GENERAL 1.01 SECTION INCLUDES A. Work includes but is not limited to the following: 1. Protection of the environment from construction activities. 1.0 2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: Section 02050 - Demolition Section 02101 - Clearing and Grubbing Section 02200 - Earthwork Section 02283 - Vegetation Control Section 02720 - Storm Sewage Systems 1.03 REFERENCES. A. Refer to Section 01090 for identification and source of the following: WSDOT 1988 Standard Specifications and Plans for Road, Bridge, and Municipal Construction by Washington State Department of Transportation and Washington State Chapter of American Public Works Association. PART 2 - PRODUCTS 2.01 MATERIALS A. Provide such materials as required to complete the work of this section. PART 3 - EXECUTION 3.01 PROTECTION A. Comply with WSDOT, including but not limited to: 1. Section 1 -07.4 (Sanitation). 2. Section 1 -07.5 (Wildlife, Fisheries, and Ecology Regulations). 02550-1 { 3.02 CLEANING WATERFRONT PARK SPEC. NO. 900342 END OF SECTION SECTION 02005 ENVIRONMENTAL PROTECTION 1 OCTOBER 1990 3. Section 1 -07.15 (Temporary Water Pollution /Erosion Control) except for the two paragraphs (pertaining to measurement, payment, and common proposal) beginning and ending: "If done .. . contract items." "For the purpose ... by the Contractor." A. Leave area clean and free of debris and residue from work of this section. Coordinate with Section 01710. t PART 1 GENERAL 1.01 SECTION INCLUDES WATERFRONT PARK SPEC. NO. 900342 SECTION 02050 DEMOLITION 1 OCTOBER 1990 A Do all demolition work required for the completion of the new work as shown on the Drawings or specified. In general, work includes but is not limited to demolition of: 1. Asphalt and concrete paving. 2. Fencing. 3. Underground utilities. 4. Miscellaneous site demolition. 1.02 RELATED SECTIONS Section 02200 - Earthwork Section 02513 - Asphalt Concrete Paving Section 02830 - Chainiink Fences 1.03 EXISTING CONDITIONS A. Drawings of existing conditions are for Contractor's general reference. Contractor' shall carefully examine existing site conditions and accept same on "as•is" condition. 1.04 PROTECTION A Conduct demolition to minimize, interference with adjacent structures. B. Provide, erect, and maintain temporary barriers and security devices. C. Conduct operations with minimum interference to public or private thoroughfares. Maintain egress and ingress at all times. D. Do not close or obstruct roadways or sidewalks without Construction Manager's permission. E. Keep active utilities not included in demolition intact and in continuous operation. 1.05 SUBMITTALS A Submit record documents under provisions of Section 01700, 02050- 1 1.0 6 SALVAGE WATERFRONT PARK SPEC. NO. 900342 SECTION 02050 DEMOLITION 1 OCTOBER 1990 A. Salvaged items shall become the property of the contractor and shall be removed from the site unless otherwise noted on the plans. Those items shall be turned over to the Construction Manager or relocated as noted on the drawings. 1.0 7 COORDINATION A Coordinate with Construction Manager to keep interruptions of existing facilities operations to a minimum. Schedule outages of utilities with Construction Manager. At least three weeks notice is required prior to interruption of utility service. B. Coordinate and schedule commencement of all demolition with Construction Manager. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PREPARATION A. Prevent movement or settlement of adjacent structures. Provide bracing and shoring as required. B. Protect existing appurtenances which are not to be demolished. C. Mark location of disconnected utilities and indicate capping locations on Project Record Documents. D. Prior to starting demolition, Contractor and Construction Manager shall make a complete inspection of conditions of adjacent Boeing property, including visible defects close to, or adjoining, spaces to be altered. E. As specified Section 01500 - Construction Facilities and Temporary Controls, provide, erect, and maintain temporary barriers, fencing, and warning devices. Provide flag persons as required to direct pedestrian and automotive traffic. See Section 01570 - Traffic Regulation. 3.0 2 PAVING REMOVAL A. Demolish indicated paving and appurtenances as shown in an ordbrly and careful manner. B. Make a vertical saw cut between existing pavement, sidewalk, and curb that is to remain and the portion to be removed. Replace at no expense to the Owner any existing pavement and curb designated to remain that is damaged during construction. 02050- 2 C. Cease operations and notify Construction Manager immediately if adjacent structures appear to be endangered. Do not resume operations until corrective measures have been taken. D. Do not burn materials on site. E. Remove obstructions if encountered to a minimum two feet below finished grade within area of new construction and dispose of off site as directed by Construction Manager. F. Keep work sprinkled to minimize dust. Provide hoses and watermain or hydrant connections for this purpose. G Rough grade and compact areas affected by demolition to maintain site grades and contours. 3.03 UTILITY LINES TO BE REMOVED A Disconnect, remove, and cap or plug designated and abandoned utility lines that conflict with construction. Plug ends of abandoned pipes with concrete. Cap or plug ends of active utilities as required by the Construction Manager. B. Mark location of disconnected utilities. Identify utilities and indicate terminal locations on Project Record Drawings. 3.04 STEEL GUARD POSTS, FENCING, ETC. A. Cut off fence posts flush with finish grade. See notes on the plans for other items. 3.05 INSPECTION A. At completion of demolition, Contractor and Construction Manager shall make examination for possible damage caused by demolition work. Examination report shall be approved by both parties where damage is apparent. 3.06 CLEAN UP WATERFRONT PARK SPEC. NO. 900342 A. Remove all demolition debris from site as work proceeds, but not less than once a day. Allow no debris to accumulate. Remove debris at Contractor's expense. B. Coordinate with Construction Manager for method of debris removal . from site. Dispose of debris legally. END OF SECTION 02050- 3 SECTION 02050 DEMOLITION 1 OCTOBER 1990 PART 1 - GENERAL 1.01 SECTION INCLUDES WATERFRONT PARK SPEC. NO. 900342 SECTION 02101 CLEARING & GRUBBING 1 OCTOBER 1990 A. Work includes but is not limited to clearing and grubbing in areas designated for construction. 1.02 RELATED SECTIONS A. • Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: Section 02005 - Environmental Protection Section 02050 - Demolition Section 02200 - Earthwork 1.0 REFERENCES A Refer to Section 01090 for the following: WSDOT 1988 Standard Specifications for Road, Bridge, and Municipal Construction by Washington State Department of Transportation and Washington State Chapter of American Public Works Association. 1.04 DEFINITIONS A Engineer referred to in WSDOT means Construction Manager. B. Plans referred to in WSDOT means Drawings. C. State referred to in WSDOT means Owner. 1.05 PROJECT SITE CONDITIONS A Existing Conditions: 1. Topographical Survey Drawings are for Contractor's general reference. PART 2 - PRODUCTS (Not Used) 02101- PART 3 - EXECUTION 3.01 EXAMINATION WATERFRONT PARK SPEC. NO. 900342 SECTION 02101 CLEARING & GRUBBING 1 OCTOBER 1990 A Verify conditions as satisfactory to receive work of this section. Do not begin work until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 3.02 PREPARATION A Protect surrounding areas and surfaces to prevent damage for work of this section. B. Include Part 3.01 - Preparation, of Section 02050 Demolition and Section 02200 - Earthwork, as applicable to this section. 3.03 EXECUTION A Perform the work as specified and in accordance with Quality Assurance provisions, References, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. Follow WSDOT Section 2 -01 - Clearing, Grubbing, and Roadside Cleanup except as specified and the following: 1. Measurement and payment provisions are not applicable. 2. Clear and grub areas designated for construction. 3. Use Disposal Method No. 2 - Waste Site. 4. Section 2- 01.3(4) - Roadside Cleanup does not apply. 3.04 CLEANING A Leave areas clean and free of debris and residue from work of this section. Coordinate with Section 01710 - Cleaning. END OF SECTION WATERFRONT PARK SPEC. NO. 900342 PART 1 GENERAL 1.01 SECTION INCLUDES A. Work Includes but is not limited to the following: 1. Excavation, grading, and trenching for pavement and utilities. 2. Backfilling and compacting, including demolition items. 3. Fill and grading landscape berms and subgrade. 1.02 RELATED SECTIONS 1.0 4 PROTECTION Section 02050 - Demolition Section 02513 - Asphalt Concrete Paving Section 02514 - Portland Cement Concrete Paving Section 02528 - Cast -In -Place Concrete Curbs Section 02720 - Storm Sewer Section 02822 - Planting 1.03 REFERENCES WSDOT 1988 Standard Specifications and Plans for Road, Bridge, and Municipal Construction by Washington State Department of Transportation and Washington State Chapter of American Public Works Association. ANSI A10.2 Safety Code for Building Construction ASTM C 136 Method for Sieve Analysis of Fine and Coarse Aggregates ASTM C 1556 Density of Soil in Place by Sand Cone Method ASTM D 1557 Tests for Moisture - Density Relations of Soils, Using 10 -lb (4.54 kg) Rammer and 18 -in. (457 mm) Drop SECTION 02200 . EARTHWORK 1 OCTOBER 1990 ASTM D 2922 Density of Soil and Soil Aggregates in Place by Nuclear Methods ASTM D 3017 Moisture Content of Soil and Soil Aggregate in Place by Nuclear Methods A. Verify existence and location of on -site utilities. 02200- 1 B. Consult the Construction Manager immediately for directions if you encounter piping or utilities during excavation. Hand excavate materials within 2 feet of existing facilities. Cooperate with the Owner and utility companies to keep utilities in operation. C. Excavate areas to afford adequate drainage. Control grading to prevent water from running into the excavated areas. Until work is completed, remove water that may interfere with the proper performance of the work or cause ponding on the property. D. Shoring and trenching protection: Provide shoring for excavations 4 feet or deeper during construction. Remove shoring at completion of work. 1.05 SUBMITTALS A. Submit one (1) cubic foot of each material and sieve analysis showing conformance with sieves specified. Sieve analysis to be performed by a certified testing laboratory. PART 2 - PRODUCTS 2.01. EXCAVATED MATERIAL WATERFRONT PARK SPEC. NO. 900342 SECTION 02200 EARTHWORK 1 OCTOBER 1990 A. Unclassified: No consideration will be given to the nature of this material, which may contain rock, shale, earth, fill materials, pavement, foundations, piping, and debris. B. Upon written approval of the Construction Manager, suitable unclassified material may be used as backfill. C. Remove unclassified excavated material found to be unacceptable by the Construction Manager and place in unoccupied areas within the site as directed by the Construction Manager prior to disposal off site. 2.02 ' STRUCTURAL FILL AND BACKFILL A Structural fill and backfill material: Imported clean granular materials with less than 5% fines, material passing a #200 sieve, and materials from excavations deemed suitable for backfill by the Construction Manager, or as specified on the Design Drawings. 2.03 GENERAL FILL FOR PLANTING AREAS A General fill (imported) is intended to be a natural occurrence pit run substantially free from wood, roots, bark or other extraneous material. It shall have such characteristics of particle size and shape that it will compact readily to a firm, stable course, and conform to the following gradation: 02200- 2 Sieve Size, 1 -1/4 "' 1/4" U.S. No. 40 U.S. No. 200 (wet sieving) Sand Equivalent All percentages are by weight. 2.04 BEDDING AND FOUNDATION A. Bedding material for rigid pipe and foundation shall be crushed, partially crushed, or naturally occurring granular material conforming to the following gradation: Biave Size Percent Passing 3/4" square 3/8" square U.S. No. 8 U.S. No. 200 Sand Equivalent WATERFRONT PARK SPEC. NO. 900342 All percentages are by weight. PART 3 - EXECUTION 3.01 EXISTING UTILITIES A. Locate and flag recorded underground utilities, utility crossings and notify utility companies and agencies of scheduled excavations. Call (1-800-424-5555) at least 2 days prior to excavation. 3.0 2 EXCAVATION FOR PAVED AREAS A. Prepare subgrade in accordance with Section 2.06 of the WSDOT Standard Specifications. B. Fill and compact as specified unauthorized excavations performed below the elevations shown or specified, at no additional cost. Where the Construction Manager determines that the soil encountered at the elevations shown on the Drawings is not capable of supporting the design load, or where unsuitable material is encountered, the Contractor will be issued a Change Order to remove the unsuitable soil, fill with 02200- 3 Percent Passing 100 25 min. 40 max. 7.0 max. 50 min. 100 95 -100 0 -10 0 -3 35 min. SECTION 02200 EARTHWORK 1 OCTOBER 1990 3.03 EXCAVATION FOR TRENCHES AND FOUNDATIONS 3.04 SHORING WATERFRONT PARK SPEC. NO. 900342 02200- 4 SECTION 02200 EARTHWORK 1 OCTOBER 1990 approved fill material and compact as specified. Payment for such authorized additional excavation and fill will be made in accordance with the requirements of the General Conditions. A. Dimensions: Make trenches of open construction wide enough to provide free working space at both sides of the trench and around foundation as required for backfilling and compacting. For pipe trenches see Drawings. B. Trench as specified and in accordance with Section 2.09 of the WSDOT Standard Specifications. Grade trench bottoms accurately. Provide 1 -foot clearance between outside surfaces and undisturbed earth bank for connections to catch basins. . A. Shore and crib trenches and other excavations that require workmen to enter the excavated area and have a depth of 4 feet or more, unless the earth face is excavated at its angle of repose. (2:1 or 1:1 as recom- mended by a soils engineer). B. Properly support trenches in strict accordance with pertinent rules and regulations. Brace, sheet, and support trench walls so they will be safe and the ground alongside the excavation will not slide or settle, and so that the existing Improvements of every kind, on either public or private property, will be fully protected from damage. In the event of damage, immediately make repairs necessary to the approval of the Construction Manager at no additional cost to the Owner. C. Arrange bracing, sheeting, and shoring so as to not place stress on any portion of the completed work until the general construction has proceeded far enough to provide ample strength. D. Exercise care in the drawing or removal of sheeting, shoring, bracing, and timbering to prevent collapse or caving in of the excavated faces being supported, E. Contractor's option: With the written approval of the Construction Manager, the Contractor may overexcavate a trench or foundation to the angle of repose of the soil present in lieu of shoring the excavation. The Contractor is responsible for additional costs associated with over - excavation. F. Provide a shoring plan specifying location, materials, and design calculations to the Construction Manage? for approval 10 working days before installation. Show clearly that the proposed plan meets all applicable codes and regulations. 3.05 FOUNDATION FOR PIPES 3.07 BACKFILL FOR PIPES 3.0 8 BACKFILL WATERFRONT PARK SPEC. NO. 900342 02200 - 5 SECTION 02200 EARTHWORK 1 OCTOBER 1990 A. Grade the trench bottom to provide a smooth, firm, and suitable foundation at every point throughout the length of the pipe. B. In areas where soft, unstable materials are encountered at the surface upon which the bedding material is to be placed, remove the unstable material and replace with material approved by the Construction Manager. Make deep enough to develop a firm foundation for the pipe. If the need for such overexcavation has been occasioned by an act or failure to act on the part of the Contractor make the replacement at no additional cost to the Owner. 3.0 6 BEDDING FOR PIPES A Place pipe bedding material as detailed, in the bottom of pipe trenches. B. At each joint in the pipe, recess the bottom Of the bedding as required to relieve the bell of the pipe of load and to ensure continuous bearing of the pipe barrel on the firm bedding. A Do not backfill trenches and other excavations until approved by the Construction Manager and the authorized representative of the local agency having jurisdiction over the subject utilities and public works. B. After the pipe has been properly bedded, fill above the top of the pipe and compact as specified herein. C. Place backfill in 6 -inch lifts and compact to specified density after each lift and before the next one is placed. Secure approval of Construction Manager for compaction methods and ensure that they meet the requirements of this specification. D. Approximately 12 inches below finish grade, but not less than 18 inches above the top of the electrical conduit, place yellow marking tape the full length of the conduit excavation. A For fill and backfill for paving, use clean granular fill .material compacted in accordance with this specification. B. Place fill material in horizontal layers in such a manner as to produce a uniform thickness of material. Start placement in the deepest area and progress approximately parallel to the finished grade. Thickness of layers as required to achieve specified compaction but in no case greater WATERFRONT PARK SPEC. NO. 900342 than 8 inches unless otherwise specified elsewhere in this section. Place no fill material on areas where free water is standing, on frozen subsoil area, or on surfaces which have not been approved. 3.0 9 SPOT SUBGRADE REINFORCEMENT 3.10 FILL FOR PLANTING AREAS 3.11 COMPACTION SECTION 02200 EARTHWORK 1 OCTOBER 1990 A. Remove areas of soft, spongy, or otherwise unsuitable material under the pavement or slab areas. Provide and install new materials and use methods as specified. A. Place fill to a smooth even finish subgrade as detailed or as noted; free of ruts and tracks. Allow for topsoil placement. Obtain approval of final finish subgrade prior to placement of any topsoil. A Perform compaction in accordance with Section 2.06 of the WSDOT Standard Specifications. B. Compact fill, backfill, and base course to the following percentages of the material's maximum density at optimum moisture content as determined by' ASTM D 1557. 3.12 TOLERANCES Location of Material Percentage Bedding Material in the Pipe Zone Backfill Material Over Pipe in the Pipe Zone Backfill Material Above the Pipe Zone - Paved Areas Backfill Material Above the Pipe Zone - Planting Areas Fill Material Under Manholes and Catch Basins Fill Material Under Paved Areas Top 24 inches Below 24 inches General Fill - Planting Areas 02200- 6 95 95 95 85 95 95 90 85 C. Verify densities before placing additional fill by either ASTM D 2922 and D 3017 or ASTM D 1556. A After grading, check surfaces using a template at least 10 feet long constructed to give the true surface in accordance with the elevations and grades shown on the Drawings, within a maximum tolerance of plus or minus .1 foot in 10 feet. Correct irregularities found when checking with the template' by blade grading, adding or removing subgrade material as required. After grading, compact the subgrade where 3.13 DISPOSAL OF MATERIAL AND DEBRIS A. As directed by the Construction Manager, dispose of excess material and debris off the site. 3.14 DAMAGE WATERFRONT PARK SPEC. NO. 900342 reworked as specified and again check It with the template. Repeat the cycle of smoothing and leveling, compacting, and rechecking with the template until the subgrade is brought to the correct elevations and grades. A Repair damage done to existing pavement, utilities, or structures by construction activities at no expense to the Owner. 3.15 FIELD QUALITY CONTROL END OF SECTION SECTION 02200 EARTHWORK 1 OCTOBER 1990 A. Owner may conduct and pay for such tests as he deems necessary. Contractor is required to perform and pay for patching of test sample areas. B. If, based on the tests of the soil testing laboratory, the subgrade or fill that has been placed is found to be below the specified density, the Construction Manager will require additional compaction at Contractor's expense. WATERFRONT PARK SPEC. NO. 900342 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work includes, but is not limited to the following: 1. Treatment inhibiting grass and weed growth through asphaltic concrete paving installations. 1 .0 2 RELATED SECTIONS A. Coordinate related work specified with the following: Section 02513 - Asphaltic Concrete Paving 1.03 REFERENCES EPA: Pertinent requirements. 1.04 DELIVERY, STORAGE, AND HANDLING A.. In accordance with Section 01600 and the following: Follow manufacturer's precautionary directions. 1.05 PROJECT SITE CONDITIONS A. Environmental requirements: As required by EPA and other governing authorities. 1.06 SEQUENCING AND SCHEDULING A. Coordinate work of this section with asphalt concrete paving and other related work. 1.07 ' SUBMITTALS A. Submit product data in accordance with Section 01300. PART 2 - PRODUCTS 2.01 HERBICIDE A. "Casaron" by P.B.I., Gordon Corp. (dichiobinil) or approved nonorganic water - soluble herbicide bearing Environmental . Protection Agency registration. Provide label with manufacturer's directions for use as herbicide under new paving. `02283 -1 SECTION 02283 VEGETATION CONTROL 1 OCTOBER 1990 PART 3 - EXECUTION 3.01 EXAMINATION WATERFRONT PARK SPEC. NO. 900342 SECTION 02283 VEGETATION CONTROL 1 OCTOBER 1990 A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 3.0 2 PREPARATION A. Protect surrounding planting areas and storm drainage inlets, etc. to . prevent damage from work of this section. 3.03 APPUCATION A Apply in accordance with Quality Assurance provisions, references, specifications, drawings, and manufacturers' instructions. Where these may be in conflict, the more stringent requirements govern. 3.04 CLEANING A. Leave area clean and free of debris and residue from work of this section. END OF SECTION 1.02 RELATED SECTIONS 1.03 REFERENCES WATERFRONT PARK SPEC. NO. 900842 PART 1 - GENERAL 1.01 SECTION INCLUDES A Work includes but is not limited to the following: Section 02050 - Demolition Section 02200 - Earthwork Section 02283 - Vegetation Control Section 02580 - Pavement Marking Section 02720 - Storm Sewer A Engineer referred to in WSDOT means Construction Manager. B. Plans referred to in WSDOT means Drawings. C. State referred to in WSDOT means Owner. 1.05 SUBMITTALS A Submit the following as specified in Section 01300: SECTION 02513 ASPHALTIC CONCRETE PAVING 1 OCTOBER 1990 1. New paving; patching and repairing existing paving where shown, and patching and repairing any asphalt pavement damaged due to work on this project. A Coordinate related work specified in other parts of the Contract Document including but not limited to the following: A Refer to the following standards: ASTM D 1557 • Test Methods for Moisture - Density Relations of Soils and Soil- Aggregate Mixtures Using 10 -lb (4.54 -kg) Rammer and 18 -inch (457 -mm) Drop ASTM D 2172 Test Method for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures WSDOT Standard Specifications and Plans for Road, Bridge, and Municipal Construction 1.04 DEFINITIONS 1. Submit proposed mix designs of each class of mix for review before placement. 2. Test reports and other product data as specified. Verify required compactions, subbase, base, and paving products. 02513- 1 1 .06 QUALITY ASSURANCE WATERFRONT PARK SPEC. NO. 900342 SECTION 02513 ASPHALTIC CONCRETE PAVING 1 OCTOBER 1990 A. Installer and supplier's qualifications: To be approved by Construction Manager. 1.07 DELIVERY, STORAGE, AND HANDLING A. Perform in accordance with the following: . 1. Products are ready -mixed and delivered to the site. 1.08 PROTECT SITE CONDITIONS A. Existing conditions: 1. Topographical Survey Drawings are for Contractor's general reference. Examine existing site conditions and accept them "as -is ". B. Environmental requirements: Meet requirements of WSDOT Section 5-04.3(1 6). 1. Air temperature is required to be 50 degrees F minimum; weather and surface to be dry. PART 2 - . PRODUCTS 2.01 MATERIALS A. Crushed surfacing -base course: WSDOT Section 9- 03.9(3). B. Crack sealing materials: WSDOT Section 5- 04.3(5). C. Tack coat: WSDOT Section 9- 02.1(4). D. Asphalt cement: Paving asphalt WSDOT Section 9- 02.1(4). E. Aggregate for asphalt concrete: WSDOT Section 9 -03.8. 2.02 EQUIPMENT A. Asphalt distributor for condition of existing surfaces: WSDOT Section 5- 04.3(5). B. Equipment for hauling, spreading, and compacting asphaltic concrete paving mix: WSDOT Section 5 -04.3. 2.03 MIXES A. Asphalt concrete for road patching: WSDOT Class B, unless otherwise shown on the Drawings. 02513- 2 WATERFRONT PARK SPEC. NO. 900342 B. Asphalt for path: WSDOT Class "G ". C. Asphalt products to be ready mixed and delivered to the site. 2.04 SOURCE QUALITY CONTROL SECTION 02513 ASPHALTIC CONCRETE PAVING 1 OCTOBER 1990 A. Materials to be obtained from same source throughout length of work until final acceptance. B. Plant and laboratory tests and inspections: Take one sample (minimum) at the plant and test according to ASTM D 2172 (Method A) for extraction and gradation. Products may also be taken for inspecting and testing at the job site. PART 3 - EXECUTION 3.01 EXAMINATION A Verify conditions as satisfactory to receive work of this section. Do not begin work until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. B. Verify that subgrade is properly prepared and compacted. See WSDOT Section 2 -05 - Subgrade Preparation. C. Verify that vegetation control product has been applied as specified in Section 02283 - Vegetation Control. 3.02 PREPARATION A. Protect surrounding areas and surfaces to prevent damage from work of this section. B. Removals: Coordinate the following under provisions of Section 02050: 1. Saw cutting and removing pavement. 2. Subsurface object removals. 3. Performing other removals shown on the Drawings. C. Prepare, fill, and patch removal areas: 1. Compact exposed subgrade to nonyielding condition, as determined by Construction Manager. 2. Where existing subgrade surface will not produce a nonyielding surface, remove the yielding materials to depth designated by the Construction Manager. 3. Remove ;surrounding unsuitable subgrade as determined by the Construction Manager. 02513- 3 WATERFRONT PARK SPEC. NO. 900342 4. Fill removal areas with structural fill and crushed surfacing base - course in accordance with WSDOT Section 4 -04 and compact to 95% of the maximum dry density determined in accordance with ASTM D -1557. a Apply vegetation control. b. Prime: WSDOT 5- 04.3(5)B. D. New work: 1. Compact subgrade. 2. Place and compact crushed surfacing base course. a Apply vegetation control. b. Prime: WSDOT Section 5-04.3(5)C. 3.03 ASPHALT PLACEMENT SECTION 02513 ASPHALTIC CONCRETE PAVING 1 OCTOBER 1990 5. Apply tack coat to existing abutting edges and other structures. 6. Install new asphaltic concrete pavement in removal areas as specified. Match surface and depth of existing adjacent pavement. A Perform the work in accordance with Quality Assurance provisions, References, Specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. Except as otherwise specified, follow WSDOT Section 4 -04 - Ballast and Crushed Surfacing, Section 5 -04 - Asphalt Concrete Pavement, and the following: 1. Measurement and payment provisions do not apply. 2. Provide survey line and grade. 3. Do not use recycled asphalt concrete materials unless approved by Construction Manager. 4. Supply asphalt concrete mix designs. B. Perform asphalt concrete pavement patching over utility trenches as shown on Drawings (as applicable). Asphalt concrete: 1. Place asphalt concrete wearing course. 2. Most satisfactory laydown of the hot mix can be accomplished at temperatures below 300 degrees F. Do not exceed mix temperature of 325 degrees F. 02513. 4 3.05 CLEANING WATERFRONT PARK SPEC. NO. 900342 SECTION 02513 ASPHALTIC CONCRETE PAVING 1 OCTOBER 1990 3. Turn the paver and other vehicles gradually to avoid movement or damage to fresh paving. D. Seal coat equipment, preparations, and application: WSDOT 5 -03. 1. Prepare and apply specified product in two -coat applications. 3.04 FIELD QUALITY CONTROL A. Request required Inspections and tests. WSDOT Section 5 -04. B. Perform crushed surfacing and asphalt placement work under observation of the Construction Manager who is required to be present at the site or on -call at all times. 1. The presence of the Geotechnical Engineer, Construction Manager, or other authorized representatives of the Owner at the site does not guarantee conformance with the specifications. A. Leave areas clean and free of debris and residue from work of this section. 3.06 PROTECTION A Protect completed work until Construction Manager's acceptance. Prohibit vehicular traffic on completed asphaltic concrete pavement until it has cooled and hardened (not less than 8 hours). Coordinate installation of barricades and warning devices. 3.07 MAINTENANCE A. If ruts, soft spots, or other damages occur, repair as required. 1. Defective work: a When directed by Construction Manager, sawcut, remove and replace: 1) Defective pavement work. 2) Surfaces which do not drain properly. B. Correction of work during guarantee period: Correct imperfections and unequal settlement occurring during . life of guarantee. END OF SECTION 02513- 5 PART 1 1.01 A. 1.03 REFERENCES ACI 301 ASTM A185 ASTM C33 -85 ASTM C94 -84 ASTM C171.69 (1980) ASTM C260. WATERFRONT PARK SPEC. NO. 900342 GENERAL SECTION INCLUDES Work includes, but is not limited to the following: 1. Preparing subgrade for paving including sidewalks, mowstrips, & miscellaneous concrete. 2. Construction of forms. 3. Placing reinforcing. 4. Placing and finishing concrete mixes. 1.0 2 RELATED SECTIONS A Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: Section 01400 - Testing Laboratory Services Section 02200 - Earthwork Section 02528 - Cast -in -Place Concrete Curbs A. See . Section 01090 - Reference standards for listed associations, council, institutes, societies, and similar organizations and their full names and addresses. Structural Concrete for Buildings Steel Welded Wire, Fabric, Plain for Concrete Reinforcement Concrete Aggregates Ready -Mixed Concrete Sheet Materials for Curing Concrete Air Entraining Admixtures for Concrete ASTM C309 -81 Liquid Membrane Forming Compounds Concrete ASTM D1190 -74 Concrete Joint Sealer, Hot - Poured Elastic Type (1989) 02514- 1 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 1 OCTOBER 1990 • for Curing 1.04 SYSTEM DESCRIPTIONS WATERFRONT PARK SPEC. NO. 900342 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 1 OCTOBER 1990 ASTM D1751 -83 Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types) APWA Standard Specifications for Municipal Public Works Construction A. Sidewalk and paving installations: Scored, edged, and broomed finish. Handicapped installations are required to conform to standard APWA requirements. 1.05 SUBMITTALS A Submit certificates as specified in Section 01400 and 01300. 1. Certify: Portland Cement concrete compression, yield, and air content tests /ASTM C94. B. Submit product data as required and as specified in Section 01300. Include joint filler and sealer data. Include admixtures curing compound information. C. Submit design mix: Low slump as specified. 1.06 QUALITY ASSURANCE A Installer qualifications: To be expert in this line of work, and with 5 years minimum experience in comparable installation. B. Requirements of regulatory agencies (current as of Project Manual date). 1.07 DELIVERY A In accordance with Section 01600 and the following: 1. Deliver ready -mix. 2. Acceptance at site: Verify concrete satisfactory for immediate installation. 1.08 PROJECT SITE CONDITIONS A. Environmental requirements: 1. Allowable concrete temperatures: a Cold weather: Maximum and minimum, ASTM C94. 02514- 2 PART 2 - PRODUCTS 2.01 MATERIALS b. Warm weather: Maximum concrete temperature 90 degrees F. 2. In addition to other requirements, in cold weather treat, protect, and prepare the subgrade to be free from frost when the concrete is deposited. 3. Concrete placement will not be permitted when, in the opinion of the Construction Manager, the sun, air temperature, wind or limitations of facilities furnished by the Contractor prevent proper finishing and curing of the concrete in accordance with the requirements of this Specification section. A Formwork, reinforcing, and casting -in- place: ACI 301 - Same as for Division 3 Sections, including air entrainment. B. Paving: Ready -mixed concrete: ASTM C94. 1. Cement type: II 2. Aggregate: ASTM C33 a Fine aggregate: Natural sand. b. Exposed aggregate for sidewalks: match existing. c. Coarse aggregate for paving: Crushed stone or gravel, within the range of 3/4 to number 4. 3. Slump: 4 inches maximum as certified by the batch plant. 4. Air content: 4.5% tolerance of t 1.5 %. 5. Strength: 4,000 psi compressive strength at 28 days. C. Curing material WATERFRONT PARK SPEC. NO. 900342 a Admixtures: ASTM C260 - Air Entrainment. Admixtures as selected by Contractor and approved in writing by Construction Manager /Engineer. No calcium chloride will be permitted. 1. ASTM C171 for sheet materials. 2. ASTM C309, Type I, Class B, for liquid membranes. Sonnenborn "Kure -N- Seal ", or approved. 02514- 3 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 1 OCTOBER 1990 WATERFRONT PARK SPEC. NO. 900342 3.0 2 REINFORCEMENT FOR SIDEWALKS 02514- 4 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 1 OCTOBER 1990 D. Protective covering material 1. Waterproof paper or plastic membrane. E. Expansion Joint filler and sealer: 1. Premolded asphalt expansion joints 3/8" thick - full depth. 2. Sealer: Sikaflex la. Color to match concrete. F. Reinforcement: ASTM A185, WWF 6 x 6 - W1.4 unless otherwise shown. Position as directed. 2.0 2 SOURCE QUALITY CONTROL A Tests: May be made at plant prior to delivery. Coordinate as specified in Section 01400. Verify conformance With specified requirements prior to placement. 1. Verify that earthwork is completed to correct line and grade. 2. Check that subgrade is smooth, properly compacted to degree specified in Section 02200, and free of frost and excessive moisture. PART 3 - EXECUTION 3.01 PREPARATION A Stake and lay out paving. Conform to radii and standards required, where applicable, by governing authorities. 1. Verify dimensions and shapes. B. Protect surrounding areas and surfaces to preclude damage. C. Assemble formwork to permit easy stripping and dismantling without damaging concrete. 1. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. Allow for sealant installations over. 2. Position forms and stake to true line and grade. Use subgrade template to establish correct finish grades. A. Unless . otherwise directed, place reinforcement at mid - height of slabs -on- grade. B. Interrupt reinforcement at expansion joints. C. Place reinforcement to achieve slab and curb alignment as detailed. D. Provide dowelled joints at interruptions of concrete with one end of dowel set In capped sleeve to allow longitudinal movement. 3.03 FORMED JOINTS A. Place joints as shown on the plans. Establish intervals to correct elevation and profile. Align curb, gutter (as applicable), and sidewalk joints. B. Place joint filler between paving components and building or other appurtenances. Hold down material to allow for sealant. C. Place sealant over all expansion joints. Leave sealant flush with surface and only the width of the joint. 3.04 INSTALLATION WATERFRONT PARK SPEC. NO. 900342 02514- 5 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 1 OCTOBER 1990 A. Place in accordance with ACI 301. Install the work in accordance with Quality Assurance provisions, References, Specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. Slope surfaces uniformly to an acceptable drainage system. Surfaces are required to drain properly and away from structures. 1. Conventional cast -in -place concrete: Thoroughly dampen subgrade prior to placing. Spread uniformly between the forms and compact thoroughly. 2. Locate and construct conventional through - joints and dummy joints as shown on plans or to align with curb expansion joints where walks and curb abut. Support premoided Joint filler until concrete is placed on both sides of through joints. a After concrete has been thoroughly compacted and leveled, float with wood float and finish at the proper time with a steel float. Tool conventional sidewalk edges with 1/2 inch radius edger. b. Score dummy joint pattern 1/4 inch deep. As directed, brush the surface with a fiber hair brush in a transverse direction. c. Wheelchair, handicapped ramps: To Handicapped Regulation Standards, as applicable. 3.05 FIELD QUAUTY CONTROL 3.0 6 FORM REMOVAL A. Remove as directed. 3.07 CURING AND PROTECTION 3.09 ' CLEANING WATERFRONT PARK SPEC. NO. 900342 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING 1 OCTOBER 1990 A. Tests and inspections: Verify that work conforms to Specifications. Include Section 01400, testing of cylinders for slump and air- entrainment in accordance with ACI 301. 1. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. A. Apply curing' agent immediately after finishing. Maintain for five days. Do not use white pigmented curing compound. B. Have readily available sufficient protective covering. specified. Cover entire day's pour in event of rain or other unsuitable weather. C. Protect paving against damage or defacement of any kind until accepted by Owner. 1. Remove unacceptable, damaged, or defaced paving and install as orginally specified. 3.0 8 PROTECTION Protect . paving from traffic, premature drying, excessive hot or cold temperatures, and mechanical inJury for seven days minimum or until a flexural strength of 450 pounds per square inch has been attained. A. Leave installation clean. Leave premises clean and free from residue of work of this section. END OF SECTION 02514- 6 WATERFRONT PARK SPEC. NO. 900342 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work includes cast -in -place concrete curbing. 1.02 RELATED SECTIONS SECTION 02528 CAST -IN -PLACE CONCRETE CURBS 1 OCTOBER 1990 A Coordinate related work specified in other parts of the Project Manual including but not limited to the following. Section 01400 - Testing Laboratory Services Section 02200 - Earthwork Section 02514 - Portland Cement Concrete Paving 1.03 REFERENCES A. See Section 01090 for the following standards: WSDOT Washington State Department of Transportation - 1988 Standard Specifications and Plans for Road, Bridge, and Municipal Construction including Standard Drawings. 1.04 DEFINITIONS A. Engineer In WSDOT means Construction Manager. B. Plans in WSDOT means Drawings. C. State in WSDOT means Owner. 1.05 QUALITY ASSURANCE A Requirements of regulatory agencies current as of Project Manual date. 1.06 PROJECT AND SITE CONDITIONS A. Environmental requirements: 1. Weather: Place only under favorable and approved weather conditions. PART 2 - PRODUCTS 2.01 MATERIALS A Comply. with Quality Assurance provisions, References, and Specifications. Where these conflict, the more stringent requirements govern. 02528 -1 1. Materials: WSDOT Section 8 -04 - Curbs, Gutters, Spillways, and Inlets. 2. Concrete for curbing and gutters: Same as specified in Section 02514. 3. Profiles: As indicated and as required. Include finish terminations, radii, and other measurements. 4. Expansion joints: Same as sidewalks in accordance with Section 02514. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 3.0 2 PREPARATION A. Protect surrounding areas and surfaces to prevent. damage from work of this section. 3.0 3 CONSTRUCTION WATERFRONT PARK SPEC. NO. 900342 02528-2 SECTION 02528 CAST -IN -PLACE CONCRETE CURBS 1 OCTOBER 1990 A. Perform the work in accordance with Quality Assurance provisions, References, Specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. Follow WSDOT Section 8 -04 - Curbs, Gutters, Spillways, and Inlets except as specified, and the following: 1. Measurement and payment provisions DO NOT apply. 2. Provide survey line and grade. 3. Install expansion joints at ten feet on center where walk and curb abut. Align joints in curb with joints in walk. 4. After form removal, trowel edges to maintain shape, grade, and curb alignment. Trowel both front and back edges to 1/2 -inch radius. Unless otherwise directed, broom - finish surface including troweled edges to a gritty finish after free moisture has disappeared from the surface. C. Remove and replace defective work as directed by Construction Manager. Patching not permitted. 3.04 FIELD QUAUTY CONTROL A Inspection and testing: See Section 01400. Inspect and test same as for work of Section 02514. 3.05 CLEANING WATERFRONT PARK SPEC. NO. 900342 A. Leave areas clean and free of debris and residue from work of this . section. END OF SECTION SECTION 02528 CAST -IN -PLACE CONCRETE CURBS 1 OCTOBER 1990 WATERFRONT PARK SPEC. NO. 900342 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work includes, but is not limited to the following: 1. Markings, including stripes, street crosswalks, and lettering as shown. 1.0 2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Project Manual, including but not limited to the following: Section 02513 - Asphaltic Concrete Paving 1.03 REFERENCES A. See Section 01090 - Reference Standards for listed association, council institute, society and the like organization. FS TT -P -115 E -75, Paint, Traffic, Highway Boeing Standards for Design D180- 14302 -3 City of Tukwila "Road Standards" 1.04 PROJECT CONDITIONS A Environmental requirements: As required by Manufacturer and the following limitations: 1. Surfaces: Cured, treated, and dry. 2. Ambient temperature: Above 40 degrees F. 3. Weather, where exposed to the elements: Not rainy or foggy. 1.05 SEQUENCING AND SCHEDUUNG A. Phase in properly with Construction Manager. 1.06 SUBMITTALS A. Submit product data on all materials in accordance with Section 01300. 02580 -1 SECTION 02580 PAVEMENT MARKING 1 OCTOBER 1990 PART 3 - EXECUTION 3.01 EXAMINATION 3.0 2 APPLICATION 3.03 CLEANING WATERFRONT PARK SPEC. NO. 900342 SECTION 02580 PAVEMENT MARKING 1 OCTOBER 1990 PART 2 - PRODUCTS 2.01 GENERAL A Products: Factory- mixed, quick -drying synthetic alkyd traffic paint/FS TT- P- 115 -E -75, nonbleeding type. 1. Colors: As shown on plans. 2.02 ACCEPTABLE MANUFACTURERS AND PRODUCTS A. Sherwin- Williams Pro -Mar 829 Series Traffic Marking Paint. B. Miller 8000. C. Preservative Paints No. 33-555 and 33 -655. A. Verify application conditions as satisfactory to receive work of this section. Do not apply until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. B. Protect surrounding surfaces to preclude damage from work of this section. A Apply parking lot markings in accordance with Boeing Standards Vol. 1, Sec. A -2, Part VII Traffic Markings, Provisions, Specifications, Drawings, and manufacturer's instructions. Where these may be in conflict, the more stringent requirements govern. 1. Apply paint with Manufacturer - recommended mechanical equipment. a Make uniform straight -edged lines and symbols. 2. Provide additional coats required to produce bright opaque finish. A Leave applications clean. Leave premises clean and free from residue of work of this section. 3.04 PROTECTION A Until thoroughly dry, protect and barricade painted markings from: 1. Vehicular and pedestrian traffic. 2. Soiling and contamination from foreign materials. END OF SECTION 02580 -2 WATERFRONT PARK SPEC. NO. 900342 PART 1 - GENERAL 1.01 SCOPE This work includes construction of precast concrete unit pavement. 1.02 DESCRIPTION Concrete and unit paving consist of: a layer of concrete pavers, a sand - bedding layer, a compacted subbase, and a well- drained and compacted subgrade. Solid pavers over concrete base. Perforated pavers (turfstone) over sand base. 1.03 SUBMITTALS SECTION 02600 CONCRETE PAVERS 1 OCTOBER 1990 Submit product data on all materials in accordance with Section 01300. Test sieve sizes to be the same as those specified. submit two (2) samples of pavers. PART 2 - MATERIALS 2.01 SUBGRADE Subgrade shall be prepared in conformance to Section 02200 and compacted to 95% at optimum moisture content. 2.0 2 SUBBASE FOR PERFORATED PAVERS Subbase shall consist of 6" of dense graded aggregate, compacted to 95% at optimum moisture content. A. S. A. S. Sieve passing. Sieve Passing 53.0 mm 100 2" 100 26.5 mm 79 -90 1" 70 -90 13.2 mm 50 -75 1/ 2" 50 -75 6:7 mm 35 -60 1/4" 35 -60 2.36 mm 8 25 -50 425 urn 15 -30 40 10 -25 75 urn 5 -20 200 5 -15 Inspection: The subbase must be inspected and approved before further construction. 2.03 SAND - BEDDING LAYER FOR PERFORATED PAVERS A. The bedding sand shall be well - graded coarse sand. Masons sand or dune are not suitable. 02600 -1 A. Materials B. Sampling WATERFRONT PARK SPEC. NO. 900342 Grading Limits A. S. A. S. Sieve Passing lams Passina 9.52 mm 100 4 90 -100 4.75 mm 95 -100 8 80 -95 2.36 mm 80 -100 16 55 -85 1.18 mm 50 -85 50 10 -35 600 u.m. 25 -60 200 0 -5 300 urn 10 -30 150 urn 5 -15 75 um 0 -10 2.04 CONCRETE BASE FOR SOLID PAVERS See Section 02514, Portland Cement Concrete Paving. 2.05 SOLID PAVERS Pavers shall be ROMP -6 "Roman Paves ", available from Westcon Construction Products (206) 625.9746. Interlocking concrete pavers shall be manufactured in accordance with ASTM C936 -82 "Solid Concrete Interlocking Paving Units ". Laying Pattern: Concrete pavers shall be laid in a running bond pattern and shall conform to the alignment shown on the plans (see detail). 2.06 PERFORATED PAVERS (TURFSTONE) 1. Cementitious Materials - Materials shall conform to the following applicable ASTM specifications: 2. Portland Cements - Specification C150. 3. Blended Cements - Specification C595, Types IS or IP. 4. Hydrated Lime, Type S - Specification C207. 5. Pozzolans - Specification C618. 6. Aggregates shall conform to the following ASTM specifications, except that grading requirements shall not necessarily apply: 7. Normal Weight - Specification C33. 8. Compressive Strength - At the time of delivery to the work site, the average compressive strength shall not be less than 40 MPA (6,000 psi). 9. Visual Inspection - All units shall be sound and free of defects that would interfere with the proper placing of the unit or impair the strength or permanence of the construction. Minor cracks incidental to the usual methods of manufacture or minor chipping resulting from customary methods of handling in shipment and delivery, shall not be deemed grounds for rejection. The Boeing Representative shall be accorded proper facilities to inspect and sample the units at the place of manufacture from lots ready for delivery. 02600 -2 SECTION 02600 CONCRETE PAVERS 1 OCTOBER 1990 WATERFRONT PARK SPEC. NO. 900342 SECTION 02600 CONCRETE PAVERS 1 OCTOBER 1990 The compressive strength tests shall be done on 50 MM (2 ") cubes cut from a full unit. PART 3 - EXECUTION 3.1 CONSTRUCTION FOR SOLJD PAVERS A. Prior to construction of paver mowstrip and garden paths, the contractor Is to review with the Boeing Representative the existing installations located in the Linear Park adjacent to the south end of Waterfront Park. B. Existing Ground: Existing ground shall be dug out and shaped as closely as possible to the required dimensions and levels. Compaction of the ground shall be done with the plate compactor. C. Base: Place reinforcement (as required) and concrete to depths, lines, and grades specified on the plans. D. Laying Solid Pavers: Bond pavers to concrete base in a running bond pattern (unless otherwise noted) when the paving is wet or with a thin layer of sand and cement with latex additive (Laticrete). Pavers are laid with a 1/2" max. joint, and it is critical that this joint width be maintained. Full pavers are laid first'with the gaps at the edges filled with standard edge pieces or with pieces cut to fit. The cut pieces should be at least 25% of a full paver. Cutting shall be done with a masonry saw. E. Pavers shall be damp before grouting. Mix grout or pointing mortar, consisting of 1 part Portland cement and 3 parts dry superfine sand, to a thick pouring consistency. Force into joints with trowel, cut joints with trowel point to eliminate voids and to bond grout with the setting bed. Pavers can be cleaned as soon as joints are thumb print hard. Do not allow mortar scum to dry on the paver faces. Clean paver as work progresses to minimize final cleaning. Drag the surface of the paver with damp heavy toweling, rinsing often in clean water until all traces of mortar are removed. F. If cement scum appears after drying, the following method is recommended: 1. Allow the mortar and grout to thoroughly set and cure. Remove as much grout as possible with wood paddles or scrapers before acid cleaning is started. Thoroughly sweep or vacuum the floor. Use a damp sponge or cloth to remove all construction dirt and grime. 2. Wet the area to be cleaned with CLEAR water. Do not wet more area than you can clean in 30 minutes. 3, Prepare a solution of 1 part hydrochloric acid (Muriatic) in 10 parts of mean water. Apply and scrub with a fiber brush or sponge. Use only FRESH and CLEAN acid solution throughout the cleaning. Do not dip an unclean brush 02600.3 WATERFRONT PARK SPEC. NO. 900342 SECTION 02600 CONCRETE PAVERS 1 OCTOBER 1990 in the acid solution. Provide a container of CLEAN water to rinse out the brush or sponge before dipping the cleaning tools back into the acid solution. Clean a small area at a time. Do not allow the acid cleaning scum to dry on the floor. If proprietary cleaners are used, follow manufacturer's instructions. 4. Rinse paver surfaces with CLEAN water. Continue to rinse the area until clean. 5. Paver surfaces having grout stains will not be accepted. 3.2 DAMAGED PAVERS Any pavers which are structurally damaged during construction shall be removed and replaced. 3.3 INSTALLATION OF TURFSTONE A. Turfstone Paving Turfstone paving consists of a layer of turfstone pavers, a sand - bedding layer, a compacted subbase where required and a compacted subgrade. B. Subgrade The subgrade shall be shaped to a smooth uniform surface to the grade and cross section required. Any unsuitable material shall be removed and replaced with approved fill. The subgrade shall be compacted to achieve the required bearing capacity. C. Subbase The subbase shall be spread in layers not exceeding 150 mm (6 ") and compacted to achieve the required density. The subbase shall be shaped to a smooth uniform surface to the grade and cross section required. D. Sand - Bedding Spread 25 mm to 40 mm (1" to 1 -1/2 ") of loose sand to the design profile. The bedding sand shall be spread in a uniform layer to the design profiles. The thickness of this sand - bedding should be within the range of 20 mm (3/4 in.) to 40 mm (1-1/2 in.) after compaction. Under no circumstances shall the sand - bedding layer exceed 40 mm (1 -1/2 IN after compaction. 02600.4 E. Laying Pavers Place the turfstone on the sand- bedding and hand tamp to ensure uniform bedding over the entire unit. Do not allow any vehicle traffic on the turfstone until the openings have been filled with topsoil. F. Topsoil WATERFRONT PARK SPEC. NO. 900342 Fill the openings to 15 -20 mm below the surface of the units with topsoil as specified in Section 02822 Planting. 3.4 CONCRETE PAVER & TURFSTONE INSTALLERS Approved by manufacturer. Only approved installers may be used. 1 . APPIAN CONSTRUCTION (Nigel Jones 365 -0440) 12304 31st Ave. NE, Suite C Seattle, WA 98125 2. J. E HOUCK CONSTRUCTION (Jim Houck 641 or (503) 253 -3913) 1203 SE 122nd Avenue Portland, OR 97216 3 . THE FOSS COMPANY (Mildred Foss 325 -7635) 429 Lakeside Avenue Seattle, WA 98144 4 . MODERN TILE COMPANY (Dan Fisher 537 -8344) 9026 Pacific Avenue S Tacoma, WA 98444 5. COBBLESTONE CONSTRUCTION (Brad Ort 742 -1292) 11901 10th Drive SE Everett, WA 98105 6 . POWELL PAVERS (Randy Powell 939 -9849) 2816 Pike Street SE Auburn, WA 98002 END OF SECTION 026005 SECTION 02600 CONCRETE PAVERS 1 OCTOBER 1990 1 .0 3 REFERENCES WATERFRONT PARK SPEC. NO. 900342 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work includes, but is not limited to the following: 1. Catch basins. 2. Storm drainage pipe, extension, and connection. 1.02 RELATED SECTIONS Section 02200 - Earthwork Section 02050 - Demolition APWA -81 Standard Specifications for Municipal Public Works Construction SECTION 02720 STORM SEWER 1 OCTOBER 1990 A See Section 01090 - Reference Standards for listed association, institute, society, and like organizations. ANSI /ASTM 076 Reinforced Concrete Storm Drain ANSI /ASTM C443 . Joints for Circular Concrete Sewer and Culvert Pipe; Using Rubber Gaskets ASTM 3034 PVC Pipe ASTM 3212 PVC Joints ASTM F -477 PVC Gaskets 1.04 DELIVERY, STORAGE, AND HANDUNG . A Protection: Use all means necessary to protect materials before, during, and after installation and to protect the installed work and materials of all other trades. B. Replacement: in the event of damage, immediately make all repairs and replacements necessary to the approval of the Construction Manager and at no additional cost to the Owner. 1.05 SUBMITTALS A Submit as specified in Section 01300, composite data sheets on all materials. 02720 -1 WATERFRONT PARK SPEC. NO, 900342 PART 2 - PRODUCTS 2.01 MATERIALS AND ASSEMBLIES A PVC, Type 3034. Joints for PVC pipe shall conform to ASTM D3212 using restrained gasket conforming to ASTM F477. B. Reinforced concrete pipe: Rubber gasketed, conforming to Class 2, ANSI /ASTM C76. C. Catch Basins: APWA Type I -C precast concrete inlet catch basins. D. Frame: APWA Std. No. 49, Cast Iron ASTM A48, Cast Steel ASTM A27 or Ductile Iron ASTM A 536 Grade 80- 55 -06. E. Grating: ASTM A27 or ASTM A536, APWA Std. No. 49, C -C, A -A. F. Trench Drain Frame and Grate: See plans. G Inlets: See plans. H. Foundation, Bedding, and Backfill: See Section 02200. PART 3 - EXECUTION 3.01 CONDITIONS A Existing utilities: Locate and flag recorded underground utilities and utility crossings and notify utility companies and agencies of scheduled excavations. Comply with RCW requirements, telephone (1-800-424-5555) at least two days prior to excavation. B. Inspection: Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. C. Discrepancies: In the event of discrepancy, immediately notify the Construction Manager. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 3.0 2 TRENCHING, BEDDING, BACKFILUNG, AND COMPACTING 3.03 INSTALLATION OF CONCRETE, AND PVC PIPE 02720-2 SECTION 02720 STORM SEWER 1 OCTOBER 1990 A See Section 02200 for Excavation, Bracing, Shoring, Bedding, Backfilling, and Compacting. A Preparation of pipe: Inspect all pipe and fittings before being laid. • Do not use cracked, broken, or defective pipe in the work. B. Laying and jointing pipe. Pipe laying: Take precaution to prevent foreign materials from entering the pipe while it is being placed in the trench. During laying operations, do not place debris, tools, clothing, or other materials in the pipe. Maintain cleanliness of piping throughout installation by providing caps or plugs on ends of piping. C. Line and grade . Maximum deviation of sewer piping from true line of grade as established by the Drawings shall not exceed 1/2 inch for line and 1/2 inch for grade. Pipe shall be laid true to the line and grades established. D. Joints and connections WATERFRONT PARK SPEC. NO. 900342 SECTION 02720 STORM SEWER 1 OCTOBER 1990 1. Catch basins: Make connections to sewers, manholes, and catch basins in accordance with the Drawings and applicable APWA Standard Details. E. Dirt, scale and other foreign matter: Remove as work progresses. Air blow systems or continuously flush out to obtain a clean piping system. Systems shall be approved by Construction Manager before testing starts. F. Leaks in piping: Correct immediately, using new materials; leak - sealing compounds or peening not permitted. 3.04 INSTALLATION OF CATCH BASINS AND MANHOLES A. Trenching, backfilling, and compacting: See Section 02220. B. Inverts: Establish elevations and pipe inverts for inlets and connections as shown. C. Level of basins: Establish correct elevation for base slab. D. Form and place cast -In -place concrete base pad over compacted fill or compacted granular base with provisions for storm sewer pipe end sections. E. Place precast concrete elements in accordance with APWA requirements. F. Mount lid and frame level in grout, secured to top section to elevation shown. G Grout inlet and outlet connections of pipe to precast catch -basin unit. 027203 WATERFRONT PARK SPEC. NO. 900342 3.05 INSTALLATION OF TRENCH DRAIN FRAME AND GRATE A. Install in strict accordance with manufacturer's instructions. 3.06 CLEANING AND TESTING A. Cleaning and testing shall comply with Standard Specifications. Remove all debris from pipes and catch basins. END OF SECTION SECTION 02720 STORM SEWER 1 OCTOBER 1990 ASTM A 120 -84 ASTM B 3 -74 . ASTM D 1784 -81 ASTM D 1785 -83 ASTM D 2241-84 ASTM D 2466 -80 ASTM D 2564 -80 DC WATERFRONT PARK SPEC. NO. 900342 SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 PART 1 GENERAL 1.01 SECTION INCLUDES A. Work includes, but is not limited to the following: 1. Complete controlled irrigation system for specified plantings and sodding, balanced and ready for operation. 1.0 2 RELATED SECTIONS A. Coordinate related work specified in other parts of the Contract Documents, including but not limited to the following: Section 02822 - Planting 1.03 REFERENCES A. Refer to the following standards: Pipe Steel, Black and Hot - Dipped Zinc Coated (galvanized, welded, and seamless for ordinary uses) Soft or Annealed Copper Wire Rigid Polyvinyl Chloride (PVC) Compounds and Chlorinated Polyvinyl Chloride (CPVC) Compounds Polyvinyl Chloride (PVC) Plastic Pipe Schedules 40, 80, and 120 Polyvinyl Chloride (PVC) Pressure -Rated Pipe (SDR- Series) Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 40 Solvent Cements for Polyvinyl Chloride (PVC) Plastic Pipe and Fittings ASTM D 2672 -81 Bell -End Polyvinyl Chloride (PVC) Pipe ASTM D 3139 -84 Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals US Product Standard: PS 22 -70 NSF: National Sanitation Foundation 02750 -1 1.04 SUBMITTALS A. Submit the following: DC WATERFRONT PARK SPEC. NO. 900342 1. Work schedule: Submit a schedule coordinated with related trades 30 days prior to the start of sprinkler work. 2. Submit test certificates and component guarantees. SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 3. Product data: On all materials specified, indicate operation characteristics. Show pressures and losses. No substitutions. 4. Samples: Furnish three (each) 1 -foot long 1 -1/2 inch diameter Class 200 and Schedule 40 (marked) pipe sections. Sampl.ss acceptable to Construction Manager may be incorporated into the work. Those rejected will be returned. indicate materials. 5. Operation and maintenance manual. Included maintenance directions, equipment brochures, and- a. Winterization spring start -up procedures. b. Chart of approximate times for programming controller zones in spring, summer, and fall. c. 8-1/2 x- 11 -inch copies of construction details. d. Replacement parts lists for each item. 6. Composite data sheets: Clearly identify, in colored ink, specific products used in the field. 7. Project record drawings: Prior to backfilling, record underground appurtenances including backflow preventers, valves and drains. Record variations as approved by the Owner. Update daily as the work proceeds. a. Dimension off of two permanent, fixed objects for relocation after burial. 8. Upon final acceptance of the system, provide: a. Two complete sets of keys and tools necessary to operate, drain, activate, and deactivate the installation. b. Signed and approved sprinkler, plumbing, electrical, and health department permits, ds required. 1.05 OUAUTY ASSURANCE A. Installer qualifications: Contractor to have at least five years experience performing comparable work. 02750-2 4- 1.0 6 PREINSTALLATION CONFERENCE A. Schedule timely on -site meeting with Construction Manager and Landscape Architect. Allow for establishing heights, setbacks, and other reasonable minor adjustments required, without added costs. 1.07 DELIVERY, STORAGE, AND HANDLING A. Package plastic pipe to protect pipe ends, threaded and plain. Minimum pipe lengths: 20 feet. B. Handle carefully to protect materials. 1.0 8 PROJECT SITE CONDITIONS A. Environmental requirements: Backfill when PVC pipe is not in an expanded conditions due to heat or pressure. Cool pipe by operating the system a short time before backfill, or backfill In early morning. Avoid heat of the day on straight runs of over 500 feet. 1.0 9 WARRANTY A. See Conditions of the Contract for Contract Warranty. Also submit equipment manufacturer's standard warranties. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS DC WATERFRONT PARK SPEC. NO. 900342 SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 A. Equipment: Manufacturer noted in item specification. Other manufacturers offering comparable equipment (as judged by Construction Manager /Landscape Architect) will be considered only if the specified item is no longer manufactured. 2.02 GALVANIZED PRODUCTS A. Pipe: ASTM A 120, Schedule 40, product of domestic manufacturer. 1. Fittings: Malleable B. Coatings (do not add solvent): 1. Below grade: Coat with American Tar - Carbon Elastic No. 2221, or approved equal. Ensure coverage of male threads. If required, heat to increase flow without applying direct flames. 2. Above grade, see referenced ASTM for alkyd finish product required: a. Apply pretreatment primer: Product 21 or 50. b. Apply finish: Product 14 or 15, color matte black. 02750.3 2.03 PLASTIC PRODUCTS DC WATERFRONT PARK SPEC. NO. 900342 SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 A. Pipe: Pacific Western Pipe, PVC 1120 or 1220, marked with manufacturer's name, class, NSF seal, and date of extrusion run. 1. Surfaces: Uniformly smooth and glossy; exterior and interior walls unblemished by extrusion marks. 2. Products may be prebelled or have individual solvent -weld couplings. 3. Pipe Main: Fabricated from compounds specified in ASTM D 1785, Schedule 40. 4. Pressure -rated lateral pipe: ASTM D1784 and ASTM 2241 Class 200, SDR21. B. Fittings, cement, and thinner: ASTM D 2466, Schedule 40, full size, brands recommended by pipe manufacturer. C. Sleeves: Class 160 PVC. 2.04 EQUIPMENT A. Sprinkler heads: type as indicated on drawings. B. Automatic Control Valves: Weathermatic 8000 CR and Weathermatic 8000 CR with XPR option for pressure compensation. Brass body types with shutoff handles (crosshandle) and manual bleed capabilities. Refer to Drawings for sizes required (see Valve Data Chart). C. Valve boxes and meter boxes: 1. Automatic valve boxes: Ametek Jumbo box or Carson 13208 -13B only. 2. Valve boxes for double check and pressure reducing valve: Carson 173OC -12B. Two (2) required. 3. Equip Jumbo boxes with bolting locking device. 4. All boxes shall be "green" in color. D. Backflow preventer: Febco 805Y, double check assembly. Provide gate valves on Inlet and outlet side. E. Automatic controllers: (1) Rainbird RC 1860 AB, pedestal mount with PED Turf pedestal. (1) Rainbird RC 1260 C, pedestal mount with PED Turf pedestal and RC -7A adapter. Provide locking enclosures. Units are operated on one 14 calendar day cycle, and equipped with 18 or 12 stations, 6 -60 minute variable timing. RC 1260 C is UL approved. 027504 DC WATERFRONT PARK SPEC. NO. 900342 SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 F. UL -UF control wires for automatic valves: Insulated, single- strand copper designed for 24 -50 volts. Clearly mark or emboss on the insulation jacket of the wire, UL (Underwriters Laboratories) and OF (Underground Feeder) designations. Copper conductor: Meet or exceed ASTM B 3. Use red, white, and orange insulation colors. Electrical wire splices: 3M Scotch -Lok Seal Tac 3567 -77 -78 or 3MDBY. Use all- weather black plastic electrical tape, 3/4 -inch width x 0.007 -inch thickness. H. Sprinkler risers: Install spray heads flush with the finish grade. Mowing equipment to clear lawn spray heads. 1. Include triple swing Joint risers or swing pipe as detailed. 2. Lawn sprinklers adjacent to pavement or curbs. to be set not farther away from pavement and curbs than necessary to ensure lawn edger clearance without damaging the head. 3. Top of pop -up sprinklers to be flush with finish grade. i. Service connection: Service connection to existing water line. No water meter is required. J. Pipe sleeves: Class 160 PVC pipe. K. Pressure - reducing valve: Wilkins 500 pressure reducing valve or approved equal. L. Pressure gauge: Shall be liquid - filled, Ashcroft 1009AL. Include brass gauge cock with each gauge. M. Quick coupling valves in planting areas: Rainbird 5 LRC, lock -top, rubber- covered. Provide one coupler key and two lock -top cover keys. Equip valve with U -bolt and angle iron attachment to prevent rotation. N. Quick- coupling valve for air blowout of the system: Weathermatic V151 L. Provide MPT key to fit. Q Prefabricated swing joint for quick coupling valve: LASCO Schedule 80. P. Stop valve: Mueller H- 10283. Q Water meter: No water meter is required. R. Rainmaster Remote Control 24 PC connector and CMAD (chassis mounted access door). Two required. S. Detectable marking tape: Detectable marking tape for marking irrigation main and pipe sleeves shall consist of inert polyethylene plastic that is impervious to all known alkalis, acids, chemical reagents and solvents encountered in the soil. It shall have a metalic foil core to provide the most positive detection for pipeline locators. 027505 T. Hose swivel ell: Rainbird SH -1 (1" x 3/4 "). PART 3 - EXECUTION 3.01 EXAMINATION 3.02. PREPARATION 3.03 INSTALLATION DC WATERFRONT PARK SPEC. NO. 900142 02750-6 SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 The tape shall be blue in color and shall be printed continuously with the words "Caution, Water Line ". The width of the tape shall be recommended by the Manufacturer for the depth of installation. A. Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. 1. Verify static pressure at point of connection. Notify Construction Manager of available pressure before proceeding. 2. Verify exact location of water sources. 3. Discrepancies in Drawings: Report to Construction Manager and Landscape Architect conflicts or deviations between irrigation and landscape Drawings and the site. Failure to do so before installation of equipment will result in replacing and relocating equipment at your expense. A. Prior to the start of work of this section, determine the location of existing above -and below- ground utilities and structures. Conduct the work so as to protect the existing structures and utilities from damage and to prevent service interruptions. 1. In the event of damage, immediately make repairs and replacements necessary for Construction Manager's acceptance. B. Protection: Protect surrounding areas and surfaces to prevent damage from work of this section. A. Install the work in accordance with the specifications, Drawings, and manufacturer's instructions. Conform to the Uniform Plumbing Code, unless otherwise indicated. 1. Location, size, and type of equipment is indicated on system layout. 2. Stake out system before construction begins. Alterations and changes in the layout may be expected in order to conform to site conditions and obtain full and adequate water coverage. While corrective measures may become necessary, do not make changes or alterations without authorization of the Construction Manager or the Landscape Architect. a. Maintain water coverage. Do not decrease number of heads indicated unless acceptable to the Construction Manager or Landscape Architect. 3.04 TRENCHING AND BACKFILLING A. Place earth in backfill free of stones around pipe and fittings. Tamp well. Compact fill to 90% density at optimum moisture content. B. Lifts: 6 inch maximum. Remove roots, rocks, and surplus excavation materials from the site. No adverse trench settlement is acceptable during the warranty period specified in the Conditions of the Contract. C. Place marking tape 6" above lateral when in a common trench with the main. Place tape 6" above main all other locations. 3.05 AUTOMATIC VALVES A. Install automatic valves in valve boxes, as specified. Provide compression coupling on the outlet sides. Flush supply lines before installing automatic valves. Use valve box extensions to ensure that box extends completely below bottom of valve. 1. Install flush with finish grade. 2. Allow 6 inches clear between washed gravel and bottom of valve: 3. Install XPR option per detail. See legend for sprinkler operating pressure (pressure required) at most remote sprinkler. 3.06 PIPE AND FITTINGS DC WATERFRONT PARK SPEC. NO. 900342 A. Cut PVC pipe ends perpendicular to the pipe length; clean off cutting burrs before cementing. Use approved reaming tool. Wipe pipe ends clean using rag lightly wetted with PVC thinner. Apply cement with a light coat on the inside of the fitting and a heavier coat on the outside of the pipe. Insert pipe into the fitting and apply a quarter turn to seat the cement. Wipe excess cement from outside of the pipe. Cleaning off cutting burrs is MANDATORY. SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 1. Test pipe as specified in Field Quality Control article, this section. Do no backfilling other than at the centers of pipe lengths, until the pressure test is complete. 2. Allow solvent weld Joints at least 15 minutes setup time before moving and handling. Partially center -load to prevent arching and slipping. Allow no water in pipe until after 10 hours minimum to permit solvent weld set and cure. 3. Backfill as specified in this section, when the pipe is not in an expanded condition due to head or pressure. Cool the pipe as specified. 4. Ensure pipe interior is clean. Protect and close pipe ends not being worked. 02750-7 3.09 MAIN LINE A. Install as noted on drawings. 3.10 AUTOMATIC CONTROLLER 3.1 1 BACKFLOW PREVENTION UNIT DC WATERFRONT PARK SPEC. NO. 900342 SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 5. Assemble triple swing joints with two wraps of teflon tape at each connection. When assembled, joint is required to be watertight but capable of being adjusted up or down. (No tape required on Lasco prefabricated swing joint.) 6. Before pressure testing, allow 24 hours minimum for solvent weld joints to cure properly. 3.0 7 GALVANIZED PIPE AND FITTINGS A. Perform touch -up with zinc repair compound as required. 3.0 8 CONTROL WIRES A. Tape wire runs together at 10 -foot intervals. Then tape the bundled runs to the bottom of the supply main, also at 10 -foot intervals, with at least three wraps of electrical tape. 1. Encapsulate splices in the device specified for electrical wire splices. See equipment article, electrical wire splices. Install splices in plastic valve box at valve installations. No splices are permitted between controllers and valves. 2. Include a separate "hot" lead for each automatic valve. Once common wire may be used to reach all valves. Install auxiliary wires as noted on the Drawings. 3. Install auxiliary wires through each intermediate valve box. Loop at least 2 feet of the wire in a coil as it passes through box and at each right angle turn in the main. 4. Minimum size of copper wire: #14 UF. Color code control wires as follows: Neutral (common wire) white Hot wire red (or black) Auxiliary wire orange A. Install controllers "X" and "V" by pedestal- mounting at location shown. Coordinate exact locations with the Construction Manager. Obtain 120 -volt supply from source as shown on electrical plan. 120V supply through wall to outside of building by controller "V" is existing at Linear Park at the south end of the project. Coordinate with Construction Manager. A. Install per plan with prior .approval of the Landscape Architect. Minor adjustments of location may be required for aesthetic purposes at no additional cost to the contract. Install per code; include galvanized unions on both inlet and outlet sides. 02750.8 3.12 PRESSURE REDUCING VALVE DC WATERFRONT PARK SPEC. NO. 900342 SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 Refer to cut -in detail for special valve box drain (with pea gravel) to ensure that the valve box is dry at all times. Ensure that the petcocks are 12" clear from the valve box side. The double -check valve box is an extremely tight fit to meet the above 12" requirement. If necessary, substitute larger valve box. A. Position valve so pressure adjustment screw is readily accessible from the top of the valve box. 3.13 PIPE SLEEVES A. Furnish pipe sleeves where shown. Install with 24" minimum cover. Install duplicate where shown on Drawings. Wrap both ends with detectable marking tape and three strands of color coated wire. Extend the wire to finish grade as a marker. 3.14 SYSTEM FLUSHING A. Flush the entire system before installing sprinkler head. After capping risers, remove cap nearest automatic valve, flush, and recap. Repeat until the last head on the circuit Is flushed. 3.15 FIELD QUALITY CONTROL A. Inspections and testing 1. Perform inspections and tests under direction of Construction Manager and Landscape Architect. Give 48 hours notice minimum each time inspection is required. 2. Do no backfilling other than centers of pipe lengths (exposed joints) until pressure test is complete and is accepted by Construction Manager for backfilling. 3. Remove and replace unsatisfactory work such as disorderly Installations and poor workmanship. B. Preliminary inspection and pressure testing: 1. Before you request preliminary inspection, complete the following: a. Place pipe and valves (including drain valves and quick- couplers) and other equipment except sprinkler heads. b. Cap risers except first riser from valve on each lateral (one uncapped riser per lateral). c. Purge air from main lines. 2. Test of mains and valves: Perform as follows, or test by pressure -drop method with line pressurized to 150 psi with a drop not exceeding 5 psi in 15 minutes and using pump acceptable to Construction Manager and Landscape Architect. 02750-9 3.16 CLEANUP DC WATERFRONT PARK SPEC. NO. 900342 SECTION 02750 IRRIGATION SYSTEM 1 OCTOBER 1990 a. With valves in place and closed, test at 100 psi minimum for 60 minutes without introducing additional service or pumping pressure. 1 ) Test with one pressure gauge installed on the line where directed. Lines with evidence of visible leakage will be rejected. 2 ) • Correct rejected installations and retest. 3. Test of laterals: Purge air from laterals and cap risers. Open automatic pressure reducing valves and bring system to line pressure. Lateral lines will be inspected visually. Lines with evidence of visible leakage will be rejected. 4. Rejected systems or portions of systems: Repair and retest as specified. C. Final Inspection, operation and coverage check: 1. Prior to request for final inspection, accomplish the following: a. Complete the installation including balancing, system adjusting, pressure reducing valves, flow adjustment keys, nozzles, and so forth, to provide optimum coverage without fogging. Backfill except for valve boxes. b. Present Operations and Maintenance Manual ready for review by Construction ,Manager and Landscape Architect. Record zones on inside controller face and also on valves. c. Complete Project 'Record Documents and submit for review by Construction Manager. d. Obtain miscellaneous keys, spare parts, and tools required. Deliver to Construction Manager. e. Clean out sediment from valve boxes so that washed gravel is below bottom of valve, and wiring (including spare wire) is visible. 2. Coverage check: Operate each zone of the system for manual, semiautomatic, and fully- automatic operation for the final inspection. A. Keep premises free from rubbish and debris during installation. Arrange materials so as not to interfere with other operations on the job site. Remove roots, rocks, and surplus excavation from the site. Remove unused material, rubbish, and debris. 3.17 SYSTEM OPERATION DEMONSTRATION A. Conduct training and orientation session for Owner. Include operation, adjustment, and maintenance of system. Review Project Record Drawings and operations manual. Notify Construction Manager in writing 2 weeks before the training and orientation session. 3.18 DEACTIVATION (WINTERIZING) AND REACTIVATING A. By Owner. See note on Irrigation Drawing. END OF SECTION 02750 -1 0 PART 1 - GENERAL 1.01 SECTION INCLUDES 1.0 2 RELATED SECTIONS WATERFRONT PARK SPEC. NO. 900342 Section 02750 - Irrigation System Section 02200 - Earthwork 1.0 3 REFERENCES A. Refer to the following standards: American Standard for Nursery Stock, 1980 Sunset Western Garden Book, 1967 Third Edition Hortus Third, Cornell University 1.0 4 SYSTEM DESCRIPTION 02822.1 SECTION 02822 PLANTING 1 OCTOBER 1990 A. Work includes but is not limited to topsoil, finish grading, sodding, planting trees, shrubs, and ground cover. A. Coordinate related work and requirements specified in other parts of the Contract Documents, including but not limited to the following: WSDA Washington State Department of Agriculture - Ornamental Evergreen and Deciduous Plants, Nursery Stock Standards (Order No. 1229, 1230, 1321, 1322) A. Materials, equipment, and labor for: planting lawns; reestablishing finish grading of planting areas following planting; protection and immediate maintenance; guarantee and replacement; and related items necessary to complete the work indicated. B. Quantities: Determine exact amounts from Drawings. 1.05 SUBMITTALS A. Submit in accordance with Section 01300 and the following: 1. Notification: Within 30 days after the award of Contract, submit documentation that plant materials have been ordered, purchase order number, and sample of each plant species. 2. Composite data sheets on all fertilizer. 3. One (1) cubic ft. soil and certification of conformance to the specifications. B. Submit Maintenance Data as specified in Section 01730. Include special directions essential for Owner's maintenance program after guarantee /warranty period expires. Include duplicate copies for landscaping maintenance personnel use during maintenance period. 1.0 6 QUALITY ASSURANCE A. Supplier, installer qualifications: Contractor to have at least five years experience performing comparable work. 1.0 7 DELIVERY, STORAGE, AND HANDLING A. Deliver as required. Protect all plant material from harm. Deliver fertilizers in original unopened containers, each bearing manufacturer's guaranteed analysis. Heal -in all rootballs if not planted the same day as delivered. Lay sod within 24 hours of delivery to the site. B. Acceptance at site: Verify undamaged conditions. C. Protection prior to installation: Protect from sun and drying winds from beginning of digging, during transporting, and on site. D. Handle and protect plants, roots, rootballs, and tips to prevent plant injuries. Pick up all plants from the rootball or container, not the trunk. E. Immediately remove unsatisfactory materials from site. 1.08 PROJECT SITE CONDITIONS A. Environmental requirements: Plant during periods normal for optimum growth, as determined by season, weather conditions, and accepted practice. You may conduct planting operations under unseasonable conditions, without additional compensation, by accepting full responsibility for subsequent resulting losses. B. Underground condition: WATERFRONT PARK SPEC. NO. 900342 1. Locate utility lines and underground obstructions to avoid damage during excavation. 2. Repair and replace damaged buildings, equipment, underground utilities, irrigation equipment, paving, surfacing, stairs, and other work damaged as a result of your operations. 1.9 SEQUENCING AND SCHEDULING A. Coordinate ordering of materials immediately following General Contract award. Ensure that specified sizes and quantities are furnished. 02822.2 SECTION 02822 PLANTING 1 OCTOBER 1990 1.10 WARRANTY A. Warranty Period for this work is as stated in General Conditions and begins at Owner acceptance. Warranty period for all plant material shall be one year from date of Owner acceptance. 1. Guarantee replacement: Acceptance of sample plants does not constitute acceptance of all plants. Final acceptance of plants shall occur at Owner acceptance of the completed project. PART 2 - PRODUCTS a. Plant materials: Warrant to be healthy and thriving. b. Remove and replace immediately during the Guarantee Period: Dead, diseased, dying, broken, or missing plant materials (except as noted below). Use specified plant and plant as specified; guarantee until acceptable, active, healthy growth is evident. c. Contractor's responsibility: During Guarantee Period, you are not held responsible for replacing plants destroyed or damaged by vandalism, accidents caused by vehicle (other than yours), or Acts of God, provided that you have exercised due care to protect the work. . When required replacement time falls during nonplanting season, you may request Owner's permission to defer planting until proper season. If granted, immediately remove dead plants, including roots, from site. e. Backfili pits properly with planting mix. Finish grade and leave in acceptable condition until proper planting season occurs. Replace with plants of same kind and size as those originally planted. Plant as originally specified. 2.01 MATERIAL - GENERAL WATERFRONT PARK SPEC. NO. 900342 SECTION 02822 PLANTING 1 OCTOBER 1990 A. Comply with Quality Assurance provisions, References, specifications, and manufacturer's data. 1. Plant materials: Meet or exceed following reference standards for quality, size, and condition: a. Washington State Standards for Nursery Stock: Order No. 1627. b. ANSI Z60.1 -1980: Nursery Stock. c. American Joint Committee of Horticultural Nomenclature: Standardized Plant Names. 02822-3 2. Fertilizer: Conform to referenced FS O- F -24D, Commercial Fertilizers and WSDA Laws. B. Topsoil: Furnish uniform mixture of 1/3 coarse washed sand, 1/3 decomposed sawdust, and 1/3 decomposed manure, free of noxious weeds, deleterious materials, and rock Cr debris that will not pass through a 3/4 -inch screen. C. Lime: Provide an acid - neutralizing agent in the form of ground, free- flowing dolomitic limestone at 50 lbs per 1000 sq ft in planting areas or bring pH factor to 6.0 with enough dolomitic limestone as required. No exceptions. D. Fertilizer: 1. Plants a. Osmocote 18-6-12 as top dressing for plant material. b. Agriform 20 -10 -15 planting tablets for planting pits. 2. Lawn a. 10 -20 -20 analysis for first application. b. 6 -2 -4 analysis for second application. E. Plant abbreviations (see Drawings for plant list): B &B BR br cal cont dia gal WATERFRONT PARK SPEC. NO. 900342 Balled and burlapped Bare root Branches Caliper Container Diameter Gallon F. Sod: Provide sod as follows: 1. 30% Hybrid Kentucky Bluegrass 50 -60% Turftype Perennial Rye 10 -20% Fine Fescue 2. Contains no more than 1% other grasses, none of which is coarse or of undesirable variety. 3 , Free of weeds, pests, and diseases. a. Contains no more than 1% Poa Anna (annual bluegrass). b. Not less than 10 months old and not more than 30 months old; healthy and with a dense, vigorous, well - developed root structure. c. Grown on fumigated soil with intensive care and cultivation under rigid quality control. d. Cut from fields no more than 24 hours before delivery to job site. 028224 S M L EXL NCN cc tri- spaced SECTION 02822 PLANTING 1 OCTOBER 1990 Small Medium Large Extra large No common name On center Triangular spaced 3.0 2 PREPARATION 3.03 INSTALLATION WATERFRONT PARK SPEC. NO. 900342 SECTION 02822 PLANTING 1 OCTOBER 1990 e. Cut 18 x 30 -45 inches rolled or slabbed and loaded on pallets. G Seed: Same mix as sod. H. Mulch: "Nutramulch" or "GROWCO ". PART 3 - EXECUTION 3.01 INSPECTIONS A. Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes your acceptance of conditions as satisfactory. A. Field measurements: Verify actual layout in relation to Drawings: Make adjustments as required by Construction Manager and Landscape Architect. In grouped planting areas, follow specified distances on center rather than estimated number of plants, be it a larger or smaller quantity. B. Plant locations: After placement of topsoil, stake tree locations for acceptance by Construction Manager and Landscape Architect. Make required field adjustments as directed. Avoid obstructions such as irrigation equipment. Large blocks of planting may be staked out by boundary rather than individual plants. C. Protect the public, adjacent properties, surfaces, and surrounding areas to prevent harm during work of this section. A. Install the work in accordance with References and Specifications. 3.04 SOIL CONDITIONS A. Verify existing soil conditions for contaminants that may have been discarded by other .trades, such as thinner and plaster. Report findings immediately to Construction Manager before placing topsoil. 3.05 NOTIFICATION OF ADVERSE CONDITIONS A. Notify Construction Manager of adverse drainage conditions affecting plant growth. 3.06 FINISH GRADING A. Finish subgrade and obtain approval of Construction Manager before you start planting or place any topsoil. Finish subgrade shall be smooth and conform to the final finish grade after topsoil placement. Allow for added topsoil and mulch in individual plantings as specified. 028225 3.07 PLANTING WATERFRONT PARK SPEC. NO. 900342 028226 SECTION 02822 PLANTING 1 OCTOBER 1990 A. Preparation 1. Before planting, soak dry rootballs. 2. Prune broken roots 1/2 inch or greater in diameter. Make clean cuts. 3. Plant when plant materials are available and weather conditions are consistent with good horticultural practice. B. Sequence: 1. Plant trees prior to placing topsoil over shrubs or lawn areas. 2. Place topsoil over shrub and lawn areas. 3. Plant shrubs, ground cover, and lawn. C. Tree Pits: 1. Dig tree pits and plant according to details prior to placing topsoil. Waste pit spoils evenly over subgrade. 2. If you encounter clay soil or unusual conditions likely to be detrimental to new plantings, notify Construction Manager immediately. 3. Remove unsuitable material excavated from plant holes and dispose of it legally off project site. 4. Install plants with POSITIVE drainage away from rootball, unless otherwise noted. D. Trees & shrubs: Hold plant in center of hole, approximately 2 inches above normal growing position and backfill with specified topsoil approximately halfway. 1. Place plant tablets evenly around rootball: trees (4) 21 gram; shrubs (2)21 gram. 2. Backfill to within 5 inches of finish grade; fill hole with water and allow to settle. 3. Backfill to finish grade. E. Topsoil: Place topsoil to a uniform depth as shown on the plans. F. Ground Cover: Plant in topsoil at specified spacing and as detailed with 1 -5 gram plant tablet per plant. Osmocote: Broadcast Osmocote over all shrub /ground cover planting beds. Rate: 20 Ibs /1,000 s.f. WATERFRONT PARK SPEC. NO. 900342 3.0 8 TREE STAKING A Stake as detailed - only those trees noted. 3.0 9 MULCHING A. Before installing mulch, obtain approval of Construction Manager of planting areas, grades, soil depths, plant locations, and Osmocote broadcasting. B. Provide uniform 2 -inch mulch layer material over cleaned and graded subsurface. 3.1 .0 LAWN BED PREPARATION A. Fine grade to uniform finish. Follow contours shown. Remove surface rock larger than 3/4 inch diameter. Compact lawn bed areas uniformly to approximately 80 %. B. Apply dolomite lime uniformly at rate of 50 lbs per 1000 sq ft. C. Apply fertilizer of 10 -20 -20 at rate of 20 lbs per 1000 sq ft. 3.1 1 LAWN INSTALLATION A. Sodding: 1. Install sod so that joints are tight and smooth on a smooth, moist, lightly compacted surface. Lay sod so that long edges are parallel to contours and perpendicular to slope. Alternate joints In running bond fashion. 2. Roll sod to provide uniform surface. 3. Adjust grade irregularities as required. Irregularities of 1 inch will be maximum acceptable tolerance. B. Seeding of turfstone area: 1 . Apply seed at five pounds per 1,000 square feet. 2. Roll seed into topsoil. 3.12 MAINTENANCE AND MOWING 02822-7 SECTION 02822 PLANTING 1 OCTOBER 1990 A. Maintenance of lawn areas: Include watering and mowing with a reel -type mower on soft pneumatic wheels and edging. Continue maintenance until project is accepted. 1. First mowing: Perform when grass first reaches 2 inches. 2. Mow to maintain height of 1 -1/2 inches. 3. Perform on a weekly basis thereafter until grass area, or the project as a whole is accepted. 3.13 FERTILIZATION AFTER FIRST MOWING (SECOND APPLICATION) A. After the first mowing, apply post- installation fertilizer (6 -2 -4) at the rate of 1300 lbs per acre or approximately 30 lbs per 1000 square feet. 3.14 INSPECTION AND EARLY COMPLETTION A. After completion of sodding, including the postplanting fertilization that follows the first mowing, Construction Manager and Landscape Architect will review planted areas. Before inspection resod at your expense areas not showing a uniform stand of . grass, or areas damaged through another cause. 1. Definition of uniform stand of grass: Complete grass cover. No bare spots. 3.15 FINAL INSPECTION WATERFRONT PARK SPEC. NO. 900342 SECTION 02822 PLANTING 1 OCTOBER 1990 A. Remove defective materials in their place and install new materials, as specified. Furnish in same variety and current size of existing healthy plant materials, subject to 1 -year guarantee beginning at the date of new installation. Remove any weeds. 3.16 CLEANING A. Sweep paving clean. Leave installations properly planted, clean, and orderly; premises free from scatterings and other residue of work. Leave site neat and clean at end of each working day. 1. Remove and legally dispose off site such items as excess earth, clippings, trimmings, leaves, litter, and debris resulting from work of this section. 2. Rake planting areas to an even, fine grade. Wash hard surfaces clean. 3. Remove flag labels from plantings. 3.17 PROTECTION OF COMPLETED WORK A. Install barriers as necessary and required to protect the work during Guarantee Period, or for shorter period as directed. END OF SECTION PART 1 - GENERAL 1.01 DESCRIPTION This section includes digging of existing trees and shrubs affected by the new Waterfront Park construction, and transplanting that material to new locations along the existing Linear Park. 1.0 2 TIME OF TRANSPLANTING Transplant trees between November 1st and March. For any other time, obtain approval of Construction Manager. 1.03 SUBMITTALS None required. PART 2 - MATERIALS 2.01 MATERIALS A. Topsoil, fertilizer, and mulch shall be the same as specified 'in Section 02822 - Planting. PART 3 - TRANSPLANTING EXECUTION 3.01 PREPARATION WATERFRONT PARK SPEC. NO. 900342 SECTION 02823 TRANSPLANTING OF EXISTING PLANT MATERIAL 1 OCTOBER 1990 A New locations for tree and shrub reinstallation shall be staked by the Landscape Architect 48 hours prior to digging of trees. Landscape Architect shall be present during plant digging and reinstallation. B. Provide necessary planting safeguards required until early possession is accomplished or for such time as it requires to assure vigorous establishment of the plant material. C. Protect unfinished work when stopping for the day. D. Soil Conditions: Verify existing soil conditions for any contaminants that may have been discarded by other trades (i.e. thinner, plaster, concrete), and report immediately to the Landscape Architect and Owner prior to transplanting. 3.0g NOTIFICATION OF ADVERSE CONDITIONS A. The contractor is responsible for adverse drainage conditions affecting plant growth unless he notifies the Landscape Architect of such conditions prior to transplanting. 028234 3.04 TREE REMOVAL WATERFRONT PARK SPEC. NO. 900342 3.03 WATERING & SPRAYING PRIOR TO TRANSPLANTING SECTION 02823 TRANSPLANTING OF EXISTING PLANT MATERIAL 1 OCTOBER 1990 A Three days prior to transplanting, if ground is dry, the Contractor shall thoroughly soak each tree to be transplanted. If trees are leafed out, apply antidesiccant spray "Wiltproof" or approved equal per manufacturer's directions two days prior to transplanting. Notify Landscape Architect prior to application of spray. A Vertically cut soil beginning at a minimum 2' -0" radius from the tree trunk base, to a depth of 30 ". The intent is to leave as much root as possible on the rootball. Horizontally cut rootball below 30" until loosened from surrounding soil. Vertical and horizontal cuts shall be made cleanly so as to minimize root loss. B. Lift tree from the bottom of the rootball using a backhoe or tree spade. Protect bark by wrapping it with burlap prior to lifting. Lift tree 12" 'from bottom of hole separating remaining roots from the bottom of the hole with a spade or maddox as the rootball is lifted. Wrap the entire rootball with burlap as soon as it is separated from the bottom of the hole. C. Once the wrapped rootball clears the hole rim transport it immediately to predug planting pits for reinstallation. 3.05 REINSTALLATION OF TREES A. Place trees in predug planting pits with the top of the ball at the original relative elevation. Pull burlap back from top of rootball once plants are in the planting holes so that the burlap is not visible. B. Backfill between rootball and plant pit with topsoil mix to within 5" of finish grade and tamp to remove voids. Fill hole with water and allow to settle. Apply "Liquinox E -1" per manufacturer's instructions. The Landscape Architect shall be present during reinstallation. Backfill to subgrade depth. Apply 2" Steerco around the trunk where original mulch is disturbed or removed. Restore existing planting beds to original condition where disturbed. 3.0 6 SHRUBS AND GROUND COVER A Follow the same procedure as with trees, but with a 12" radius rootball. 3.0 7 GROUND COVER A Excavate the entire root mass (approximately eight (8) inch depth) and transplant to new location as staked by Landscape Architect. Remove the top six (6) inches of bark and soil from new location prior to placement of transplanted material. 02823.2 3.08 PLANT PROTECTION WATERFRONT PARK SPEC. NO. 900342 SECTION 02823 TRANSPLANTING OF EXISTING PLANT MATERIAL 1 OCTOBER 1990 A. Perform transplanting for each tree only when both removal and reinstallation procedures can be completed prior to stopping for the day. 3.09 GUARANTEE A. If any of the transplanted trees dies within one (1) year of transplanting, the Contractor shall replace it with the same species and size. END OF SECTION PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work will include, but not be limited to the following "commercial" installations: 1. Excavation for post bases. 2. New fence framework, fabric, and accessories as required (see drawings). 3. Concrete anchorage for posts. 1.0 2 RELATED SECTIONS WATERFRONT PARK SPEC. NO. 900342 A. Coordinate related work and requirements specified in other parts of the Project Manual, including but not limited to the following: 1.0 3 REFERENCES Section 02050 - Demolition SECTION 02830 CHAINUNK FENCES 1 OCTOBER 1990 A. See Section 01090 Reference Standards for listed association, council, institute, society, and the like organization for its full name and address. ASTM A153 -82 - Zinc Coating (Hot Dip) on Iron and Steel Hardware ASTM A392 -84 - Zinc Coated Steel Chainlink Fence Fabric ASTM F567 -84 - Installation of Chainlink Fence ASTM Al20 -84 - Pipe, Steel, Black and Hot - dipped Zinc - Coated (galvanized) Welded and Seamless, for Ordinary Uses. ASTM C94 -84 - Ready -Mixed Concrete FS RR -F- 191- 191J -V Fencing, Wire and Post, Metal 1.04 SUBMITTALS A. Submit the following: 1. Shop Drawings: Include plan layout, grid, component spacing, accessories, fittings, hardware, anchorages, and component schedule. 2. Composite data sheets on all materials in accordance with Section 01300. 02830 -1 1.0 5 QUAUTY ASSURANCE WATERFRONT PARK SPEC. NO. 900342 B. Installation: ASTM F567. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A Anchor Fence Inc. Tel. (206) 483 -9500. B. United States Steel - Cyclone Fence. C. San Jose Steel - (206) 767 -7838. 2.02 MATERIALS 02830-2 SECTION 02830 CHAINUNK FENCES 1 OCTOBER 1990 A. Manufacturer: Company specializing in commercial quality chainlink fencing with two years experience. A Framework: ASTM Al20; Schedule 40 - Hot Dip Galvanized Steel Pipe, standard commercial weight, one piece without Joints. B. Fabric: FS RR -F -191 Type Galvanized /as specified in this section. 2.03, CONCRETE MIX A Concrete: ASTM C94; Normal Portland Cement; 2500 psi at 28 days; 3 -inch slump; 7/8 inch sized aggregate. 2.0 4 COMPONENTS A Line posts: 2-3/8 inch O.D. diameter steel pipe, Schedule 40. B. Corner and terminal posts: 2 -7/8 inch steel pipe Schedule 40. C. Top and brace rail: 1-5/8 inch diameter, Schedule 40, plain end, sleeve coupled galvanized steel pipe. D. ptVinyi- coated fabric: Two inch diamond mesh steel wire, Interwoven, nine gauge, top selvage twisted tight, bottom selvage knuckle and closed. E. End & Corner Caps: Cast steel or malleable Iron, galvanized; sized to post dimension, set screw retained. F. Fittings, sleeves, bands, slips, rail ends, tension bars, fasteners and fittings: Steel, hot dip galvanized. Tension wire: 7 gauge steel, single strand. Coll, Class III. WATERFRONT PARK SPEC. NO. 900342 H. Extension arms: Cast steel to accommodate three strands of barbed wire, single arm, sloped to 45 degrees. ac 0 nq�CD oYa' I. Ba e w rev 12 gauge wire, three strands, four points at three itich oc zinc - coated steel. 2.05 FINISHES 02830 -3 SECTION 02830 CHAINLINK FENCES 1 OCTOBER 1990 A Galvanized vinyl- coated fabric: Galvanizing - ASTM A392, Commercial Class 1.2 oz. zinc coating on fabric 1.8 oz /sq. ft. coating. Zinc coating shall be smooth, of reasonably uniform thickness, and free from uncoated spots and adhering particles. Vinyl coating - thermally fused and bonded PVC over zinc coating. Color: black. B. Galvanized framing pipe: ASTM Al20. C. Accessories: Same finish as framing. PART 3 - EXECUTION 3.01 INSTALLATION A. Install framework, fabric, and accessories in accordance with ASTM F567. B. Provide fence 7' -0" riominal height unless otherwise indicated. C. Space line posts at intervals not exceeding ten feet. D. Set terminal posts plumb, in concrete footings with top of footing two inches above finish grade. Slope top of concrete for water runoff. Footing depth below finish grade: 3' -0" minimum. E. Provide top rail through line post tops and splice with seven inch long rail sleeves. F. Brace each corner post back to adjacent line post with horizontal center brace rail and diagonal truss rods. Install brace rail, one bay from end posts. Install center rail on corner. H. Stretch ..fa bric between terminal posts or at intervals of 1000 feet maximum, whichever is less. I. Position bottom of fabric 2 inches above finished grade. J. Fasten fabric to top rail, line posts, braces, and bottom tension wire with wire ties maximum 15 inches on centers. WATERFRONT PARK SPEC. NO. 900342 END OF SECTION SECTION 02830 CHAINLINK FENCES 1 OCTOBER 1990 K. Attach fabric to end, corner, and gate posts with tension bars and tension "6 oiips. L. Install bottom tension wire stretched taught between terminal posts. M. Install barbed wire support arms sloped outward and attach barbed wire; tension and secure. PART 1 - GENERAL 1.01 SECTION INCLUDES A This section includes the cafeteria entrance and plaza, mowstrip, seatwalls, and wing wall which are to be a very fine architectural sand blasted matte finish. Paving is to receive sawcut grid pattern. 1.02 QUALM ASSURANCE A All concrete work shall be done with extreme care by "approved" experienced personnel. Any work which does not conform to the approved sample panel shall be rejected, removed, and redone. B Prior to the beginning of construction, the Contractor's personnel shall review, with the designer, an existing example of the proposed finish at the Boeing Developmental Center Bus Stop to assure complete understanding by the Contractor of the desired finish. C. Testing' WATERFRONT PARK SPEC. NO. 900342 03301 -1 SECTION 03301 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 1. General: Boeing shall retain a testing laboratory, qualified by the United States Bureau of Standards, to provide material testing services which will meet basic requirements of ASTM E329 -70, Standards of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as used in construction. Reinforced concrete material testing shall be made in accordance with the ACI Manual of Concrete Inspection, and appropriate American Society for Testing Materials Standards. 2. Concrete Mix Designs: Submit to the Inspector, concrete mix designs proposed for use, and make written request for approval. 3. Strength Tests: The testing laboratory shall test the Contractor's materials for compliance with specifications and drawings. Review and check Contractor's proposed mix designs. Conduct strength tests of concrete in accordance with the following procedures: - Secure composite samples from the same batch in accordance with "Method of Sampling Fresh Concrete" ASTM C 172. -Mold three specimens from each sample in accordance with "Methods of Making and Curing Concrete Compression and Flexure Specimens in the Field" ASTM C 31, and cure under standard moisture and temperature conditions. -Test two specimens at 28 days, one at seven days, in accordance with "Method of Test for Compressive Strength of Molded Concrete Cylinders" ASTM C 39. WATERFRONT PARK SPEC. NO. 900342 SECTION 03301 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 -Make one strength test for each 100 cubic yards or less for each class of concrete placed each day. Pick up cylinders from job site within 24 hours. 4. Slump Tests: In accordance with referenced inspection manual. 5. Evaluation of Tests and Acceptance: In accordance with Chapters 17 and 18, ACI 301 -66. 1.03 SUBMITTALS A. Submit certificates as specified in Section 01400 and 01300. 1. Certify: Portland Cement concrete compression, yield, and air content tests /ASTM C94. B. Submit product data as required and as specified in Section 01300. Include joint filler data. Include admixtures curing compound information. C. Submit design mix: Low slump as specified. PART 2 - PRODUCTS 2.01 MATERIALS A. Cement Conform to "Specifications for Portland Cement" ASTM C150 -68, Type II. Do not use different cements or different brands of cement interchangeably in the same element or portion of the work; use one brand and color of cement for all exposed concrete. B. Aggregates Conform to "Specifications for Concrete Aggregates" ASTM C 33 -69. Fine and coarse aggregates shall be regarded as separate ingredients. Each size of coarse aggregate, as well as the combination of sizes when two or more are used, shall conform to the grading requirements of the appropriate ASTM specifications. C. Water Mixing water shall be clean and free from injurious amounts of oil, acids, alkalis, salts, organic materials, or other substances that may be deleterious to concrete or steel. D. Crushed Rock Base Crushed rock base shall be 5/8 inch minus. 03301 -2 2.02 PROPORTIONING A. General Concrete for all parts of the work shall be homogeneous and when hardened, shall have the required strength, resistance to abrasion, watertightness, appearance, resistance to deterioration, durability, and other specified properties. B. Strength Strength Min. Cement Content (psi) Sacks per Cu. Yd. 3,000 5 -1/2 Footings 4,000 6 Slab & Walls The minimum cement contents above may be reduced by 1/2 sack per cubic yard when an approved water reducing additive is used. C. Slump WATERFRONT PARK SPEC. NO. 900342 2 -4 inches 2-4 inches 2 -4 inches 1. Footings 2. Slabs 3. Walls D. Aggregate Size SECTION 03301 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 Slump for concrete as determined by "Method of Test for Slump of Portland Cement Concrete" ASTM C 143 -69, shall be as follows: Make one test for each batch of concrete and,at least one test per hour during a continuous pour. Maximum size of the aggregate is 3/4" but not larger than one -fifth of the narrowest dimension•between sides of forms, one -third of the depth of slabs, or three - fourths of the minimum clear distance between reinforcing bars and side forms. See structural drawings for other requirements. E. Admixtures 1. Air - Entraining Admixtures, Pozzolanic Materials, and Propietary Chemical Admixtures: Use in accordance with manufacturer's recommendations. 2. Coloring: Add three (3) pounds of Lamp Black per cubic yard. F. Proportion of Ingredients Proportion ingredients to produce the proper placeability, durability, strength, and other required properties. 03301 -3 2.03 MIXING A. Standards Proportion ingredients to produce a mixture which will work readily into the corners and angles of the forms, and around reinforcement by the methods of placing and consolidation employed on the work, but without permitting the materials to segregate, or excessive free water to collect on the surface. Mix and transport ready -mixed concrete in accordance with "Specifications for Ready -Mixed Concrete" ASTM C 94 -69. B. Slump WATERFRONT PARK SPEC. NO. 900342 SECTION 03301 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 Mix concrete only in quantities for immediate use. Do not make indiscriminate addition of water to increase slump. When concrete arrives at the project with slump below that suitable for placing, water may be added only if the maximum permissible water- cement ratio or the maximum slump is not exceeded, and only at the direction of the Construction Manager. C. Temperatures The as -mixed concrete temperature shall not be less than 55 degrees F when the ambient temperature falls below 40 degrees F. • If water or aggregate has been heated, combine water with the aggregate in the mixer before . cement is added when the temperature of the mixture is greater than 100 degrees F. 2.04 Expansion Joints Wall: Premolded expansion joint (1/4 "). Slab: Sawcut expansion joints. (Premolded expansion joints adjacent to walls and building face only. See plans for locations.) 2.0 5 JOINT SEALER Sikaflex -1 a -over all premolded expansion joints. 2.0 6 PENETRATING SEALER "Lapidolith" penetrating sealer available from Charles Watts Co. (783- 8400). (As per manufacturer's instructions). 3 coats min. 03301 -4 WATERFRONT PARK , SECTION 03301 SPEC. NO. 900342 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 PART 3 - EXECUTION 3.01 PREPARATION A Subgrade Subgrades for all concrete work shall be constructed true to the grade and cross - section as shown on the plans. All soft and spongy material shall be removed to a depth of not less than 6 inches below subgrade elevation. All subgrades shall be watered or dried as necessary and compacted to a relative compaction of 95 percent of that determined AASHO Designation T 180, Test Method "C ". The compaction shall be completed before crushed rock base or any forms are constructed. B. Crushed Rock Base Compact to 95 percent as determined by AASHO T -180 C. 3.0 2 FORM WORK A All forms shall be smooth, mortar - tight, true to the required lines, grades, and dimension, of sufficient strength to resist springing out of shape during the placing of concrete, and shall have a smooth, straight upper edge. All dirt, chips, sawdust, and other debris shall be removed from the forms before any concrete is deposited therein. Forms previously used shall be thoroughly cleaned of all dirt; mortar, and foreign • matter before being reused. Before concrete is placed in forms, all inside surfaces of the form shall be thoroughly coated with form oil of a type as approved. Use full height forms. Piecing form boards with narrow battens or scabs, to compensate for insufficient board width, will not be permitted. Forms shall be held rigidly in place by steel stakes placed at intervals not to exceed four feet. Clamps and braces shall be used where required to ensure rigidity of the forms. Spreaders are not allowed in the seat wall to avoid blemishes or patching. 3.03 PLACING REINFORCING A Bars Accurately place bars, adequately secure in position, and wire together to prevent displacement in excess of the following tolerances: 1. Concrete cover to form surfaces: paving - 2" minimum, wall - 3" minimum. Move bars as necessary to avoid interference with other reinforcing steel, conduits or embedded items. If bars are moved to exceed the above tolerances, obtain Construction Manager's approval of the resulting bar arrangement. • 03301-5 B. Wire Fabric B. Expansion B. Walls WATERFRONT PARK SPEC. NO. 900342 Reinforcing mesh shall be lapped at least six inches, securely tied, and supported at the proper elevation by suitable chairs or concrete "dobie" blocks. Mesh in slabs 6" x 6" x 10x10gauge. 3.04 JOINTS AND EMBEDDED ITEMS A. Construction Joints Wall and mowing strip: At expansion joints only. Slab: Construction joints shall occur where shown - to avoid cracking prior to sawcutting. Wall and mowing strip: Where shown or called out only. Hold premolded expansion joint down - or cut off to accept sealant. Slab: Shall be sawcut the full depth of the slab. C. Work of Other Trades Build in item's specified in other Sections of these specifications, not previously installed. 3.05 PLACING A. Slab Deposit in alternating placements to conform to the construction joints shown. Deposit continuously, or in layers of such thickness that no concrete will be deposited on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, locate construction Joints at grid points only. Concrete shall be deposited as nearly as practicable in its final position, to avoid rehandling and flowing. It shall be deposited in uniform, horizontal layers, avoiding inclined planes; and each layer shall be placed before the previous layer has taken its initial set. Concrete shall be compacted as it is placed, to obtain maximum density and to eliminate voids and rock pockets, by means of hand spading, rodding, and tamping as required. Any seat wall showing rock pockets shall be removed (not patched) to the nearest joint (each way). 03301 -6 SECTION 03301 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 3.06 WEATHER CONDITIONS A. Protections 3.07 CURING Provide a suitable covered structure over all paving for protection during placement and curing.' Do not allow rain water to increase the mixing water or to damage the surface finish. ANY DAMAGED SURFACE SHALL BE REMOVED. B. Placing Temperature 1. Cold Weather: When the ambient temperature falls below 40 degrees F, the minimum temperature of concrete as placed shall be 50 degrees F. A. General WATERFRONT PARK SPEC. NO. 900342 SECTION 03301 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 Protect 'freshly deposited concrete from premature drying and excessively cold temperatures, and maintain without drying at a relatively constant temperature for the required period of time. B.. Initial Curing Immediately follow the finishing operation. Keep continuously moist by one of the following methods: 1. Ponding or continuous sprinkling. 2. Absorptive material of fabric kept continuously wet. 3. Vapor mist bath. 4. Curing compounds conforming to "Specifications for Liquid Membrane - Forming Compounds for Curing Concrete" ASTM C 309 -58. C. Final Curing Immediately following initial curing, and before concrete has dried, accomplish additional curing by one of the following methods or materials: 1. Continue method used in initial curing. 2. Waterproof paper conforming to "Specifications for Waterproof Paper for Curing Concrete" ASTM C 171 -69. 3. Other moisture - retaining coverings as approved. 03301 -7 D. Duration of Curing Continue final curing until the cumulative number of days or fractions thereof (not necessarily consecutive) during which temperature of the air in contact with the concrete is above 50 degrees F has totaled 7 days. Prevent rapid drying at the end of the curing period. 3.0 8 PROTECTION A. Temperature WATERFRONT PARK SPEC. NO. 900342 • 1. Cold Weather: When the mean daily temperature of the atmosphere is less than 40 degrees F, maintain temperature of the concrete between 59 degrees F and 70 degrees F for required curing period. When necessary, make arrangements for heating. (COVERING, INSULATING OR HOUSING IN ADVANCE OF PLACEMENT, ADEQUATE TO MAINTAIN REQUIRED TEMPERATURE AND MOISTURE CONDITIONS IS MANDATORY.) 2. Excessive Temperature Changes: Changes in temperature of concrete shall be as uniform as possible and shall not exceed 5 degrees F in any one hour or 50 degrees F in any 24 -hour period. B. Protection From Mechanical Injury SECTION 03301 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 During the curing period, protect concrete from damaging mechanical disturbances, particularly load stresses, heavy shock, and excessive vibration. Protect finished concrete surfaces from damage caused by construction equipment, smaterials, or methods, or by rain or running water. 3.09 FINISHING AND REPAIRING A. General Concrete work which does not conform to requirements of contract drawings, including strength tolerances and finishing SHALL BE REMOVED AND REPLACED. 3.10 CONCRETE SLAB AND SEAT WALL FINISHES A. General Screed slabs and seat wall top to true levels or slopes. Tamp to bring sufficient mortar to surfaces for proper finish, and screed to required level. Tolerances at troweled finishes shall be within 1/8 inch in 10 feet as determined by a 10 -foot straightedge placed anywhere on the slab in any direction. 03301 -8 B. Light Trowel Finish (before sandblasting) Wait until surfaces are dry enough for proper finishing; until water sheen has disappeared from surface. Do not use chemical dryers, neat cement, or mixtures of cement and sand to absorb wet spots or stiffen mix; float to seal surface and achieve final leveling. Float as for Float Finish. As surface hardens, steel trowel to produce a smooth surface free of defects. C. Defective Work WATERFRONT PARK SPEC. NO. 900342 SECTION 03301 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 Remove and replace any surfaces which show excessive shrinkage cracks, and any slabs not meeting tolerances previously specified. D. Sandblasted Finish 1. General Sandblasting shall only be done by an approved specialist. Submit a list of five projects requiring the same or similar finish, the Owner's name, Architect's name and telephone number. 2. Finish The finish shall match that of the Bus Stop at the Main Entrance to the Boeing Developmental Center. 3. Sample Panel E. Sawcut Grid 1. General Five 12 inch square sample panels shall be constructed on site during the initial placement. Prior to beginning the sandblast finish, sandblast test samples shall be made in the presence of the designer until an acceptable texture is achieved. The sample approved by the designer shall be kept on site to compare conformance for the rest of the work. Treat the rejected samples with the approved sealer prior to use on The final slab to test the reaction of the sealer as well. ALL SAMPLES SHALL BE DONE IN THE PRESENCE AND FOR THE APPROVAL OF THE DESIGNER. The grid pattern shall be sawcut into the sandblasted concrete as shown on the plan and as detailed. All sawcutting shall be done by specialists. All grid lines shall be done with a laser directed saw. Approved specialists include: Concrete Pacific Sawing & Drilling inc., 4418 North Meridian, Puyallup, WA 98371. Contact Pete Lequalt, phone (206) 838 -3500. 03301 -9 2. Execution F. Joint Sealer G Penetrating Sealer WATERFRONT PARK SPEC. NO. 900342 END OF SECTION SECTION 03301 ARCHITECTURAL CONCRETE 1 OCTOBER 1990 All grid lines shall be straight and true with no perceivable variation, all parallel lines, as shown. Depth and width of cut as detailed. Provide sealer over all premolded expansion joint filling. Color to match concrete. Cut off expansion joint material to 1/4" below surface to allow for sealant. Do not use anything other than that specified without approval. Use on test samples before application. WATERFRONT PARK SPEC. NO. 900342 SECTION 07410 MANUFACTURED WALL PANELS 1 OCTOBER 1990 PART 1 - GENERAL 1.01 QUALM' ASSURANCE A Installer: Shall be approved by the manufacturer of roof and wall panel systems. B. Guarantees 1. Submit manufacturer's standard 20 -year product performance and finish coating warranty. 2. Manufactured metal panels and associated flashings shall be guaranteed for five (5) years. 1.0 2 SUBMITTALS A. Shop Drawings: Submit for approval: show complete details of fabrication and installation: anchorage to structure. Joints, fastenings, accessory items, and finishes. B. Submit manufacturer's color samples for selection. C. Product Data: Submit manufacturers' published literature for specified products and accessories as applicable, including manufacturers' specifications, physical characteristics, and performance data. Submit as a supplement, manufacturer's Instructions and directions for application if not included in manufacturers' published literature. D. Submit manufacturer's maintenance instructions. 1.03 HANDLING A. Handle and protect panels in accordance with manufacturer's recommendations. 1.04 COLOR AND FINISH STANDARDS A. Colors: As selected by Construction Manager from manufacturer's color group C colors. B. Finishes: As specified hereinafter. PART 2 PRODUCTS 2.01 PANELS A Panels Type 1: ASC Pacific HR -36 Panels or approved: 20 gauge. 2.02 FINISHES A. Modified acrylic baked -on primer. 0.2 mil DFT, and baked -on polyvinylidene fluoride (PVF.). 0.8 mil DFT finish coat on exterior surfaces of panels. Modified acrylic primer. 0.15 mil DFT, and polyester paint. 0.35 mil DFT on interior surfaces of panels. 07410 -1 4 2.03 ACCESSORIES 3.01 INSTALLATION WATERFRONT PARK SPEC. NO. 900342 A. Provide accessory materials such as sealants, fleshings, continuous rubber fill closure strips, trim, and other items indicated or required for installation of panels. Provide galvanized steel with G -60 zinc coating fastener clips. Provide other sheet metal items of material and finish as specified for panels. B. Fasteners: Type and length as recommended by panel manufacturer. For fasteners where concealed type cannot be used, color for exposed fasteners shall match panel color. C. Sealants, Tapes, and Primers: As recommended by the panel manufacturer. 2.04 FABRICATION A. Provide wall panels in single length from flashing to flashing; no vertical Joints allowed. PART 3 EXECUTION A. Install. where indicated in accordance with approved shop drawings and manufacturer's directions. B. Apply sealant at all locations as recommended by the manufacturer for maximum weather seal. 3.02 CLEANING A. After erection, clean all surfaces, and leave completely clean, ready for acceptance of the work by the Owner. END OF SECTION SECTION 07410 MANUFACTURED WALL PANELS 1 OCTOBER 1990 PART 1 - GENERAL PRELIMINARY 1.01 Work Included In This Section 1.02' Codes and Ordinances' SECTION 16000 ELECTRICAL WORK The work shall include the furnishing of all labor, materials, tools and equipment necessary to providing the Electrical System complete in every respect. This would include, but not be limited to, the following: 1- Extension of Existing Circuit to New Pedestal Panel as Shown. 2- Parking Lot Lighting Standards and Luminaires as Shown. 3- Park Pathway Lighting Standards and Luminaires as Shown. 4- Park Pathway Bollard Luminaires as Shown. 5- Tree Uplight Luminaires as Shown. 6- New 480 Volt Panel, Transformer and 120/240 Volt Panel. 7- Wiring Including Conduit, Junction Boxes, Handholes, etc. 8- Testing of the Entire System. All equipment furnished and work performed shall be in accordance with National, State and City Electrical Codes, established safety codes and other applicable local codes and ordinances. 1.03 Permits The Contractor shall obtain all permits and pay all fees. 1.04 Examination of Site and Documents The bidder is required to examine carefully the site of ' the proposed work, the proposal, plans and specifications and contract forms before submitting a bid. Upon submission of a bid, it is mutually agreed that the bidder is aware of all conditions which will affect his work. 1.05 Clean -Up Upon completion of the work and before final approval and payment, the contractor shall, at his own expense, remove from the site and adjoining property, and dispose of all surplus and discarded materials, rubbish, temporary BOEING North DC WaterFront Park Lighting 10/1/90 Page 16000 -1 1.09 Guarantee PRELIMINARY BOEING North DC WaterFront Park Lighting 10/1/90 Page 16000 -2 SECTION 16000 ELECTRICAL WORK 1.05 Clean -Up cont. buildings, equipment and debris which may have accumulated during the execution of the work. All fixtures and equipment shall be left thoroughly cleaned and in proper operating condition. 1.06 Workmanship All workmanship shall be the best approved method of the trade. 1.07 Material List and Drawings The successful Contractor shall submit to the Designated Representative WITHIN 14 CALENDAR DAYS after award of the Contract, a list of all material to be furnished. Six copies of shop drawings of luminaires, power panels, lighting standards and other major equipment shall be furnished to the Designated Representative for approval before ordering. Submittals will be "Approved for Design Only ". This shall mean the Designated Representative has reviewed said submittal and finds no objection (except as noted) to the inclusion of the items into the construction, provided that it complies with contract drawings and specifications as to quantities, space requirements, dimensions, non - interference with other trades and other affected contract requirements. 1.08 Record Drawings Work done shall be recorded as actually installed. One set of prints showing this shall be furnished to the Designated Representative at the completion of the work and shall be available for inspection during the course of the work. The Contractor shall guarantee his workmanship and the materials and equipment he furnishes for a period of One Year after the date of formal Acceptance of the project. Any items which fails during the guarantee period as a result of defects in material or workmanship shall be promptly and properly replaced by the Contractor after notification from the Owner. Random replacements of lamps during the guarantee period will not be required. All defective lamps and /or floodlights shall be replaced near the end of the one year guarantee period. PRELIMINARY 2.03 Junction Boxes and Handholes BOEING North DC WaterFront Park Lighting 10/1/90 Page 16000 -3 SECTION 16000 ELECTRICAL WORK PART 2 - MATERIALS AND EQUIPMENT 2.01 Description All materials and equipment shall be new, of proven quality and be a standard product of a reputable manufacturer. Storage at the job site shall be in a manner which will prevent any damage or corrosion. 2.02 Conduit and Fittings All raceways above grade shall be rigid galvanized steel with zinc protected threads. Fittings shall be of the same material with hot dipped galvanized finish. Field cut threads shall be protected and damaged galvanizing repaired per the conduit manufacturer's recommendations. Conduit used in underground runs shall be Schedule 40 heavy wall rigid PVC, UL labeled with fittings of the same material. The conduits shall be capped during construction by means of manufactured seals to prevent entrance of water and debris. The conduits shall be cleaned before pulling of the wire. Shall be installed where shown or.required by code. Junction boxes shall be malleable iron with gasketed and bolted cover. Outlet boxes shall be pressed steel unless called out as cast steel or aluminum. Handholes for the underground circuit runs shall be precast concrete. The handholes shall be WSDOT J -lla, Type I, II or III as noted.' The Type II boxes shall be modified in depth by the addition of a 12" extension. Each conduit entering the box shall be neatly upswept and shall terminate not less than 12 centimeters nor more than 23 centimeters below the lid. All handholes shall be set on a 15 centimeter free draining pea gravel base and be leveled to match grade. The lid shall be set flush with finish grade. Conduits into the Junction boxes and Switchgear Foundations shall have bell ends installed. Sufficient slack wire shall be installed at the junction box to allow any conductor splice to be raised a minimum of 46 centimeters outside of the box. 2.04 Conductors PRELIMINARY SECTION 16000 ELECTRICAL WORK All wire and cable shall conform to the NEC and meet applicable ICEA specifications. Conductors shall be copper, No. 12 AWG or larger and all conductors No. 10 or larger shall be stranded. Insulation shall be Type THHN /THWN, 600 Volt rated 75 C. and shall be color coded as follows: Phase A Phase B Phase C Neutral 120/208 Black Red Blue White 277/480 Brown Orange Yellow Grey Splices below grade shall be made with compression type connectors, be taped and made watertight with an epoxy splice kit or similar. Splices above grade shall made with screw type connectors and be taped. 2.05 Concrete Luminaire Standards Concrete luminaire standards shall be provided where shown on the Plans. The standard shall be square, tapered prestressed concrete, anchor base spun hollow standards machine made in steel molds by the centrifugal process. Cast -in threaded inserts shall be provided for attachment of the area lighting luminaire. This detail shall be coordinated with the luminaire manufacturer to ensure that the mounting bolts match the centers of the standard. Aggregate shall be standard conforming to ASTM C33 and shall be uniformly graded from a maximum size of 1/2" to 5% passing a #100 sieve. Cement shall be Buff and conform to ASTM C150 Type I or Type III as the manufacturer selects. Water shall not contain quantities of alkalis, oil or organic matter which shall be harmful to the quality of the concrete. Pre - stressing wire shall conform to the ASTM A82 and reinforcing bar to ASTM A615. Reinforcing shall be placed to assure that no cracking shall occur during normal handling. The minimum opening for the raceway shall be 2" x 7" and the concrete cover over the pre - stressing wire shall not be less than 1/2 ". The standard shall be cured with low pressure steam (175 F. maximum) for as long as needed to reach a minimum compressive strength of 3500 psi before transfer of the pre- stressing force. BOEING North DC WaterFront Park Lighting 10/1 /90 Page 16000 -4 PRELIMINARY 2.05 Concrete Luminaire Standards cont. SECTION 16000 ELECTRICAL WORK A minimum 28 day compressive strength of 7000 psi after atmosphere curing shall be required. The finish shall be exposed and clear acrylic sealcoat applied. The standards shall be Centrecon MBQ- 12.2 -313 or prior approved equal. 2.06 Luminaires Parking Lot Luminaires Parking Lot Luminaires shall be rectangular with formed and welded aluminum housing and bracket arm. The lens shall be plain, flat, heat and impact resisting glass in a mitered extruded aluminum neoprene gasketed frame. The housing shall be approximately 25 inches long and 8 inches high. Reflectors shall be provided and the lamp position selected such that the luminaire produces an IES -ANSI Medium Type II distribution with essentially complete light cutoff above 75 from Nadir when operated with a high pressure sodium lamp, E -18. The luminaire housing shall contain the ballast and be bracket arm mounted. The ballast shall be rated 460 volt +- 10 percent and be of the auto -reg design. The ballast shall be suitable for 'operating a 250 watt high pressure sodium vapor lamp per ANSI #S50. The luminaire shall be bolted to the standard by means of cast -in inserts and this detail shall be coordinated with the standard manufacturer to ensure proper fit. The complete luminaire assembly shall have a bronze alkydmelamine baked enamel finish. The luminaire shall be Sterner Executive II or approved equal. Lamps shall be ANSI S5OVA -250. pathway Luminaires Pathway Luminaires shall be a Gothic sty-a on a cast aluminum'pole. It shall be 100 Wat PS, 480 volt + -l0 percent and be of the auto -regAesign. The ballast shall be suitable for operating a, 100 wattd HPS lamp per ANSI Spec S -54. The lens panels shall be pebble pattern acrylic and the luminaire, and poles shall be finished to match the existing - poles a luminaires in the adjacent Linear Park. The Luminaire sh 11 be Herwig #HWJ -33A and the Pole shall be Herwig #EH- 11- 7`; -No Equal. The Herwig Company is in Russellville, Arkansas and may be reached at Telephone 1- 800 - 643 -9523. Lamps shall be ANSI S54SB -100. BOEING North DC WaterFront Park Lighting 10/1/90 Page 16000-5 PRELIMINARY Bollard Luminaires Bollard luminaires shall be buff concrete with opaque polycarbonate louvers and a concrete cap. They shall be rated 70 watt HPS, 480 volt + -10 percent and be of the auto -reg design. The ballast shall be suitable for operating a 70 watt high pressure sodium lamp per ANSI #S62. The lamp Socket shall be Mogul to match the standard lamp type purchased by the Boeing Company. The bollard shall be Centrecon B20x1.5 313 LVC DB 70W HPS or prior approved equivalent. Lamps shall be ANSI S62ME -70. BOEING North DC WaterFront Park Lighting 10/1 /90 Page 16000 -6 SECTION 16000 ELECTRICAL WORK Tree Uplights Tree uplights shall be the direct burial ,type, cast aluminum with bituminous coating on below grade portions. The lens shall be clear 1/4" tempered roundel glass with silicone gasket. The luminaire shall be rated 75 watt mercury vapor,'277 volt + -10 percent and be of the auto - reg design. The ballast shall be suitable for operating a 75 watt mercury per ANSI #H43. The luminaire shall be KIM #5007MV277 or prior approved equivalent. . Lamps shall be ANSI H43AN -75. 2.07 Electrical Service Equipment PRELIMINARY 2.07 Electrical Service Equipment cont. SECTION 16000 ELECTRICAL WORK A transformer shall be provided as required for supplying power to the low voltage panel. It shall be rated 5 KVA 480 - 120/240 volt single phase, Sorgel #5S40F or equal of GE or Tierney. The low voltage Panel shall be rated 120/240 volt single phase three wire bussed for 100 amps (Main Bus shall be copper) and shall contain the Main and Branch breakers as shown on the Drawings. The breakers shall have a minimum interrupting rating of 10,000 amps and shall be General Electric Type THQB Bolt on no equal. The panel shall be General Electrical NLAB. The lighting contactors shall be Allan Bradley of the size as required, electrically held with 120 volt coils, no equal. Relays shall be Allan Bradley, no equal, and have 120 volt coils. A. microprocessor based 7 day time switch shall be installed in the control panel on the Switchboard. It shall be eight channel with separate socket type relays each capable of handling a 10 amp, 120 volt load. The unit shall have a battery backup to preserve memory in the event of a power failure. The timer shall be Solidyne Model 8008. A Paragon Model EC77 Seven Channel time switch is also acceptable. contain the time switch plus other components as shown on the Drawings. Engraved phenolic nameplates to label each of the channels of the time clock, as well as other components, shall be provided. All equipment shall be installed in the new weatherproof Pedestal Panel. 2.07 Electrical Service Equipment cont. PART 3 - IIySTA LATION METHOD BOEING North DC WaterFront Park Lighting 10/1/90 Page 16000 -7 PRELIMINARY SECTION 16000 ELECTRICAL WORK 3.01 Incoming Service There is an existing circuit to the location noted on the Drawings. This circuit shall be connected to the new pedestal panel and activated as necessary at the originating switchboard. 3.02 Grounding Provide a complete grounding system with grounding continuity throughout the system. Ground rods shall be copper clad. Ground wire shall be bare stranded copper. 3.03 3.05 Depth of Burial All underground runs for the electrical distribution system shall be a minimum of 24 inches below grade. 3.06 Trenching, Excavation and Backfilling Provide all trenching, excavation and backfilling required for the installation of items included in this Contract. Contact the Owner before trenching in any area. In trenching through sodded areas, remove the sod and replace after backfill and compaction. In trenching through non - sodded earth areas, the Contractor shall compact, top dress with top soil and reseed with'an approved grass seed. Underground runs through asphalt or concrete areas shall be neatly cut, the backfill fully tamped to 95% compaction and the area repaired to match the existing. Underground sprinkler systems, sewers and other systems BOEING North DC WaterFront Park Lighting 10/1/90 Page 18000 -8 TABLE OF CONTENTS WILL BE SUBMITTED LATER BOEING CAFETERIA 9-12 TABLE OF CONTENTS PAGE 1 RECEIVED CITY OF TUKWILA O CT 1 7 1990 PERMIT CENTER PART 1 GENERAL 1.01 INVESTIGATION A. The intent of the soil investigation report referred to below was to determine soil and strata conditions. water levels. and other relevant information at the building site. B. Title: Geotechnical Study. Proposed Cafeteria Buildino 9 -12. Developmental Center. Seattle. Washington for The Boeing Company. PREPARED FOR BE &C ENGINEERS Report No. 90 -0574 June 19. 1990 C. Report was prepared by: Dames & Moore 500 Market Place Tower 2025 First Avenue • Seattle WA 98121 (206) 728 -0744 1.02 DATA ATTACHED A. The complete document is attached. itemized as follows: Title page Date: June 19. 1990 Reocmt Figures. Appendixes. and Tables 1.03 INTERPRETATION A. Investigation data is available ONLY for information and convenience. Owner and Engineer disclaim responsibility for accuracy, true location, and extent of investigations. They further disclaim responsibility for your interpretation of that data, as in projecting soilbearinn values; rock profiles: soil stability; presence. level. and extent of underground water: and other such matters. B. Soil investigation data is not part of Contract Documents. C. If subsurface conditions vary substantially from the report, changes will be made to the design. Resulting Contract price adjustments are to be confirmed by Change Order. 1 . Contract price w i l l be increased where unforeseen conditions recuire a substantial amount of additional work. • 2. Savings of substantial amount will accrue to the Owner. NOTE: Geotechnical Report attached. END OF SECTION BOEING CAFETERIA 09 -012 SECTION 00220 PAGE 1 GE ©TECHNICAL DATA � r . 1, t I / -- ----�- ' ' • • ~ ,, < l id j • 'i •'� �. I4f +•« _•�r•r'MIi+J�I� • • 'YIS7w47Y' WYSL.�J • "`-" • 1,yasc' "ate n;;�aa m SWV a,, WON/1 IttS4CtitrYi GEOTECHNICAL STUDY PROPOSED CAFETERIA BUILDING 9 -12 DEVELOPMENTAL CENTER SEATTLE, WASHINGTON For THE BOEING COMPANY JOB NO. 00695 -477 -016 June 19, 1990 DAMES & MOORE GEOTECHNICAL STUDY PROPOSED CAFETERIA BUILDING 9 -12 DEVELOPMENTAL CENTER SEATTLE, WASHINGTON For THE BOEING COMPANY JOB NO. 00695- 477 -016 June 19, 1990 DAMES & MOORE Dear Sir: D AMES &.MOORE A PROFE SION.L LIMITEI' rARTNER.Hir 500 MARKET PLACE TOWER, 2025 FIRST AVENUE, SEATTLE, WASHINGTON 98121 (206) 728.0744 The Miller /Hull Partnership Architecture and Planning Room 220 Maritime Building 911 Western Avenue Seattle, Washington 98104 Attention: Mr. Norm Strong We are pleased to submit five copies of our "Report on Geotechnical Study, Proposed Cafeteria, Building 9 -12, Boeing Developmental Center, Seattle, Washington," for the Boeing Company. This study was authorized by Boeing Work Order. No. 90 -0574, issued to us on May 24, 1.990, under our Basic Agreement No. BECE 89 -56 with the Boeing Company. It was conducted in accordance with our proposal dated April 18, 1990. We appreciate the opportunity to work on this project, and look forward to our continuing involvement. Should you have questions or require clarification of any, point, please do not hesitate to contact the undersigned. 5 copies submitted C•003•I.I.016 \CAFTERIA.RPT June 19, 1990 Report on Geotechnical Study Proposed Cafeteria - Building 9 -12 Boeing Developmental Center Seattle. Washington Very Truly Yours, DAMES & MOORE Harba/ls L. Chabra, P.E. Principal Engineer /Associate • An estimate of the site seismicity. REPORT GEOTECHNICAL STUDY PROPOSED CAFETERIA BUILDING 9 -12 DEVELOPMENTAL CENTER SEATTLE, WASHINGTON for THE BOEING COMPANY 1.0 INTRODUCTION We present in this report the results of our geotechnical study for the proposed Cafeteria, 9 -12 Building, at the Boeing Company Developmental Center on East Marginal Way South. Our services have been performed in accordance with Work Order No. 90 -0574, issued to us on May 24, 1990, under our Basic Agreement No. BECE 89 -56. 2.0 SCOPE The scope of the services performed for this assignment was in general accordance with our proposal, dated April 18, 1990. Specifically the scope of our services includes: • Two borings to a depth of about 45 feet, with sampling with the Dames & Moore sampler at five foot intervals. • Laboratory testing, comprising moisture, density and grain size analysis of selected samples in our Seattle laboratory. • A report providing foundation recommendations for spread footings, and recommendations for site grading, excavation slopes, base preparation, and for installation of utilities. 3.0 EXISTING CONDITIONS & PROPOSED DEVELOPMENT The site is located within the Boeing Company compound off East Marginal Way in Seattle, Washington. It is bounded on the northwest by the Duwamish Waterway and on the east by Building 9 -08. At the time of this report, the site was paved with asphalt and was being used primarily as a parking area for Boeing employees. We understand that the general vicinity has been filled, and that the surficial material up to about 15 feet in depth may be fill. From previous work in this area, debris such as metals and wood could be encountered during excavation and drilling activities. The proposed Cafeteria is understood to have an area of approximately 17,000 square feet, and will occupy a strip about 200 feet wide, immediately adjacent to the Duwamish River, The building will be a lightly loaded, single story structure, with a maximum height of 25 feet. An outdoor dining terrace and waterfront park will separate the structure from the river. DAMES S N1OORE 5.1 Spread Footings 4.0 SUBSURFACE CONDITIONS The soils at the site were similar to those encountered in adjacent areas of the Boeing Company property during previous investigations by Dames & Moore. Generally, the soils comprise alternating strata of silts and fine to medium sand. Under the surface asphalt, the soil strata can be summarized as follows: • Soft to medium stiff silt, 0.5 to 8 feet. (Fill) • Loose to medium dense silty fine sand, 8 to 30 feet. (Upper 3 feet probably fill) • Medium dense sand, 30 to 40 feet. • Medium dense interbedded fine sands and sandy silts, 40 to 45 feet. Specific details are shown on the boring logs, which are included in Appendix A. Laboratory test results are shown on the logs and in Appendix B. The ground -water table was measured in the standpipe piezometer, installed in Boring B90 -01, at a depth of about 10.6 feet. There is likely some seasonal fluctuation in this ground- water level. 5.0 ANALYSIS AND RECOMMENDATIONS We recommend that the proposed structure be supported on strip and individual spread footings founded within the surficial soft silt on a minimum thickness of three feet of engineered fill, i.e. compacted imported clean sand and gravel. The footings may be designed on the basis of an allowable net bearing capacity of 2500 psf. Footing toe pressures can exceed this value by 33 percent, for transient loading such as from wind or earthquake, provided the average pressure does not exceed the allowable. The surficial soft silt should be removed beneath the footings for a depth of at least three feet. If deleterious material such as organics, or organic rich materials are exposed, this material should be removed prior to placing and compacting fill. The exposed material should be viewed by a Dames & Moore soils engineer to determine its suitability. Where excavation is carried out for individual footings or for a strip footing at the perimeter of the building, the extent of the excavation should be such that when the compacted sand and gravel is placed it occupies the volume within a slope of 1 H:2V down from the edge of the footing. This will take into account load spread from the footing. Footings should be at least two feet wide. They should be founded at least two feet below adjacent finished grade, for frost protection purposes. The material placed under footing elevation should be a minus two -inch clean sand and gravel with less than 5 percent by weight of fines (passing the No. 200 sieve), placed in eight -inch thick lifts (measured loose), and compacted to a minimum density equivalent to 95 percent of modified Proctor maximum laboratory density (ASTM D- 1557). 3 D: \rtes & MOORE. Resistance to lateral movement of footings may be estimated on the basis of passive earth pressure and the coefficient of friction between the concrete and the surrounding soil. An allowable equivalent fluid unit weight of 200 pcf may be used for calculating passive earth pressure. The allowable soil -to- concrete friction coefficient may be taken as 0.35. 5.2 Floor Slab If site preparation is carried out as recommended below, the ground floor slab may be soil supported. A modulus of vertical subgrade reaction of 250 pounds per cubic inch may be used for slab design. Concrete, asphalt, organics, and other deleterious materials within the limits of the proposed structure should be removed. A minimum thickness of 1.5 feet of compacted granular material should directly underlie the slab. This material should be a minus two -inch clean sand and gravel with less than 5 percent by weight of fines (passing the No. 200 sieve), placed in eight -inch thick lifts (measured loose), and compacted to a minimum density equivalent to 95 percent of modified Proctor maximum laboratory density (ASTM D- 1557). However, the top four inches, immediately under the proposed slab should comprise minus one -inch crushed rock, compacted to the same specification, to provide uniformity of support and a capillary moisture break. Additional fill required to establish planned floor subgrade should comprise the same clean sand and gravel as recommended above. Placing and compaction should also be carried out as recommended above. 5.3 Settlements We estimate that total settlements for footings designed and constructed as recommended above may be about 1/2 to 1 inch. Differential settlement will be about half of the total settlement. Settlement of the floor slab will likely be in the range 1/4 to 3/4 inch, depending on floor loadings. Approximately: 50 percent of the settlement will occur during construction, with the remainder occurring over a period of several weeks after construction. The above settlement estimates assume that the finished floor grade will not be more than one foot above existing grade. We should review the settlement estimates if the grade is raised more than this amount. 5.4 Utilities Backfilling of utility trenches and other excavations required for construction of the proposed structure should be with clean sand or sand and gravel. Based on the borings, we do not consider that the excavated site soils will be suitable for backfill. Fill should be placed and compacted, as recommended above. 5.5 Liquefaction Assessment This assessment of liquefaction potential is based on evaluation of soil conditions at this site and review of previous Dames & Moore liquefaction evaluations of nearby sites. We have not performed specific analyses of liquefaction potential at this site. Such analyses would be necessary to provide a more detailed evaluation of the liquefaction potential, and to estimate the magnitude of associated settlements. 4 DAsiLs & NIO In our Seismic Design Criteria report to Boeing, dated October 27, 1989, we indicated a peak ground acceleration of 0.1g would be appropriate for Category III, normal risk /conventional facilities. We are of the opinion that the site soils generally have a moderate potential of liquefaction under this level of peak ground acceleration. If liquefaction did occur under this acceleration level, we anticipate that it would occur in discontinuous soil zones. Soils most likely to liquefy would be fairly clean, loose to medium dense sands below the water table. Soils with significant fines content, or a greater density would be less likely to liquefy. Peak ground accelerations of 0.15g or greater would lead to a higher potential for liquefaction in many of the site soils, and greater associated settlements. 5.6 Site Seismicity Based on the Seismic Zone Map of the United States, as presented in the Uniform Building Code, 1988 Edition, this site is situated within Seismic Zone 3. Therefore, the facility should be designed and constructed according to the regulations and standards contained in the Uniform Building Code for Seismic Zone 3 construction. Based on the data from our investigation, we recommend that the Soil Profile S3 be used for design. The corresponding site factor should be taken as 1.5. 6.0 FURTHER WORK Excavation, backfill and compaction should be monitored by a Dames & Moore representative. This will provide confirmation that deleterious materials have been removed within the proposed building limits. 7.0 CLOSURE We trust that this report provides sufficient information for your proposed project. Should you have further questions, or require clarification, please do not hesitate to call the undersigned. 0 \CAFTERIA.RPT Very truly yours,' DAMES & MOORE Harba L. Chabra, P.E. Principal Engineer /Associate -elika Richard W.M. McLaren Senior Engineer DAMES & MOORE 12295-4 0 Topographic Baseline 14+16.17 W 60 Scale in Feet 120 ^�x '. %/ Existing Parking 316.31 Reference: Building Footprints, Baselines, Survey Marks and Other Features Taken From Boeing Facilities Map Entitled 'Index Map', Provided by Boeing Construction Services. KEY: B90.01 .aphic Baseline ,17.w 120 co 0 N C7 O x 'fi t* Existing Parking Reference: Building Footprints, Baselines, Survey Marks and Other features Taken From Boeing Facilities Map Entitled 'Index Map', Provided by Boeing Construction Services. 316.31 KEY: 890 -01 Boring Location and Number Building 9 -08 Footprint R.P. MCKiddy Monument r 1 ;2195.515 N 1637360.455 E Washington State Plane Grid (North Zone) 26° 51' 16' Z / Washington State Plane Grid (North Zone) Plate 1 Boring Location Plan Proposed Boeing Cafeteria Boeing Seattle Dames & Moore Q [L !L LU C APPENDIX A FIELD EXPLORATIONS Subsurface conditions at the site of the proposed Cafeteria building were explored by drilling two borings with a truck - mounted CME mud- rotary drill rig. The approximate locations of the borings are presented on the Site Plan, Plate I. Logs of the borings are presented on Plates A -1 and A -2. The soils encountered were classified in accordance with the Unified Classification Scheme which is described on Plate A -3. The site exploration program was coordinated by our field representative who located the borings, obtained samples of the soils encountered, classified the soils by visual and textural examination, and maintained a continuous log of the subsurface conditions. The ground surface elevations shown on the boring logs are based on survey information provided by Boeing during our investigation. The site plan is also based on plans provided to us by Boeing. The borings were located by measuring with a tape measure from existing structures and are therefore approximate. Samples of the soil were obtained at approximately 5 -foot intervals in B90 -01 using a Standard Penetration Test (SPT) split -spoon sampler. Relatively undisturbed samples of the subsurface soil at approximately five -foot intervals in B90 -02 were obtained by using a Dames & Moore U -type sampler (see Plate A -4). Both kinds of samplers were driven with a 140 -lb hammer falling a vertical distance of 30 inches. In order to monitor ground water level in the immediate vicinity of. Boring B90 -01, a 3/4" PVC piezometer was installed to a depth of 45 feet in this boring upon completion of drilling. A locking monument cover was cemented in above the piezometer in order to restrict unwanted access to it. A -1 Depth in Foot 0— 15— 19. 4% 20 — 23X 30 — 14. 4X Sample ( 3 0 7 15 0 21 17 18 a 1' .� !i i i i 1 ML SP I sp SP No. 00695- 477 -016 Boring B90 -01 Boring B90- O1,Cont. Elevation 110 ± 6 inches asphaltic pavement Gray to brown silt with trace very Pine sand and orange mottling (soft) Dark gray to dark brown fine sand with trace silt (loose) Fines-10.82 Dark ray fine to medium sand with trace silt (medium dense) Dark gray fine to coarse sand with trace fine gravel (medium dense) Dark gray fine to medium sand with slightly trace silt and occasional coarse sand (medium dense) Depth in Feet 40 45 — 50 — KEY: 23 GI Log of Borings Sample ESymbo 1 17 Gi , Dark gray fine sand with trace to some medium sand. to dark gray fine sandy silt (medium dense to very stiff) Boring 890 completed at a depth of 46.5 feet on 5- 17 -90. Ground water measured at a depth of 10.6 feet on 5 17 -90. 21.22 -10e Indicates moisture content and dry density In pcf Blows required to drive Dames 8 Moore sampler I one foot with 140 lb hammer and 30 Inch drop. to • Indicates undisturbed sample O Indicates Standard Penetration Test NOTE: Tho discussion in the text of this report 1s necessary for a proper understanding of the nature of the subsurface materials. Fines - X by weight passing No 200 stove Dames 8 Moore Plate A -1 Depth in Foot 0— 5— 10— 15 — 25.7X -102 20 — 19.3X -108 25 — 30 — 21.4X -116 35 — 40-- Sample ESymbo l 27 39 26 me 61 36 MI G P V grovel base coarse M L Gray silt with dark brown wood fragments and organic material (soft) 1 1 11 t 4 7 1 4• Job No. 00695 - 477-016 Boring B90 -02 Boring B90- 02,Cont. Depth Sample Elevation 110 + in Foot ESymbo1 40^ 31 27.9X -104 so 7 inches asphalt pavement S p Dark gray fine sand with trace silt and wood fragments (generally Loose) 6 inches wood Fragments at 11 Peet grades coarser Dark gray fine to medium sand (medium dense) Fines.3.2X sw Dork gray fine to coarse sand (medium dense) f grades with increasing ine sand 45 — 27.9X -t08 50 — KEY: grades with decreasing NOTE: medium sand 37 Log of Borings ISP SP Dark gray fine sand with trace to some silt (medium dense) As above with trace organic matter and organic odor (medium dense) Boring B90 -02 completed at a depth of 46.5 foot on 5 -7-90. Ground water not measured. 21.2X -108 - - ---- Indicates moisture content and dry density In pcf I-- Blows required to drive Domes & Moore sampler I one Foot with 140 lb hammer and 30 inch drop. 10 MU Indicates undisturbed sample li Indicates Standard Penetration Test Indicates ground water measured The discussion in the text of this report is necessary for a proper understanding of the nature of the subsurface materials. Fines .. Z by weight passing No 200 sieve Dames a Moore 'Plate A -2 MAJOR DIVISIONS GRAPHIC LETTER SYMBOL SYMBOL TYPICAL DESCRIPTIONS COARSE GRAINED SOILS MORE THAN 50% OF MATERIAL IS LARGER THAN NO, GRAVEL AND GRAVELLY SOILS MORE THAN 50% OF COARSE FRAC. TION RETAINED CLEAN GRAVELS (LITTLE OR NO FINES) ' e go 4 GW • t o I • C • WCLL.GRADED GRAVELS, GRAVEL. SAND MIXTURES, LITTLE OR NO FINES • " �• ~;;; 3111 '•�'i GP .° • • POORLY.GRADED GRAVELS, GRAVEL.SAND MIXTURES, LITTLE OR NO FINES GRAVELS WITH FINES (APPRECIABLE AMOUNT OF FINES) ' , 1E! GM SILTY GRAVELS,GRAVEL•SAND• SILT MIXTURES GC CLAYEY GRAVELS. GRAVEL•SAND CLAY MIXTURES ON NO,1 SIEVE SAND AND SANDY SOILS MORE THAN 50% OF COARSE FRAC. TION PASSING CLEAT/ SAND (LITTLE OR NO FINES) • • •� o • • SW •• . • a • °•• • • •• o WELL•GRADED SANDS, GRAVELLY SANDS. LITTLE OR NO FINES SP a N POORLY•GRADED SANDS, GRAVEL• LY SANDS, LITTLE OR NO FINES SANDS WITH FINES (APPRECIABLE AMOUNT OF FINES) I i SM ,) SILTY SANDS.SAND•SILT MIXTURES OO SIEVE SIZE �•/ �� SC CLAYEY SANDS.SAND•LAY MIXTURES NO. 4SIEVE FINE GRAINED SOILS THAN 50% OF MATERIAL IS MAUER THAN NO. SILTS ' AND LIQUID LIMIT CLAYS LESS THAN 50 111)))) ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS. SILTY CLAYS. LEAN CLAYS 1 I I t i I OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY S AN LIQUID LIMIT CLAYS GREATER THAN 50 MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS MACEOUS FINE SAND OR SILTY / A / CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS 200 SIEV • SIZE j j j / / /// OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS PT PEAT. HUMUS. SWAMP SOILS WITH HIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS UNIFIED SOIL CLASSIFICATION SYSTEM Dames & Moore Plate A -3 DRIVING DR PUSHING MECHANISM COUPLING WATER OUTLETS NOTCHES POR ENGAGING FUSSING TOOL NEOPRENE GASKET HEAD NOTE, •MEAD EXTENSION' CAN SE INTRODUCED SE TREEN • MEAD • AND 'SPLIT SPLIT some'. ITO FACILITATE REMOVAL OP CORE SaN►LEI SIT CHECK VALVES VALVE CAGE CORE.RET*ono RINGS 1)•I�2•00,Sr 1•LONGI CORE.RE T AIMING DEVICE RETAINER RING RETAINER PLATE IINTERCNANGE WITH OTHER TYPES) SOIL SAMPLER TYPE U FOR SOILS DIFFICULT TO RETAIN IN SAMPLER SPLIT II Anil EL_ LOCKING RING SPLIT FERRULE TNIN.WALL ED SAMPLING TUBE pNTLENGTHS) sLE ALTERNATE ATTACHMENTS CORE.R DEVICE Dames & Moore APPENDIX B LABORATORY TESTS Laboratory tests were performed on representative samples of the soils encountered in the borings to evaluate their pertinent physical characteristics. The laboratory program included sample examination and soil classification, strength tests, and moisture- density determinations. The soil samples were examined in our laboratory by a soils engineer from our staff. This examination served to confirm or modify field classification of the soils, and to correlate soil conditions at the site with those at other sites in the area at which we have performed investigations. The percentage of fines for selected samples was determined by washing the samples on the No. 200 sieve. The results of these tests are presented on the boring logs. A grain size distribution of well- graded sand is presented on Plate B -1. The shear strengths of the soils were evaluated from the results of a direct shear test. The direct shear test was performed under drained conditions at a rate of shear deflection of 0.05 inches per minute. The results of the direct shear tests are presented on Plate B -2, and the test procedure is shown on Plate B -3. Moisture and density determinations were made individually and in conjunction with the strength test. The moisture contents, and dry densities where measured, are presented to the left of the appropriate sample notations on the boring logs. COBBLES GRAVEL SAND SILT OR CLAY COARSE I FINE o0ARsE4 MEDIUM ( FINE D.B. SIEVE = D INCHES U.S. STANDARD SIEVE No. HYDROMETER 100 60 aS PO 60 40 20 0 UNIFIED SOIL CLASSIFICATION 3 3/4 3/8 4 10 20 40 00 140 200 „ 1,„, C , 11 I , , I r , I , t 10 10' SYMBOL BORING D(ft�TH 0 8 -90 -01 31 Remark : I , 10 1 10 16' GRAIN SIZE IN MILLIMETER (�� DESCRIPTION WELL— GRADED SAND (SW) 0 20 40 80 80 100 16' 00695 -477 -016 Dames & Moore BOEING CO. GRAIN SIZE DISTRIBUTION Plate No. B -1 Boring Depth (ft) Soil Type Moisture Content ( Dry Density (pof) Normal Stress (psn Undrained Peak Strength (13s0 Undrained Residual Strength (psf) B -2 -90 15.5 Sand 23.5 93 1000 3000 1250 2520 740 2460 ..•■••! ..NMI Direct Shear Test Results GOMM METHOD OF PERFORMING DIRECT SHEAR AND FRICTION TESTS DIRECT SHEAR TESTS ARE PERFORMED TO DETERMINE THE SHEARING STRENGTHS OF SOILS. FRICTION TESTS ARE PERFORMED TO DETERMINE THE FRICTIONAL RE- SISTANCES BETWEEN SOILS AND VARIOUS OTHER MATE- RIALS SUCH AS WOOD, STEEL, OR CONCRETE. THE TESTS ARE PERFORMED IN THE LABORATORY TO SIMULATE ANTICIPATED FIELD CONDITIONS. EACH SAMPLE IS TESTED IN A SPLIT SAMPLE HOLDER, TWO AND ONE•HALF INCHES IN DIAMETER AND ONE INCH HIGH. UNDISTURBED SAMPLES OF IN•PLACE SOILS ARE EXTRUDED FROM RINGS TAKEN FROM THE SAM- PLING DEVICE IN WHICH THE SAMPLES WERE OB- TAINED. LOOSE SAMPLES. OF SOILS TO BE USED IN CON- STRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. DIRECT SHEAR APPARATUS WITH ELECTRONIC RECORDER DIRECT SHEAR TESTS A ONE -INCH LENGTH OF THE SAMPLE IS TESTED IN DIRECT SINGLE SHEAR. A CONSTANT PRESSURE, APPROPRIATE TO THE CONDITIONS OF THE PROBLEM FOR WHICH THE TEST IS BEING PERFORMED, IS APPLIED NORMAL TO THE ENDS OF THE SIMPLE- THROUGH POROUS STONES. A SHEARING FAILURE OF THE SAMPLE IS CAUSED.BY MOVING THE UPPER SAMPLE HOLDER IN A DIRECTION PERPENDICU- LAR TO THE AXIS OF THE SAMPLE. TRANSVERSE MOVEMENT OF TILE LOWER SAMPLE HOLDER IS PREVENTED. THE SHEARING FAILURE IS ACCOMPLISHED BY APPLYING TO THE UPPER SAMPLE HOLDER A CON- STANT RATE OF DEFLECTION. THE SHEARING LOAD AND THE DEFLECTIONS IN BOTH THE AXIAL AND TRANSVERSE DIRECTIONS ARE RECORDED AND PLOTTED. THE SHEARING STRENGTH OF THE SOILS IS DETERMINED FROM THE RESULTING LOAD - DEFLECTION CURVES. FRICTION TESTS IN ORDER TO DETERMINE THE FRICTIONAL RESISTANCE BETWEEN SOIL AND THE SURFACES OF VARI- OUS MATERIALS, THE LOWER SAMPLE HOLDER IN TINE DIRECT SHEAR TEST IS REPLACED BY A DISK OF THE MATERIAL TO BE TESTED. TILE TEST IS THEN PERFORMED IN THE SAME MANNER AS THE DIRECT SHEAR TEST BY FORCING THE SOIL OVER TINE FRICTION MATERIAL SURFACE. Dames & Moore Plate 8 -3 THIS SECTION WILL BE SUBMITTED LATER BOEING CAFETERIA 09-012 SECTION 01010 PAGE 1 SUMMARY OF WORK BOEING CAFETERIA 09-012 SECTION 01032 PAGE 1 D. Alternate No. 3, Entry Canopy., State the amount to be added to the Basic Bid for orovidiYvg entry canopy structure. including foundations. • E. Alternate No. 4, P.A. System. State the amount to - be added' to the Basic Bid for providing specified P.A. system. including associated accessories. Basic Bid, in relation to the work of this Alternate. includes associated conduits. END OF SECTION PART 1 GENERAL 1.01 SECTION INCLUDES BOEING CAFETERIA 09-012 SECTION 01045 PAGE 1 CUTTING AND PATCHING A. Cutting, fitting, and patching required to cornolete the Project. and to make its several Darts fit together. B. Uncovering portions of nonconforming, ill-timed instal lat ions to provide for correction. C. Removing defective installations and work not ccoriforrniriD to requirements of Contract Documents. D. Removing samples of installed work as required for testing. E. Providing routine penetrations of nonstructural surfaces for mechanical and electrical installations. 1.02 RELATED SECTIONS Division 15 - Mechanical Work Division 16 - Electrical Work Individual specification sections: Cutting and patching incidental to work of those sections. 1.03 SUBMITTALS A. Submit written. request to the Construction Manager wel 1 in advance of cutting or altering the - 1. Work of the Owner or anv separate Contractor., Visual Dualities of installed work. B. Include in reauest- 1. Project identification. 2. Work description and products to be used. 3. Necessity for cutting or altering. 4. Effect on work of Owner or any separate contractor on Project. 5. Description and location of pro Dosed work: Extent of cutting, patching. or altering. Include - a. Names of trades to be executing the work. b. Products to be used. c. Extent of refinishing to be done. d. Alternatives to cutting and patching. e. Cost proposal, when applicable. f. Written permission of any separate Contractor whose work will he affected. D. Date and time work will be executed. 1.04 QUALITY ASSURANCE PART 3 EXECUTION 3.01 INSPECTION A. Do NOT cut or alter work affecting - 1. Structural value and integrity. 2. Moisture- resistance. except as otherwise specified. 3. Safety. 4. Maintenance. 5. Function of equipment and products. BOEING CAFETERIA 09 -012 SECTION 01045 PAGE CUTTING AND PATCHING C. If work conditions or schedule indicate change of products. submit substitution request as specified in Section 01630 - Product Options and Substitutions. D. Submit written notice to the Construction Manager designating date and time work will be uncovered. A. Installer aualifications: Employ workers with at least 5 years of experience for work on visible finished 'surfaces and moisture-resist ant elements. PART 2 PRODUCTS 2.01 MATERIALS A. Comply with specifications and standards for affected products. A. During cutting and patching, inspect conditions. includinp elements subject to d area g e or movement. B. After uncovering work, inspect conditions affecting product installation or work oerforrnance. C. Submit written reports to the Construction Manager defining unsatisfactory work or Questionable .conditions. Do not cut or patch until unsatisfactory conditions are corrected. Beginrlin0 work constitutes your acceptance of 'conditions as satisfactory. 3.02 PREPARATION A. Provide temporary support to ensure structural integrity of affected work portion. B. Protect other portions of Project from damage. C. Protect work exposed by cuttina and patching from elements. 3.03 PERFORMANCE END OF SECTION BOEING CAFETERIA 09-012 SECTION 01045 PAGE 3 CUTTING AND PATCHING B. Avoid •darnaoino ether work. Provide satisfactory surfaces for subseauent work. C. Perform fitting. and adiustinp required to cc.rnoly with specified products, functions. tolerances. and finishes. D. Restore work cut or removed. Install new prod uct s as rea u i red to complete work in accordance with Contract Documents. E. Fit work airtight to pipes, sleeves, ducts. conduit, and ether surface penetrations. Maintain clearances around pipe recuired by National Fire Protection Association NFPA -13. F. Refinish entire surfaces to provide are even finish matching ad iacent finishes. 1. For continuous surfaces. refinish to nearest intersection. 2, For an assembly. refinish the entire unit. 1.04 SUBMITTALS PART 2 PRODUCTS NOT USED BOEING CAFETERIA 09-012 SECTION 01050 PAGE 1 FIELD ENGINEERING PART 1 GENERAL 1.01 SECTION INCLUDES A. Performing general surveying services and calculations. B. Identifying control points. C. Setting and maintaining grades and alignment and slope stakes necessary for construction. [including the roadbed,3 surfaoing oaving, and similar work. • 1.02, RELATED SECTIONS, A. Section 01720 — Project reoord'doouments. 1.03 QUALITY ASSURANCE A. .Field Enoireer qualifications: Washington State registered, licensed land surveyor acceotable to the Construction Manager. A. Furnish name. address, and telephone number of licensed oerson before starting work. B. On reauest, submit .documentation verifying accuracy of work. • C. Submit professional surveying engineervs signed certificates indicating that elevations and imorovement locations conform or do not conform to Contract Document reouirements. 1.05 ` PROJECT RECORD DOCUMENTS A. • Maintain complete and accurate logs of control and survey work • as it progresses PART 3 EXECUTION 3.01 INSPECTION A. Verify survey control point locations �beforestartinp work. Locate ends of capped utilities by_x:oordinateand elevation. Promotly notify the C�onstructionManaoer of discreoanciesm if CND OF SECTION BOEING CAFETERIA 09-012 SECTION 01050 PAGE 2 FIELD ENGINEERING 3.02 SURVEY REFERENCE POINTS , [ A. Reference survey control ooints befcrestartino construction. Provide the Construction Manager with copy of survey notes. B. Promptly. report to the Construotion Manager if reference points are lost or destroyed. C. • At the finish of construction" replac:edislooated survey control' points based on original survey•c:ontrol..• 3.03 ALLOWABLE TOLERANCES ., A. • Establish lines and elevations accurately. B. For stationing and alignment tolerances: 1. Stationing ± 0.1 foot, d" Alignment ±.0"01 foot. C. Fqr other reouirems»nts to be taker 25-foot intervals: ' • 1..Blco��stakes ' . � ±.�)"1� foot. 2. Bubgpade (blue tops.•set 0.()5 foot below grade) + 0.01 foot. 3. • Surfacing (red and yellow tops) 0.01 foot.. 4. Paving pins for surfacing or paving 0.005 foot. PART 1 GENERAL SECTION INCLUDES Owner furnished perrnits : 1. Master Plan Shore l and s Development Permit. REGULATORY AUTHORITIES King County 1. Dept. of Health 1510 Public Safety Building• Seattle Plumbing Perrnits and Inspections Gas Perrnits and Inspections' 2. Dept. of Public Works King County Administration Building Seattle Roads Division Solid Waste Division Surface Water Manaoerner,t Division, 3. Airport - Boeing Field Seattle Airport Engineer C. Tukwila. City of 6200 Southcenter.Blvd. Tukwila. WA 98188 Building Perrnits Perrnit Inspections Grading Perrnits and Inspections HVAC Perrnits SEPA State Environmental Policy Act Sharelands and Wetlands Development Fire' Marshall Street Use Permits Storm Sewer (other-than Boeing Field) BOEING CAFETERIA 09 -012 SECTION 01 060 PAGE 1 REGULATORY REQUIREMENTS :Comply with Municipal, County, State and Federal Codes and Regulations applicable to Pro,iect. Obtain. and pay for, required perrnits except those furnished by Owner. A. • General: Authorities having i ur i sd i ct i on over pro i ect . or parts of project. include those listed below. 4. Puget Sound Air Pollution Control Agency (PSAPCA) 200 W. Mercer Seattle (206) 587 -2732 (206) 587 -2727 (206) 344- 7490 (206) 344 - 3840 (206) 344 -3874 (206) 344 -7380 (206) 344- 7330 (206) 433-1851 (206) 433 -1851 (206) 433 -1851 (206) 433 -1851 (206) 433 -1847 (206) 433 -1847 (206) 575 -4404 (206) 433 -1850 (206) 433 -1850 D. Washington State 1. Dept. of Labor and Industries (DOLI) Electrical Permits and Inspections 19435 W Valley Highway - Bldg" S-108 Kent Workplace Safety Inspections 300 W Harrison - Room 301 .Seattle E. Other as applicable. 1.()3 CODES AND REGULATIONS A. General: Codes and regulations apply as adopted and amended by Regulatory Authorities. Codes and regulations applicable to proJeot include: 1. National Electrical Code (NFPA 70). G-• National Life Safety Code (NFPA 101). 3. Puget Sound Air Pollution Control Agency (PSAPCA) Regulations. 4. Uniform Building Code (UBC). • 5. Uniform Plumbing Code (UPC). 6. Uniform Mechanical Code (UMC). 7. Washington State industrial Safety and Health Act (WISHA). 8. Washington State Environmental Policy Act (SEPA), 9. Other as apolioabl*a. 1.04 PUBLIC UTILITIES A. Water' Seattle Water Deooav~tment 821 Second Avenue Seattle Engineering B. Sewer Seattle Sewer Utility Seattle Municipal Building Seattle Site sewer oermits and inspection C. Solid Waste Disposal - see King County. D. Electric Seattle City Light 1015 Third Avenue Seattle E. Gas Washinoton Natural Gas Co. 815 Mercer St. � Seattle BOEING CAFETERIA 09-012 SECTION 01060 PAGE 2 REGULATORY REQUIREMENTS (206) 872-6363 (206) '281-5740 (206) 625-4125 (206) 625-2317 (206) 464-1999 F. • Telephone US West Communications Seattle H. Other as aool icable. PART E .PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) G. Uriderpraund Utility Lc'cat i na Service 1 -800 -454 -5555 END OF SECTION BOEING CAFETERIA 09-01 SECTION 01060 PAGE 3 REGULATORY REQUIREMENTS (2006) 346-8500 PART 1 GENERAL 1.01 DESCRIPTION BOEING CAFETERIA 09-012 SECTION 01075 PAGE 1 DEFINITIONS AND INTENT A. The following iterns generally supplement conditions of the Contract. If these conflict with the Contract requirements and General or Special Conditions, the latter take precedence. 1. "Specialist" means "An individual or firm with established reputation regularly engaged in'and rnaintainino a regular force of workers skilled in (as applicable) : Manufacturing, fabricating, or otherwise performing required work." a. Unless otherwise noted, the Specialist is required to have been a satisfactorily functioning entity no less than 5 years and to be certified by the manufacturer. 2. "Contract Document" as used in Contract documents includes Bidding Requirements, Contract Forrns, General Conditions and Special Conditions of the Contract, specifications, and other iterns listed in the Contract Document Table of Contents. a. The Contract Documents include iterns necessary for the proper execution of the work, including the testing and demonstrated functioning of all iterns and rnaterials to be provided and installed by the Contractor. The Contract Documents complement each other and are equally binding alone or together. The Contractor is required to implement that work to the intended result, which is reasonably inferable from the Contract Documents. 3. Substantial or Early Completion: The date certified by the Construction Manager when construction is sufficiently complete, in accordance with the Contract Documents, that the Owner can occupy or use the Work, or designated portion of the Work, for the use for which it is intended. 4. Drawings are diagrarnrnatic: a. Drawings are in part diagrarnrnatic and do not necessarily show complete construction details, work. materials, performance, or installation. Nor do they necessarily show how construction details. other iterns of work, fixtures, and equipment may affect any particular installation. Correlate the Work to bring the parts together into a satisfactory and completed whole. b. Drawings incorporate new construction into existing facilities, and also modify existing facilities; as such they are diagrarnrnatic and do not purport to convey all the details and conditions of existing facilities. BOEING CAFETERIA 09-012 SECTION 01075 PAGE DEFINITIONS AND INTENT 5 Draw i n o dimensions and measurements: Dimension notations on Drawings govern. Da NOT scale the Drawings. a. Check dimensions in the field and verify them with respect to adjacent or incorporated work. If dimensions do not sufficiently describe the work, notify the Construction Manager immediately. Unless otherwise determined by the Construction Manager, large -scale Drawings take precedence over smaller scale plans, elevations, and cross- sections. It is understood that all Contractors scale drawings; but, they are responsible for those dimensions and use • them at their own risk. G. Existing building dimensions and conditions are garnered from existing data and are shown on Drawings for Contractor's convenience ONLY. The Design Tearn does not guarantee accuracy of such dimensions or conditions. The contractor is to field verify. It is the Contractors responsibility to be informed as to existing conditions affecting the work. a. No increase will be made in Contract price because of negligence in verifying easily discernable conditions bearing upon:your costs... 4 7. Workmanship: Conf to accepted trade practices, specified standards or specifications. whichever .is more stringent. a. Before installing any item or material, verify that new construction surfaces are plumb, level, true to line, • and straight. Existing work receiving installed items or material all to be as plumb, level and true. to line as is .r.easonably possible given specified tolerances. Perform without extra cost shimming, blocking, grinding, or patching required to make installed items and materials plumb, level, true to lime. and straight. b. Take care in attention to detail•and fitting at intersections and junctures of materials. Joints are to be tight, straight, even, and smooth., END, OF SECTION PART 1 GENERAL 1.01 INCORPORATING STANDARDS 1.02 QUALITY ASSURANCE BOEING CAFETERIA 09-012 SECTION 01090 PAGE 1 REFERENCED STANDARDS A. Published industry standards are referenced throughout the specification to establish quality reauirernents for materials and workmanship. To the extent standards are incorporated by reference, they are as bindino as if fully repeated. B. Referenced standards are listed in each section by: Publishing body name and acronym, abbreviated designation, issue date, amendment date, and title. Follow edition of date specified, including amendments. or submit substitution reauest in accordance with Section 01630. If no edition date is specified. fallow latest edition in effect at Invitation for Bids date. A. Copies on site: Provide one copy of the fallowing references on site for use by everyone involved with Project. • 1. Uniform'Buildina Cade (UBC) 2. UBC Standards 3. Uniform Plurnbina Code (UPC) 4. WISHA Regulations S. Washington Handicapped Accessibility Standards 6. ASTM Standards in Building Codes:. 26th Edition 7. Local building code amendments and additions. B. References required to be corgi -site by individual sections in Divisions 2 through 16 of the Technical Specification. •, PART 2 PRODUCTS 2,01 MATERIALS A. Plainly mark rnaterials specified by Referenced Standard to identify standard, grade, and other criteria specified. Where marking of individual pieces is impracticable, as in materials • furnished in bulk form. furnish certificate of compliance upon request. PART .3 EXECUTION (NOT USED) END OF SECTION 1.0E PART 1 GENERAL 1.01 DESCRIPTION A. General Conditions of the Contract pavern certain submittals such as Construction Schedule. Procress Schedule. Shoo Draw i nos, product data, samples, certificates, Project Record Documents, aperatino and maintenance data. and warranties. RELATED REQUIREMENTS Special Conditions: General C o n d i t i o n s : Section 01050 - Section 01630 - Section 01720 - BOEING CAFETERIA 09-012 SECTION 01300 PAGE 1 SUBMITTALS SC -6 Submittals and substitutions. GC -22: Contractor- Furnished Drawings, samples. certificates and data. Field Enaineerino: Survey data. Product Options and Substitutions. Project Record Documents: Annotated', updated, finalized, construction documentation. Section 01730 - Operating and Maintenance Data. Section 01740 - Warranties and Bonds. Divisions 2 thrauoh 16 - Subrnittals as required and specified. 1.03 SUBMITTAL PROCEDURES A. Provide space for Contractor and Construction Manager review stamps. B. Apply Contractor's stamp. Sign or initial as certification that review, verification of products required. field dimensions, ad acent construction work, and coordination of information are in accordance with the rea'.tirernents of the Work and the Contract Documents. C. Schedule submittals to expedite the Project. Deliver schedule to Construction Manager. Coordinate submittals of related items. Revise schedule as Proiect proceeds. Allow 10 working days for Engineer's review. 1. When it is not feasible to comply with schedule, allow for reasonable reschedu1ina.• Confer with Construction Manager to request fair assessment and required reschedulino. D. Transmit each submittal with Construction Manager- accepted form. Sequentially number the transmittal forms. B. Revise and resubrnit as required. 1.05 PROPOSED PRODUCTS LIST 1.06 SHOP DRAWINGS 1.07 PRODUCT DATA BOEING CAFETERIA 09 -012 SECTION 01300 PAGE SUBMITTALS E. Identify Project. Contractor. subcontractor or supplier, pertinent Drawinn sheet and detail number(s), specification section number. and other relevant information. F. Identify variations from Contract Documents. Show product or system limitations that may be detrimental to successful performance• of the completed Work. G. Revise and resubrnit subrnittals as required, identifying changes made since previous submittal. Identify resubrnittals with original number and are alphabetic suffix. H. Distribute copies of reviewed and accepted subrnittals to concerned parties. Instruct parties to report promptly if they are unable to comply. 1.04 CONSTRUCTION PROGRESS SCHEDULE A. Submit progress schedule to Construction Manager in accordance with General Conditions (GC -20). C. Indicate submittal dates required for Shoo Drawings, product data, samples, and product delivery dates, including those furnished by Owner. A. Submit complete list of rnaior products proposed for use, with name of manufacturer, trade name, model number of each product, and name of subcontractor installing the work. B. For products specified only by reference standards. cite the standard and give manufacturer, trade name, model or catalog designation, and installer. A. When specifically called for, in individual sections, submit in the form of one reproducible transparency and two opaque reproductions. One copy will be retained by Construction Manager. One copy will be retained by Engineer. Annotated reproducible will be returned to Contractor. B. After review, reproduce and distribute in accordance with article on Submittal. Procedures above and for Record Documents. A. Submit three copies; one retained by Construction Mananer, one retained by Engineer and one copy to. be returned to Contractor. 1.08 SAMPLES BOEING CAFETERIA 09 -012 SECTION 01300 PAGE 3 SUBMITTALS B.' Mark each copy to identify products. models. pot ions. and other data. • Supplement manufacturers' standard data to provide information unique to this Project. C. After review, distribute in accordance with article on submittal procedures above and provide copies for Record Documents as described in Section 01720. A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts of attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturer's standard or custom colors. I f specified, show textures and patterns for Construction Manager's selection. C. Include identification on each sample with full Project information. D. Unless otherwise specified, submit 3 samples of each required item, one to be retained on site by the Construction Manager. E. Reviewed samples that may be used in the Work are indicated in . individual specification sections. 1.09 MANUFACTURER'S INSTRUCTIONS A. When specified in individual soecification. sections.. submit manufacturer's printed instructions for delivery, storage, assembly, installation, startup,. adjustment, and finishing. Provide in quantities specified for Product Data. B. Identify conflicts between manufacturer's instructions. and Contract Documents. 1.10 CONTRACT CLOSEOUT A. Submit in accordance with Conditions of the Contract. 1.11 MANUFACTURER'S CERTIFICATES A. When specified in individual specification sections, submit manufacturer's certificate to Construction Manager for review. Provide quantities specified for Product Data. B. Indicate that material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. A. Submit information required as a condition of the Building Permit issued by code authority. C. Certificates may be recent or grev i ous test resu l t s on material or product,. as• acceptable to Construction.Manader. 1.12 LIST OF SUBCONTRACTORS A. Subrnit. as required in Conditions .of the Contract.: 1.13 MISCELLANEOUS END OF SECTION BOEING CAFETERIA 09-012 , SECTION 01300 PAGE 4 SUBMITTALS BOEING CAFETERIA 09-012 SECTION 01400 PAGE 1 QUALITY CONTROL PART 1 GENERAL 1.01 SECTION INCLUDES A. General requirements for Source and Field Quality Control. 1.02 RELATED SECTIONS A. Applicable sections: Detailed requirements for Source and Field Quality Control. 1.03 OWNER FURNISHED INSPECTION AND TESTING A. Reouired under Chapter 3. UBC. B. Other inspection and testing wherever required under Source and Field Quality Control in various sections, C. Discretionary testing ordered by Construction Manager. 1.04 CONTRACTOR PAYMENT FOR INSPECTION AND TESTING A. Contractor may be baokoharged and payment may be withheld according to General Conditions for- 1. Testing of repaired work and testing new work replacing rejected work. 2" Costs for time, traVel and related, expense if work is not ready to be tested or inspected at time requested by Contractor. 1.05 SUBMITTALS A. ' Schedule of anticipated test dates. B. Notice of specific inspection dates. 1.06 DUTIES OF SOILS ENGINEER AND LABORATORY A. Obtain and handle test samples at Project Site and at oroduct source. B. Report noncompliance with specifications and Drawings: Immediately notify Construction Manager•and Contractor. 1.07 'LIMITATIONS OF AUTHORITY OF SOILS ENGINEER OR TESTING 'LABORATORY' A. Laboratory ioa not' authorized to- BOEING CAFETERIA 09-012 SECTION 01400 PAGE QUALITY CONTROL 1. Release. revoke, alter, or enlarge on reauirernents of Contract Documents. 2. Approve or accept any portion of the work. 3. Perform dut ies of Contractor. 4. Stop the work. 1.08 SCHEDULE A. Schedule, as far in advance as practicable, anticipated tests and inspections. I rrc l ud a major testing and inspection i rr Construction Schedule allowing. adequate tirne for test /inspection, evaluation and approval. B. Notice: Where inspection is required at a specific date, 2 day notice is required, schedule not withstanding. Telephone notice is acceptable. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 SPECIFIED QUALITY CONTROL A. Detailed requirements are specified in applicable sections. 3.02 DISCRETIONARY QUALITY CONTROL A. Construction Manager may order additional tests and inspections at any time. 3.03 CONTRACTOR RESPONSIBILITIES A. Deliver to laboratory at, designated location, adequate samples of materials proposed to be used which require testing, along with proposed rnix designs. B. Cooperate with laboratory personnel, and provide access to the Work and to manufacturer's facilities. C. Provide incidental labor and facilities to provide access to work to be tested, to obtain and handle sarnples, at the site or at source of Products to be tested, to facilitate tests and inspections, storage and . curing of test samples.. BOEING CAFETERIA 09-012 } SECTION 01400 PAGE 3 QUALITY CONTROL 3.04 RETESTING REJECTED WORN A. Contractor may request retesting if work is rejected based on initial testing. 1. If second test is also negative, work will be rejected. 2. If second test is positive, Construction Manager may elect to accept work, or Order third test. If third test is positive, work will be accepted; if negative, rejected. 4. Cost of retesting will be charged to contractor if work is rejected. 3.05 SCHEDULE OF TESTING AND INSPECTION A. The following schedule lists quality control required, by section. This schedule is provided for convenience of Owner, testing agency, and Contractor. Quality control will be ( according to specifications whether or not listed below. Section Title Source QC Field QC DIVISION 2 - SITEWORK 02200 EARTHWORK * DIVISION•3 - CONCRETE • 03300 CAST-IN -PLACE CONCRETE • 'DIVISION 5 - METALS 05120 • STRUCTURAL STEEL * * 05300 STEEL DECK ' * DIVISION 15 - MECHANICAL 15955 PNEUMATIC CONTROL SYSTEMS 15956 DIRECT DIGITAL BUILDING MGMT. AND CONTROL SYSTEM 15975 PROCESS INSTRUMENTATION AND CONTROL 15990 TESTING, ADJUSTING, AND BALANCING END OF SECTION PART 1 GENERAL 1.01 SECTION INCLUDES A. Furnishing' and installing products specified under options and . conditions for substitutions. 1.02 SUBMITTALS BOEING CAFETERIA 09-012 SECTION 01630 PAGE 1 PRODUCT OPTIONS AND SUBSTITUTIONS A. Submit duplicate written substitution requests to Construction Manager. Use form provided at end of this section. 1. Where specified only by reference standards: Select any product meeting standards by any manufacturer. E. Where specified by naming several products or manufacturers: Select any product and manufacturer named. Other products and manufacturers wi 11 not be considered. 3. Where specified by naming one or more products. but indicat- ing "or approved" after specified listing: Specified product is preferred and designates the quality standard. Submit request for another product an ' t he attached fcrrn. 4. Where specified by naming only one product and manufacturer: There is no option and no subst i t ut i c4ri will ' be allowed except under certain conditions specified 'in EXCEPTIONS. B. In' rnakina request for substitution, Contractor represents- 1. I have personally investigated proposed product and, in my opinion, it is equal or superior in all respects to that specified. E. I have coordinated installation of accepted substitution and guarantee to complete it in all respects. 3. I have outlined changes required on the farm. 4. I will provide the same guarantee for the substitution as for the specified product. 5. My cast impact figures are complete and include related casts under the Contract, but exclude costs under separate contracts. See attached fcrrn. 6. I waive claims for additional casts related to the substi- tution that subsequently become apparent. C. Substitutions will NOT be considered if- 1. Indicated or implied on Shop Drawings or other data submit- tals without proper notice (i.e., use • of the attached form). 2. Acceptance will require substantial revisions of Contract Documents. D. Approval of any substitution or product option does not relieve the contraction of the responsibiility of ensuring the proper fit,, recommended, access to equipment, and proper mounting of the various parts of the work. 1.03 EXCEPTIONS A. After Contract date. Owner. may, at his option, consider certain other substitutions from the. General Contractor, subrnited in accordance with requirements of. this section. Indicate one or rnore of the follawina reasons for the.request: 1. Substitution is required for compliance with final code interpretation requirements or with insurance regulations. 2. Specified product. is unavailable through no fault of Contractor or subcontractor. 3. Subsequent information discloses, specified product is unable toperforrn properly or fit •desianated.soace. 4. Manufacturer.c'r fabricator.. refuses to certify or guarantee performance of specified product. �. Substitution saves substantial cost,, time, or other consider- ations. (Show accurate cost comparison with product 'or method specified.) END OF SECTION NOTE: SUBSTITUTION REQUEST FORM FOLLOWS. BOEING CAFETERIA 09 -012 SECTION 01630 PAGE 2 PRODUCT OPTIONS AND SUBSTITUTIONS 1 t i SUBSTITUTION REQUEST FORM The following product is submitted for consideration instead of the specified and drawn item for this Project: Section BOEING CAFETERIA 09-012 SECTION 01630 PAGE 3 PRODUCT OPTIONS AND SUBSTITUTIONS Paragraph Specified Item Proposed substitution ATTACHMENTS 1. Complete dimensional information and technical data specified in Section 01300. including laboratory tests, if applicable. Complete specification and Drawing information for proposed sub - stitution. Indicate •details required • for proper installation. 3. Samples and manufacturer's data to substantiate claim of equal quality, performance, and appearance to that specified.' Clearly 'mark manufacturer's literature to establish. equality. (Fill out the following) A.. The substitution does does not • affect the dimen- sions shown on Drawings. If it does, clearly indicate changes. B.,' The undersigned will will not pay for changes to the building design, including engineering and detailing costs caused by the requested substitution. C. The undersigned will will not pay additional ,costs related to substitution that became apparent as a consequence of this substitution. D. The substitution has the following effect on ether trades. other contracts, and Contract Completion date: E. The substitution has the following effect on applicable code requirements: F. The differences between the proposed substitution and the speci- fied item are: G. The manufacturer's guarantees of the proposed item are the same as different from those of the specified item. (Explain the differences on an attachment.) BOEING CAFETERIA 09 -012 SECTION 01630 PAGE 4 PRODUCT OPTIONS AND SUBSTITUTIONS H. The names of three similar projects on which the proposed product was used are listed below, with their addresses, dates of installation,. and the name and address of the Enoineer.ar Architect. Narne of Project Date Name of Project Date Name of Project Date Address Architect /Engineer Address Address Architect /Enoineer Architect /Enoineer I. Use of the proposed substitution will have the following impact an cost: J. Savings will will not be passed along to Owner. (Submit statement showing accountirio of changes to the Contract sum.) THE UNDERSIGNED HAS THE LEGAL AUTHORITY TO BIND THIS FIRM AND ATTESTS THAT THE PROPOSED SUBSTITUTION IS EQUAL OR SUPERIOR TO THE SPECIFIED ITEM IN FUNCTION AND QUALITY. SUBMITTED BY : SIGNATURE FIRM DATE ADDRESS REMARKS TELEPHONE FOR USE BY ENGINEER: ACCEPTED NOT ACCEPTED END OF FORM TITLE ACCEPTED AS NOTED RECEIVED TOO LATE BOEING CAFETERIA 09-012 SECTION 01720 PAGE 1 PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Maintaining Project Record Documents at site. B. Submittal of Project Record Documents during and at completion of Project. 1.02 RELATED SECTIONS :Requirements under seoarate cover - Change Order and Field Order procedures Section 01050 - Field Engineering Section 01300 - Submittals Section 01400 - Quality Control Division 2 through 16 - As reauired 1.03 MAINTENANCE OF RECORD DOCUMENTS AND SAMPLES A. Maintain and store in field offioe, apart from documents used for construction- 1. Record Contract Drawings. 2. Soecifioations. 3.' Revisions. 4. Change Orders and other modifioations to the Contract. 5, Field Orders and other written instructions. 6. Accepted Shoo Drawings and other submittals. 7. Field test records. B. Provide files and racks for document storage. C. File documents in aoCopdance with Specification's Table of Cortents. D. Maintain 'documents in ordeply, clean, and legible oondition. Do not use record .documents for construction ourposes. E. Sample storage: Provide locked cabinet or other secured storage.' F. Keep documents and sample's available for inspection by Construction Manager. 1.04 MARKING DEVICES A. Provide felt-tip marking pens for recording information in color code. Indicate color code on first sheet. 1.05 RECORDING A. Label each document PROJECT RECORD in neat, large orinted letters. B. Record information concurrently with construction orogress. 1. Do not conceal work until required information is recorded. C. Legibly mark blue or black line orints to record actual construction. 1. Record locations and measurements of services. utilities and equipment. Reference to permanent construction. 2. Note chanties of direction and location by dimension and elevation as utilities are installed. Show items •requiring maintenance. Show fire alarm system. 3. Show location of construction-concealed utilities and aoourtenances referenced to visible and accessible features of the structure. 4. Show details and locations not on original Contract Drawings. 5.. Record detail and dimension changes made on site by' Field Order. 6. Show changes made by Change Order. D. Specifications and 'revisions: Lenibly mark each item to record - 1" Manufacturer, trade name, catalog number. and suoplier of each equipment item actually installed. 2. Chanoes made by Field and.Change Orders. 1.06 SUBMITTALS BOEING CAFETERIA 09-012 SECTION 01720 PAGE 2 PROJECT RECORD DOCUMENTS E. Shop Drawings: Maintain and legibly annotate to record changes made after review. A. At Contract Closeout and before final oayment, deliver record documents to Construction Manager. Include- . 1.. Orwe black orblue-line print of each reoVired Project Record (As-Built) Drawing. 2. One set received specifictions. r r r r S 2 .. Project title and number. 1 _ s. Contractor's name, address. and telephone number. f r r D. Accompany submittals with duplicate transmittal letters indicatino- 5. 1. Date. 4. Title and number of each record document. Signature of Contractor or his authorized representative. END OF SECTION BOEING CAFETERIA 09-012 SECTION 01720 PAGE 3 PROJECT RECORD DOCUMENTS f f PART 1 GENERAL 1.01 SECTION INCLUDES A. Forrnatt ino manual submittals. BOEING CAFETERIA 09 -012 SECTION 01730 PAGE 1 OPERATING AND MAINTENANCE DATA B. Compiling product data and related information appropriate for Owner's maintenance and operation. Modifying data as required to accurately represent completed installations. C. InstructinD Owner's personnel in maintenance. eauioment. and systems operations prior to Owner' s acceptance of any portion or staae of the work. D. For a d d i t i o n a l requirements see respective architectural, mechanical, and electrical specification sections. E. Submitting 5 copies of final manuals. 1.02 RELATED SECTIONS Section 01300 - Submittals Section 01720 - Project Record Document Section 01740 - Warranties and Fronds Divisions 15 and 16 - Mechanical and Electrical. 1.03 FORM OF SUBMITTALS A. Prepare data in form for use by Owner personnel. 1. Material is to be used by Contractor for instruction of Boeing personnel and be appropriate for such use. 2. Size: 8-1/2 x 11 inches. 3. Paper: e0 -lb minimum: white for typed panes. 4. Text: Manufacturer's printed data, or neatly typewritten information. 5. Drawings: a. Provide reinforced punched binder tab. bound in with text. b. Fold oversized Drawings and place in pocket glued to inside of back cover. "OPERATING AND MAINTENANCE INSTRUCTIONS" HOEING CAFETERIA 09-012 SECTION 01730 PAGE OPERATING AND MAINTENANCE DATA 6. Arrange content by systems, under CSI Masterfcmrnat section numbers. 7. Provide flyleaf for product arid • rna or component parts of equipment followed by typed descriptions. Provide indexed tabs. 8. Cover: Identify each volr.ne•with typed or printed title: Show title of project: names of Owner arid • Engineer; Contractor's name and responsible principal, address, and telephones number: subcontractor; subject matter: and completion date of Contract. H. Binder: Commercial duality, 8-1/2 x 11 inch. three -ring type with durable hardback and cleanable plastic maximum ring size as suitable to content, 3 -inch maximum. All of one color. 1. When multiple binders are used. correlate data into related groupings. 1.04 CONTENTS OF MANUALS A. Neatly typewritten table of contents: Arrange as specified. Include an indexed list of each product and system data sheets. 1. Show for each product the name, address. and telephone number of the responsible- a. Subcontractor or installer b. Maintenance contractor, as applicable 2. Show the local source of supply for parts and reolacernerrts. 3. Clearly identify products, component parts. and materials required to keep systems and equipment in fully functioning condition. Identify by part number and description. H. Product data: Submit original product literature only. Copies are not acceptable. `j 1. Include only sheets pertinent to specific product. Annotate each sheet to- a., Clearly identify specific.product or part installed. b. Clearly identify data applicable to installation. c. Delete inaool icable information. 1 r r L' b. Instances that might affect validity sof warranties and bonds. 1 BOEING CAFETERIA 09-012 SECTION 01730 PAGE 3 OPERATING AND MAINTENANCE DATA C. Drawings: 1. Supplement product data with drawings reouired to clearly illustrate - a. Control and flow diagrams. b. Relations of component parts of equipment systems. 2. Coordinate drawings with information in Section 01720 - Project Record Drawings to assure correct illustrations of completed installations. 3. Do not use project record documents as maintenance drawings. D. Supplement product and installation data with typewritten text. 1. Organize in. consistent format under separate headings for different procedures. 2. Provide logical installation seouence for each procedure. E. Copy of each warranty. bond, and service contract issued. See Section 01740. 1. Provide information sheet for Owner's personnel. Indicate: a. Proper procedures in. event of failure. 1.05 MANUAL FOR MATERIALS AND FINISHES • A. Submit complete manual in final form. B. Include manufacturer's data on architectural products. applied materials. and finishes including: 1. Catalog number, size, and composition. 2. Color and texture designations. 3. Informatiorn reouired for reordering special manufactured products. C. Furnish instructions for care and maintenance including: 1. Manufacturer's recommendation for types of cleaninn agents and methods. 2. 'Cautions against cleaning agents and methods detrimental to products. 3. Recommended schedule for cleaning and maintenance. D. Bind in "moisture-protection" and "weather - exposed" product information. List applicable reference standards. chemical composition, and details of installation. Provide recommendations for inspections, rna i rrt errance, and recta i r. E. See respective soecificatiorr sections for additional maintenance data requirements. F. Provide a listing in Table of Contents for design data with tabbed fly sheet and space for insertion of.data. 1.06 MANUAL FOR EQUIPMENT AND SYSTEMS BOEING CAFETERIA 09-012 SECTION 01730 PAGE 4 OPERATING AND MAINTENANCE DATA A. Include description of unit or system and component parts for each item of equipment 'and each system. Show function. rrcrrna l operating characteristics. and limiting conditions. Provide performance curves with engineering -data and tests.. Include complete nomenclature and commercial number of replaceable parts. B. Parrelboard circuit directories: Provide electrical service characteristics. controls. and communications. •C. Irrclude as- installed color -coded wiring diagrams. D. Operating procedures: Provide start-uo. break-in. and routine rrcrrnal operating instructions and sequences. Include regulation. control, stopping, .shutdown, and emergency instructions. Show any special operating instructions. E. Maintenance reuuirements: Furnish routine procedures and guide for trouble - shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing. and checking instructions, or complete replacement. as required. F. Provide servicing and lubrication schedule. List lubricants required. G. Include manufacturer's printed operation and maintenance instructions. H. Furnish. sequence of operation by controls manufacturer. I. Provide complete parts list including original manufacturer's parts 1 ist, supplementary and incidental parts, illustrations. assembly Drawings, and diagrams required for maintenance. J. Provide as- installed control diagrams by controls manufacturer. K. - Provide Contractor's coordination Drawings, with as- installed color - ceded Piping diagrams. L. Provide charts of valve tap numbers. with location and function of each valve keyed to flow and control diarrams. M. Provide list of original manufacturer's recommended spare Darts, current prices, and a►.rantities to be maintained in stc.rape. N. Include test and balancing reports as specified in Section 15990. 0. Complete additional requirements as specified in individual . specification sections. P. Provide a listinD in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 1.07 INSTRUCTION OF OWNER PERSONNEL A. Before final inspection, instruct Owners designated personnel in operation, adjustment, and maintenance of products. • equipment, and systems at agreed -upon times. 1.08 MANUAL SUBMITTALS B. • Training and instruction content: 1. Operation of equipment. . Maintenance of equipment. 3. Review of systems: BOEING CAFETERIA 09-012 SECTION 01730 PAGE_ 5 OPERATING AND MAINTENANCE DATA A. Submit two copies of preliminary drafts of proposed' formats and outlines of contents before final assembly of the information. The Construction Manager will review drafts and return one cony each with comments. B. For ea u i prnent, or component parts of equipment put into service during construction and operated by Owner. submit documents within 10 days after acceptance. C. Submit one copy each of completed volumes in final form 15 days prior to final inspection. Copies will be.returned after final inspection, with the Construction Managers comments. Revise content as required before final submittals. D. Submit revised volumes in final form within 10 days after final inspection. 1.09 TRAINING A. Provide training and instruction to Owner maintenance and operating personnel designated by the Construction Manager. a.. Where data is located. b. Where are valves. switches. 4. Preventive maintenance schedule. 5. What spares or maintenance stocks are available. BOEING CAFETERIA 09 -012 SECTION 01730 PAGE 6 OPERATING AND MAINTENANCE DATA 6. What type of cleaning agents .to use and methods to be employed. C. Provide training and instruction prior to final acceptance of work. D. Instruction sessions location to be can site and arranped by Construction Manager. .E. Instruction sessions are to group content into related grouos: piping, valves.. etc. together. various doors and hardware together, hoisting equipment together. etc.: submit schedule for training.to Construction Manager four apbroval. F. Training time noted in sections is illustrative of time that might be expected for training. Sections, noted with training time increment roust be covered by •instructions, END OF SECTION PART 1 GENERAL 1.01 SECTION INCLUDES 1.02 1.03 BOEING CAFETERIA 09-012 SECTION 01740 PAGE 1 WARRANTIES AND BONDS A. Preparing, compiling, and submitting soecified certificates, guarantees, warranties, bonds. and service and maintenance RELATED SECTION Section 01700 - Contract Closeout Section 01730 - Operating and Maintenance Data SUBMITTAL REQUIREMENTS A. Assemble executed certificates. warranties. guarantees. bonds, and required service and maintenance contracts from the resoec:tive manufacturers, suppliers. and subcontractors. B. Number of original signed cooies required: Three each. C. Neatly type Table of Contents in orderly sequence. D. Contents: Separate with tabbed dividers keyed to Table of Contents. Provide complete information foreach item`following (as applicable): 1. Product or work item" 2. Firm. with name of principal, address. and telephone number. 3. Description of Ouarantee warrantV.and bond (as 4. Date of beginning of guarantee warranty or service and maintenance contract; duration of guarantee, warranty or service and maintenance contracts. 5. Contractor, name of responsible principal. address. and . telephone number. 6. Name. of local firm resoonsible for work reouired during correction oeriod. 1.04 FORM OF SUBMITTALS A. Prepare in triplicate conforming to following reouirementsx 1. Size: 6-1/2 x 11 inch punched sheets for three-ring binder. Fold larger sheets to fit binders. BOEING CAFETERIA 09 -012 SECTION 01740 PAGE WARRANTIES AND BONDS E. Birders: Commercial quality, three- ring. with durable and cleanable plastic cover. 3. Covers: Identify each binder with tvoed or printed title. "WARRANTIES, GUARANTEES, AND BONDS" and show - a. Title of Project. b. Narne of Contractor. B. Format for warranties. guarantees: 1. In addition to warranties and guarantees reouired by General Conditions of Contract, furnish written warranties and guarantees for certain portions of Work for longer periods as specified in individual sections. 2. .Address them to Owner. 3 . Submit to the Construction Manager before final payment and acceptance of Work by Owner. 1.05 TIME OF SUBMITTALS A. For ea u i pment or component parts of eo u i prnent Put. into service during construction progress: 1. Submit documents within 10 days after final inspection and acceptance. Otherwise. make submittals within 10 days after Date of Early Possession or Substantial Cc'moletion (which- ever occurs first) before 'final request for payment.. B. Far items of Work. where acceptance is delayed m a t e r i a l l y beyond the date of Early Possession or Substantial Completion, provide updated submittal within .10 days after Final Acceptance. . 1.06 START OF WARRANTIES A. Begin warranty periods on the date of Early Possession, Substantial Completion, or Final Accept ance. whichever occurs first. END OF SECTION 1 1.02 SALVAGE PART 2 PRODUCTS Not aoolicable BOEING CAFETERIA 09-012 SECTION 02050 PAGE 1 DEMOLITION PART 1 GENERAL 1.01 PROTECTION A. Barriers. SafetvGuards. and Warnino Liohts: provide for oublic orotection as reauired by law • and ordinances in all areas. Coordinate with Owner. A. Contractor: All salvaoe becomes the orooertv of the Con- tractor. Remove same from site: do not allow this material to accumulate at site. PART 3 EXECUTION 3.01 DEMOLITION. A. all demolition work roaouired for the oomoletion of new work. as shown on the drawings. or soecified. B. Facilities: Protect electrical and mechanical services and utilities. Where removal of existinp utilities and oavement is soecifted or indioat*ad" orovide approved barricades. temoorary • cowering of exoosed areas. and :temporary services or connections for electrical and mechanical utilities. C. Paving and Slabs: Provide neat sawcuts at limits of pavement removal as indicated. G. Remove all demolition debris from orounds daily as work orooeeds^ Allow no debris to.accumulate. END OF SECTION f BOEING CAFETERIA 09-012 SECTION 02200 PAGE 1 EARTHWORK, I PART 1 GENERAL 1.01: DESCRIPTION A. Conform to the recommendations of soil investigation as referred to in Section 00220. Should conflict occur in or [ between drawings /specifications and the soil investigation report. the Contractor is reouired to comply with the rncore restrictive approach unless Contractor asked for and obtained written decision 96 hours prior to submission of bids as to which method or material will be reouired. 1.02 QUALITY ASSURANCE L... A. Soecial Inspection: Notify Construction Manaoer at least 46 hours before inspection of compaction and fill is reouired. 1.03 PRECAUTIONS A. Frost: Ke,eo earth under foot ino and foundations free from frost: should bearing surfaces be softened. re- excavate as reciuired and fi11 with compacted specified random imparted fi11 rnaterial. B. Utilities: Protect any active cioing or wiring encountered: notify persons owning same. PART 2 PRODUCTS 2.01 MATERIALS A. Vapor Barrier: 0.006" thick polyethylene film. B. Free - draining Granular Material 1. For too 4" under slab Provide minus 2-inch • clean crushed rack. [ C. ',Random F i l l 1. Imported Material: Minus 2" clean sand and gravel with less than 5% by weight of fines (passing the No. 200 sieve) . PART 3 EXECUTION 3.01 SITE PREPARATION A. Conform to the recommendations of the soils invest ioat ion as referred to in Section 00620. 1 • 3.02 EXCAVATION BOEING CAFETERIA 09 -01E SECTION 02204 PAGE EARTHWORK A. Conform to the recommendations of soil invest 1 gat ion as referred to in Section 00220. B. Excavate as necessary for construction of work indicated or, .specified. Leave bearing surfaces undisturbed. level. and true: obtain Construction Manaoer's approval before oroceedino with foundation work. • C. Depth of Excavation: Excavate to elevations no higher than those indicated or specified. D. Excess Excavation: Where excavation. through error or damage to bearing surface by water or frost. is carried to levels lower than those shown. fill under footings, foundations, and slabs with compacted specified imported random fill material. E. Shoring: Support banks of excavations where necessary to Protect persons and property with suitable combinations of shoring, sheet piling, bracing and otherwise. Slone of • excavation is Contractor's responsibility. Adequately protect exposed surfaces of excavations from weatherino. F. Dewaterino: Provide temporary Dumping eouiDrnent to keep excavations and construct ion free of water. Continuously remove water from whatever sources including during oeriads of shutdown, nights, weekends, and holidays. G. bearino Surfaces: Coordinate excavations of footing trenches with concrete Placement schedule so that concrete will be placed on dry. solid trench bottoms. Bearing surfaces shall be undisturbed, level, and true, •free from moisture or frost. 3.03 FILL AND BACKFILL A. Remove debris. roots. sod, and decayable matter from fill and backfill materials. Make fills and backfills as soon as possi- ble to allow rnaxirnurn time for settlement: obtain approval be- fore making any backfill against vertical elements or walls. Place fills and backfills in 8" lifts maximum loose thickness. B. Fill and backfill with specified random imported fill material. C. •Backfill under Interior Slabs: Provide free draining granular material: 4" minimum compacted thickness. unless otherwise indicated. 3.04 COMPACTION A. Conform to the recommendations of soil invest i gat ion . as referred to in Section 0)0220. 1 B. Carnoact by whatever means are necessary to prevent subseouent settlement: do not use heavy ea ui prnent for compact ion of fills against walls and foundations: replace any slabs which develop • settlement cracks during guarantee period. C. Compaction of Inaccessible Areas and Against Walls: Compact areas not accessible to rollers or compactors with pneumatic hand tarnoers•or other aporoved means: use hard vibrators within 5' • of walls. • D. Densities: Conform to the recommendations of s o i l i nvest i - cat i on as referred to in Sect i ctn 00220. 3.05 VAPOR BARRIER A. Place vaocm barrier can the free- draining granular material at interior slabs: lap ioints 4" and turn uo ontc' vertical surfaces 4 ": repair any damage or punctures before placing concrete. 3.06 EXCESS OR SHORTAGE OF EARTH.AND GRAVEL A. Provide additional materials hereinbefore specified needed for fills or backfi l ls. Remove imported excess rnaterial from the. site. B. Excess excavated materials.shall be disposed of cuff the site. 3.07 CLEANUP A. Waste Material: Allow no debris to accumulate cm site. road - ways. or walks: haul away and disoc'se of off site as scan as removed. 8. Street Cleaning: Irnrnediately clears all soilled material. which results from earth and waste material hauling 'ooerrat ions. from streets and roadways using motorized eauiornent or hand labor. Prevent waste from entering' street drainage system. END OF SECTION BOEING CAFETERIA 09-012 SECTION 02200 PAGE 3 .EARTHWORK PART 1 GENERAL 1.01 RELATED DOCUMENTS SECTION 02221 Trenching and Backfill for Utilities Boeing #9 -12 Page 1 A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 specifications sections, apply to work of this section. B. Standard Specifications for Road, Bridge and Municipal Construction 1988 (Standard Specifications) and Standard Plans for Road, Bridge and Municipal Construction as prepared by WSDOT and APWA apply to work specified in this section. 1.02 DESCRIPTION OF WORK A. Extent of utility system is indicated on the drawings. Earthwork for storm drains including catch basins, manholes, drain pipe, roof and footing drain pipe connections. B. Earthwork for trenches within building lines, except as noted above, is not part of this work. C. Earthwork for sanitary sewers. D. Earthwork for fire and potable water systems. E. Earthwork for gas systems F: Refer to Division 15 and 16 for excavation and backfill required in conjunction with underground mechanical and electrical utilities. 1.03 SUBMITTALS Provide copies of materials and certificates signed by material supplier, certifying that each material item complies with specified requirements. 1.04 JOB CONDITIONS A. Site Information: 1. Owner is not responsible for interpretations or conclusions drawn by the contractor. 2. Additional test borings and other exploratory operations may be made by the contractor at no cost to Owner. 3. All work shall be in accordance with all applicable permits. SECTION 02221 Trenching and Backfiii for Utilities Boeing #9 -12 Page 2 B. Establish and maintain required grade lines and elevations. C. Existing Utilities: 1. Locate existing underground utilities in areas of work. 2. Support and protect utilities to remain in place during earthwork. 3. Notify Architect /Utility Owner if uncharted or incorrectly charted piping or utilities serving facilities occupied and used by Owner or others except when permitted in writing by the Owner and then only after acceptable temporary utility services have been provided. 4. Do not interrupt existing utilities serving facilities occupied and used by Owner or others except when permitted in writing by the Owner and then only after acceptable temporary utility services have been provided. 5. Provide minimum of two working days notice to Architect/Utility Owner, and receive written notice to proceed before interrupting any utility. 6. Cap existing utility lines to be abandoned. D. Protection of Persons and Property: 1. Barricade open excavations occurring as part of this work and post with warning lights. 2. Operate warning lights as required by the Owner. 3. Protect structures, utilities, sidewalks, pavements, and other structures from undermining, washout and other hazards created by earthwork operations. Contractor shall repair or replace, at his expense, any item damaged by earthwork operations. 4. Traffic control and necessary detours shall be provided in accordance with Boeing requirements on all excavation work within travelled driveways. 1.05 QUALITY ASSURANCE A. Quality Control Inspections During Construction: PART2 PRODUCTS 2.01 GENERAL SECTION 02221 Trenching and Backfill for Utilities Boeing #9 -12 Page 3 An independent testing agency employed by the Owner will perform inspections and testing as specified below: 1. Provide in -place density tests per ASTM D -1557 as follows: a. A minimum of (1) field density test of trench backfill for every 100 lineal feet of utility trench. 2. If, in the opinion of the independent testing agency, based on the testing reports and inspections, the subgrade or fills which have been placed are below specified density, additional required compaction and testing shall be at the Contractor's expense. Use locally available materials and gradations which exhibit a satisfactory record of previous installations. 2.02 MATERIALS A. Structural Fill: On -site material shall conform to Section 9-03.12 (1) of the Standard Specifications. B. Bedding Materials: On -site bedding material shall be Class 'B' bedding per Section 9- 03.12(3) of the Standard Specifications. C. Backfill: 1. Material excavated from the trench if approved by the architect. 2. Unsuitable material shall be removed from the trench and replaced with aggregate material as specified in Section 7- 10.3(8) of the Standard Specifications. PART 3 EXECUTION 3.01 TRENCH EXCAVATION A. Excavation is unclassified and includes excavation for the system shown on the plans regardless of character of materials encountered. SECTION 02221 Trenching and Backfili for Utilities Boeing #9 -12 Page 4 B. General: 1. Trenches shall be excavated to the line and grade needed for the installation of the storm or sanitary system. 2. Trench sides shall be excavated as required to maintain safe working conditions. 3. The maximum trench width at the top of the pipe shall be in accordance with Section 7- 17.3(1) of the Standard Specifications. 4. Surface water shall be diverted so as not to enter the trench and the trench shall be kept free from water until pipe jointing is complete. 5. Excavation for manholes and catch basins shall be sufficient to provide a minimum of 12 inches between the structure and the side of the excavation. 6. Trenching operations shall not proceed more than 50 feet in advance of pipe laying except with written approval of the Architect. C. Existing Utilities: 1. Locate existing underground utilities in areas of work, 2. Do not interrupt existing utilities except when permitted in writing by the Architect. 3. Temporary utility service may be required. 4. Provide a minimum of two (2) working days notice to Architect/Utility Owner and receive written notice to proceed before interrupting any utility. D. Protection: The contractor shall provide and install all structures as to protect workmen, the work, and existing utilities and other properties. Protection of workers and the general public, and the choice of materials and methods, will be the sole responsibility of the contractor. 3.02 TRENCH BACKFILLING A. Foundation Gravel: 1. Whenever overexcavating of trenches occurs, trenches shall be backfilled with foundation Material Class C as specified in Section 9- 30.7(2)B of the Standard Specifications and compacted to the limits of bedding materials. 2. The Contractor shall be responsible for providing a stable foundation for placing of bedding. B. Pipe Bedding: On site bedding shall be in accordance with Section 9- 30.7(1)A of the Standard Specifications for rigid pipes and Section 9- 30.7(1)B of the Standard Specification. Backfilling Trenches: 1. Backfilling of trenches shall be made with the same materials excavated from the trenches unless these materials are found to be unsuitable as determined by the Architect. 2. Backfill up to12 inches over the top of the pipe shall be evenly and carefully placed. All large rock or other debris capable of damaging the pipe shall be removed from the backfill material. 3. The balance of the material shall be placed by dumping into the trench by any approved method and shall be compacted. 4. Disposal of material excavated is incidental to this work and shall be covered in the base bid. D. Compaction of Backfill: 1. Maximum densities shall be determined in accordance with ASTM D1557. 2. Backfill in shall be placed in layers not exceeding 8 inches. 3. Compact each layer of backfill and the top two feet to 95 percent maximum density. 3.03 RESTORATION SECTION 02221 Trenching and Backfill for Utilities Boeing #9 -12 Page 5 On -site areas shall be restored to proposed subgrade as shown . on the plans. END OF SECTION BOEING CAFETERIA 09-012 SECTION 02270 PAGE 1 SLOPE PROTECTION AND EROSION CONTROL PART 1 GENERAL 1.()1 DESCRIPTION A. Furnish all labor. materials and eouioment needed to comply with local laws and regulations regarding the discharge of sediment and dust from the pro)ect site. PART 2 PRODUCTS Not applicable. PART 3 EXECUTION 3.01 METHODS A. Provide erosion and sediment control systems to orevent any silt entering Duwamish River. B. Use filter-fabric barriers, straw bales. earth berms. Plastic held down with sandbags. and/or other methods to effectively contain waterborne silt and debris, C. Use cru)ss_slooe surface •texturing. mulch. check dams. or: other aoopopriate means to oroteot slooes and swales from erosion Prior to final acceotance. Repair all surfaoe erosion orior to D. Remove suspended . solids from stormwater and displaced pround-' water orior to rel sing the runoff into the Citv's stormwatep system. Use eooroqriate filtration system to remove suspended solids from the stormwatep as required. E. Reroute stormwatmr, as reouired" to prevent slope erosion and sediment addition to Duwamish River. END OF SECTION PART1 GENERAL 1.01 RELATED DOCUMENTS SECTION 02666 Potable Water Systems Boeing #9 -12 Page 1 Drawings and general provisions of Contract, including General and Special Conditions and Division -1 Specifications sections, apply to work of this section. 1.02 DESCRIPTION OF WORK A. Extent of potable water systems work is indicated on drawings and schedules, and by requirements of this section. B. Refer to Division -2 section "Earthwork for Trenching and Utilities" for excavation and backfill required for potable water systems; not work of this section. C. Refer to Division -3 sections for concrete work required for potable water systems; not work of this section. 1.03 QUALITY ASSURANCE A. Manufacturer's Qualifications: Firms regularly engaged in manufacture of potable water systems materials and products, of types and sizes required, whose products have been in satisfactory use in similar service for no less than 5 years. B. Codes and Standards: All work shall conform to the following codes, regulations and standards. 1. The Uniform Plumbing Code with City of Seattle Amendments. 2. The International Association of Plumbing and Mechanical Officials (IAMPO) Standards. 3. American Water Works Association (AWWA) Standards. 4. American Public Works Association Specifications for Municipal Public Works Construction (APWA). 1.04 SUBMITTALS A. Product: Submit manufacturer's technical product data and installation instructions for potable water system materials and products. PART 2 PRODUCTS 2.01 IDENTIFICATION SECTION 02666 Potable Water Systems Boeing #9 -12 Page 2 A. Underground -Type Plastic Line Markers: Manufacturer's standard permanent, bright - colored, continuous - printed plastic tape, intended for direct- burial service; not Tess than 6" wide x 4 mils thick. Provide blue tape with black printing reading 'CAUTION WATER LINE BURIED BELOW ". 1. Manufacturers: Subject to compliance with requirements, provide plastic line markers of one of the following: a. Allen Systems Inc. b. Seton Name Plate Corp. 2.01 PIPES AND PIPE FITTINGS A. General: Provide piping materials and factory- fabricated piping products of sizes, types, pressure ratings, and capacities as indicated. Where not indicated, provide proper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in potable water systems. Where more than one type of material or product is indicated, selection is Installer's option. B. Piping: Provide pipes of one of the following materials, of weight /class Indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. 1. Ductile -Iron Pipe: AWWA C151, with cement mortar lining complying with AWWA 0104; Class 51 unless otherwise indicated. a. Fittings: Ductile -iron, AWWA C110; cement lined, AWWA 0104; and rubber - gasket joints, AWWAC111. 2.03 VALVES A. Gate Valves: Provide as indicated, gate valves, AWWA C500, 175 psi working pressure. Provide flanged to suit size of valve and piping connection. Provide inside screw type for use with iron body, bronze- mounted, double disc, non - rising stem. Maximum operating pressure shall not be Tess than 175 psi for valves up to 12 inches size. Valves shall be installed vertically in level lines and shall meet AWWA C500 specifications. Flanges shall be faced and drilled: ASA Class 235, for use with full face gaskets. SECTION 02666 Potable Water Systems Boeing #9 -12 Page 3 1. Manufacturers: Subject to compliance with requirements, provide gate valves of one of the following: a. Clow Corp; Valve Div. b. Dresser MFG.; Div. of Dresser Industries. c. Fairbanks Co. d. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. e. Stockham Valves and Fittings Inc. f. Waterous Co. 2.04 ACCESSORIES A. Anchorages: Provide anchorages for tees, wyes, crosses, plugs, caps, bends, valves, and hydrants. After installation, apply full coat of asphalt or other acceptable corrosion - retarding material to surfaces of ferrous anchorages. 1. Rods: Steel, ASTM A575 2. Thrust Blocks: Concrete, 3,000 psi at 28 days. B. Tapping Sieves. PART 3 EXECUTION 3.01 INSPECTION Examine areas and conditions under which potable water system's materials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. 3.02 INSTALLATION OF IDENTIFICATION During back- filling /soiling of underground potable water piping, install continuous underground -type plastic line markers, located directly over buried lines at 10" to 12" below finished grade. 3.03 INSTALLATION OF PIPE AND PIPE FITTINGS A. General: All water mains shall be installed per Section 7 -11 of the Standard Specifications unless otherwise specified. B. Ductile -Iron Pipe: Install In accordance with AWWA C600 "Standard for Installation of Ductile -Iron Water Mains and Their Appurtenances ". Polyvinyl Chloride Pipe: Install in accordance with manufacturer's installation instructions. SECTION 02666 Potable Water Systems Boeing #9 -12 Page 4 D. Depth of Cover: Mains shall be buried 36 inches below finished grade; no more or no less. E. Water Main Connection: Tap water main with size and in location as indicated, in accordance with requirements. Provide valve and valve box as indicated. F. Water Service Termination: Terminate potable water piping 5'0" from building foundation in location and invert as indicted. Provide temporary pipe plug for piping extension into building, by work of Division 15. 3.04 INSTALLATION OF VALVES Install valves as indicated with stems pointing up. Provide valve box over underground valves. 3.05 FIELD QUALITY CONTROL A. Piping Tests: Conduct piping tests before joints are covered, and after thrust blocks have sufficiently hardened. Fill pipeline 24 -hours prior to . testing, and apply test pressure to stabilize system. Use only potable water. B. Hydrostatic Tests: 1. Test pressure shall be not less than 50 psi above static, but no less than 200 psi or more than 200 percent of the working pressure for the class and size of pipe tested. 2. The line shall be filled between valves with all air expelled at high points. Test pressure shall then be applied and maintained, for at least two hours. Test pressure must be maintained for five minutes without pumping. 3.06 ADJUSTING AND CLEANING A. Disinfection of Water Mains: Flush and disinfect in accordance with AWWA C601 "Standard for Disinfecting Water Mains ". 1. After hydrostatic testing the lines shall be thoroughly flushed (not Tess than 2 -1/2 ft/sec velocity), drained and refilled. In refilling, care must be taken to avoid trapping air within the pipe to prevent direct contact between the pipe and its disinfectant. SECTION 02666 Potable Water Systems Boeing #9 -12 Page 5 2. Apply the disinfectant from one end of the pipe only and bleed from the other end until traces show in the waste stream. Calcium hypochlorite, in a one percent solution . may be used to bring the chlorine dosage up to a concentration of 50 -100 parts per million within the pipe and the solution shall then be held not less than 24 hours until the residual stabilizes at not Tess than 10 ppm. 3. During this period all valves and similar appurtenances shall be opened and closed to assure adequate and complete contact. 4. Following test acceptance, the line shall be drained, flushed and refilled, and samples will be taken for bacteriological testing. This entire process will be repeated until satisfactory bacteriological test results are obtained and the line place in service. Testing will be in accordance with Section "" END OF SECTION PART1 GENERAL 1.01 RELATED DOCUMENTS 1.02 DESCRIPTION OF WORK A. Extent of fire water systems work is indicated on drawings and schedules, and by requirements of this section. B. Refer to Division -2 Section "Earthwork for Trenching and Utilities" for excavation and backfill required for fire water systems; not work of this section. Refer to Division -3 sections for concrete work required for fire water systems; not work of this section. 1.03 QUALITY ASSURANCE A. Manufacturer's Qualifications: Firms regularly engaged in manufacture of fire water system's products of types, materials and sizes required, whose products have been in satisfactory use in similar service for not less than 5 years. SECTION 02668 Fire Water Systems Boeing #9 -12 Page 1 Drawings and general provisions of the Contract, including General and Special Conditions and Division -1 Specification sections, apply to work of this section. Codes and Standards: NFPA Compliance - Install fire water systems in accordance with NFPA 24 "Standard for the Installation of Private Fire Service Mains and Their Appurtenances ". All work shall conform to the following codes, regulations and standards: 1. The Uniform Plumbing Code with City of Seattle Amendments. 2. The International Association of Plumbing and Mechanical Officials (IAMPO) Standards. 3. American Water Works Association (AWWA) Standards. 4. American Public Works Association Specifications for Municipal Public Works Construction (APWA). 1.04 SUBMITTALS Product Data: Submit manufacturer's technical product data and installation instructions for fire water system materials and products. PART 2 PRODUCTS 2.01 IDENTIFICATION SECTION 02668 Fire Water Systems Boeing #9 -12 Page 2 A. Under - ground -Type Plastic Line Marker: Manufacturer's standard permanent, bright - colored, continuous - printed plastic tape, intended for direct - burial service; not Tess than 6" wide x 4 mils thick. Provide blue tape with black printing reading "CAUTION WATER LINE BURIED BELOW ". 1. Manufacturer: Subject to compliance with requirements, provide identification markers of one of the following: a. Allen Systems Inc. b. Seton Name Plate Corp. 2.02 PIPES AND PIPE FITTINGS A. General: Provide piping materials and factory- fabricated piping products of sizes, types, pressure ratings, temperature ratings, and capacities as indicated. Where not indicated, provide proper selection as determined by Installer to comply with installation requirements. Provide materials and products complying with NFPA 24 where applicable. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in fire water piping systems. Where more than one type of materials or products are indicated, selection is Installer's option. B. Piping: Provide pipes of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. 1. Ductile Iron Pipe: AWWA C151, with cement mortar lining complying with AWWA C104; Class 150 unless otherwise indicated. Fittings: Ductile -iron complying with AWWA C110, cement Tined, conforming to AWWA C111. 2.03 VALVES SECTION 02668 Fire Water Systems Boeing #9 -12 Page 3 A. Gate Valves: Provide gate valves, UL- listed, 175 psi working pressure. Provide flanged to suit size of valve and piping connection. Maximum operating pressure shall not be less than 175 psi. 1. Valves shall be installed vertically in level lines and shall meet AWWA C500 specifications. Flanges shall be faced and drilled, ASA Class 235, for use with full face gaskets. 2. Manufacturer: Subject to compliance with requirements, provide gate valves of one of the following: a. American Valve Mfg. Corp. b. American - Darling Valve; Div. of American Cast Iron Pipe Co. c. Clow Corp.; Valve Div. d. Fairbanks Co. e. Kennedy Valve; Div. of ITT Grinnell Valve Co., Inc. f. Stockham Valves & Fittings Inc. g. United Brass Works Inc. h. United States Pipe and Foundry Co. i. Waterous Co. B. Post Indicator Valves (PIV): 'Provide PIV, UUFM- listed, 175 psi working pressure. Provide flanged to suit size of valve and piping connection. Maximum operating pressure shall not be less than 175 psi. 1. Valves shall be installed vertically in level lines and shall meet AWWA 0500 specifications. Flanges shall be faced and drilled, ASA Class 235, for use with full face gaskets. 2. Manufacturer: Subject to compliance with requirements, provide PIV of one of the following: a. American Valve Mfg. Corp. b. American - Darling Valve; Div. of American Cast Iron Pipe Co. c. Clow Corp.; Valve Div. d. Fairbanks. Co. e. Kennedy Valve; Div. of ITT Grinnell Valve Co., Inc. f. Stockham Valves & Fittings Inc. g. United Brass Works Inc. h. United States Pipe and Foundry Co. Waterous Co. 2.04 ACCESSORIES A. Anchorages: Provide anchorages for tees, wyes, crosses, plugs, caps bends, valves, and hydrants. After installation, apply full coat of asphalt or other acceptable corrosion- retarding material to surfaces of ferrous anchorages. 1. Rods: Steel, ASTM A575. 2. Thrust Blocks: Concrete, 3,000 psi 0 28 days. PART 3 EXECUTION 3.01 INSTALLATION OF IDENTIFICATION During back- filling /top - soiling of underground fire water piping systems, install continuous underground -type plastic line marker, located directly over buried line at 10" to 12" below finished grade. 3.02 INSTALLATION OF PIPE AND PIPE FITTINGS A. Ductile -Iron Pipe: Install in accordance with AWWA C600 "Standard for Installation of Ductile -Iron Water Mains and Their Appurtenances ". B. Depth of Cover: Top of water main shall be 36 inches below finished grade. 3.03 INSTALLATION OF VALVES Install valves as indicated. 3.04 FIELD QUALITY CONTROL SECTION 02668 Fire Water Systems Boeing #9 -12 Page 4 A. Piping Tests: Conduct piping tests before joints are covered, and after thrust blocks have sufficiently hardened. Fill pipeline with water 24- hours prior to testing, and apply test pressure to stabilize system. B. Hydrostatic Tests: 1. Test pressure shall be not less than 50 psi above static, but no less than 200 psi or more than 200 percent of the working pressure for the class and size of pipe tested. f f SECTION 02668. Fire Water Systems Boeing #9 -12 Page 5 2. The line shall be filled between valves with all air expelled at high points. Test pressure shall then be applied and maintained, for at least 2 hours. Test pressure must be maintained for 5 minutes without pumping. Operating. Tests: Open and close all valves and hydrants under system water pressure. Check dry barrel hydrants for proper drainage. D. Flushing: Flush underground mains and lead -in connections to sprinkler risers before connection is made to sprinklers, standpipes, or other fire protection system piping. Flush at flow rate not less than that indicated in NFPA 24, or at hydraulically calculated water demand rate of the system, . whichever is greater. END OF SECTION PART 1 GENERAL 1. 01 DESCRIPTION A. Provide foundation, drair►aae system at footings of the building. 1.02 SUBMITTALS A. Product Data: Subrnit manufacturers' published literature for specified products and accessories as applicable. including rnanufactiarer's specifications. physical characteristics and performance data. Submit as a •supplement. manufacturers' instructions and directions for application if not included in manufacturers' Published literature. 1.03 HANDLING A. Deliver and store all piping and other component parts of the system so as to protect them from mechanical damage. corrosion and rust: stare plastic piping off pround. adeauately protected from bending, denting or breaking. PART 2 PRODUCTS BOEING CAFETERIA 09-012 SECTION 02711 PAGE 1 FOUNDATION DRAINAGE 2.01 MATERIALS A. Piping and Accessories: Advanced Drainage Systems No: 672 with filter fabric, or ao,roved: corrugated perforated polyethylene plastic .drainage tubing. Provide manufacturer's standard fittings as required for installation as shown, includir►p transition pieces for connections to cast iron, pipir►r, and neon- perforated pipe for cleariouts. B. Provide cast iron, elbows and risers with screw -type brass caps. C. Joints: Provide iair►t seal material as recommended by manufacturer of piping for forming. and sealing all ,ioints between continuous lengths. D. Grout for Wall Penetrations: Hallernite Por -Rok, or approved. Nan - shrinking grout rnix. E. Granular Filtering Material: Well graded gravel; 1/4" to 3/4" size. F. Other Materials: Provide all other materials required for complete free - draining installation, of oioino where indicated. PART 3 EXECUTION 3.01 INSTALLATION A. Granular Filtering Material: Place su000rtino laver of granular filtering material over compacted subprade where drainage pipe is to be laid to depth indicated or. if.not indicated, to a compacted depth of not less than 4 ". B. Laying Drain Pipe 1. Lay drain Dine solidly bedded in granular filtering rnaterial. Provide full bearing for each pipe section throughout its length, to true grades and alignment, and continuous slope in direction of flaw. 2. Lay perforated pipe with perforations down and joints tightly closed in accordance with Pipe manufacturers recommendations. Provide collars and couplings as required. C. Alignment of Piping: Align piping. with every fall for drainage • and flow of water. not less than 1/4" per foot; use tightly drawn wire for^ a l i pnernent between invert stations; D. Testing Drain Limes: Test or check lines before backfilling to assure free flow. Remove obstructions, replace damaged • components, and retest system unt i 1 satisfactory. E. Backfill at Foundation Drains: Backfill with granular filtering rnaterial, extending to within 6!' of,the ground surface and a rninirnurn of 18" ' frorn the wall.. Place f i l l material in layers not exceeding 3" in loose depth and compact each layer placed. F. Wall Penetrations: Install cast iron Pipe at wall penetrations and seal completely; grout penetrating section of pine in wall and form caulked ioints on exterior wall section. G. Cleanauts.: Provide vertical risers in each drain run and where directed by Construction Manager for testing and cleaning purposes: terminate flush with finished grade. END OF SECTION BOEING CAFETERIA 09 -012 SECTION 02711 PAGE FOUNDATION DRAINAGE 1 1 1 IF PART1 GENERAL 1.01 RELATED DOCUMENTS 1.02 DESCRIPTION OF WORK 1.03 QUALITY ASSURANCE B. Codes and Standards: SECTION 02720 Storm Drainage Systems Boeing #9 -12 Page 1 Drawings and general provisions of the contract, including General and Special Conditions and Division -1 Specification Sections, apply to work of this section. A. Extent of storm drainage systems work is indicated on drawings and by requirements of this section. B. Refer to Division -2, Section 02221 "Earthwork for Trenching and Utilities ", for excavation and backfill required for storm drainage systems; not work of this section. C. Refer to Division -3, sections for concrete work required for storm drainage systems; not work of this section. A. Manufacturer's Qualifications: Firms regularly engaged in manufacture of storm drainage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 5 years. 1. The work under this section shall be governed by the referenced sections of the "Standard Specifications for Road, Bridge and Municipal Construction of the Washington State Department of Transportation (WSDOT) and the Washington State Chapter of the American Public Works Association (APWA) dated 1988, except as hereinafter modified. 2. All work shall conform to the following codes, regulations and standards: a. The Uniform Plumbing code with City of Tukwila Amendments. b. The International Association of Plumbing and Mechanical Officials (IAMPO) Standards. c. AWWA Standards. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's technical product data and installation instructions for storm drainage system materials and products. PART 2 PRODUCTS 2.01 IDENTIFICATION SECTION 02720 Storm Drainage Systems Boeing #9 -12 Page 2 A. Underground -Type Plastic Line Marker: Manufacturer's standard permanent, bright - colored, continuous - printed plastic tape, intended for direct - burial service; not less than 6 inches wide x 4 mils thick. Provide green tape with black printing reading "CAUTION DRAINAGE BURIED BELOW ". 1. Manufacturer: Subject to compliance with requirements, provide identification markers of one of the following: a. Allen Systems Inc. b. Seton Name Plate Corp. 2.02 PIPES AND PIPE FITTINGS: A. Provide pipes of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same materials and weight/class as pipes, with joining method as indicated. Reinforced Concrete Pipe: ASTM C76, Class II unless otherwise indicated. 1. Fittings: Reinforced concrete, same strength as adjoining pipe, tongue- and - groove gasketed joints complying with ASTM C 443. 2.03 CATCH BASINS AND INLETS A. Provide precast reinforced concrete catch basins and inlets as indicated. Catch basins shall be constructed as shown in the Standard Plans and referenced in the drawings unless otherwise shown in the drawings. PART 3 EXECUTION 3.01 INSTALLATION OF IDENTIFICATION During back - filling /top - soiling of storm drainage systems, install continuous underground -type plastic line marker, located directly over buried line at 10 inches to 12 inches below finished grade. 3.02 INSTALLATION OF PIPE AND PIPE FITTINGS SECTION 02720 Storm Drainage Systems Boeing #9 -12 Page 3 A. Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. B. Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. C. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. D. Place bell ends or groove ends of piping facing upstream. E. Install gaskets in accordance with manufacturer's recommendation for use of lubricants, cements, and other special installation requirements. Install concrete pipe in accordance with applicable provisions of ACPA "Concrete Pipe Installation Manual ". Cleaning piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. 1. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. 2. Flush lines between manholes if required to remove collected debris. H. Joint Adaptors: Make joints between different types of pipe with standard manufactured adapters and fittings intended for that purpose. 3.03 CATCH BASINS 3.04 BACKFILLING SECTION 02720 Storm Drainage Systems Boeing #9 -12 Page 4 Closing Abandoned Utilities: Close open ends of abandoned underground utilities which are indicated to remain in place. Provide sufficiently strong closures to withstand hydro- static or earth pressure which may result after ends of abandoned utilities have been closed. 1. Close open ends of concrete or masonry utilities with not less than 8 -inch thick brick masonry bulkheads. J. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. 1. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2 feet of backfill is in place, and again at completion of project. 2. If inspection indicates poor alignment, debris, displaced pipe, Infiltration or other defects, correct such defects, and reinspect. Construct catch basins as shown in the Standard Plans and referenced in the drawings unless otherwise shown in the drawings. Set frames and grates to elevations indicated on the drawings. Conduct backfill operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. 3.05 FIELD QUALITY CONTROL Testing: All new lines shall be subjected to testing after installation. In general, such tests shall be exfiltration test per APWA 620- 03.10A or 62 -3.10A air pressure test. Tests shall be conducted in the presence of a City of Tukwila inspector and the Architect. END OF SECTION PART1 GENERAL 1.01 RELATED DOCUMENTS SECTION 02730 Sanitary Sewage Systems Boeing #9 -12 Page 1 Drawings and general provisions of the Contract, including General and Special Conditions and Division -1 Specification sections, apply to work of this section. 1.02 DESCRIPTION OF WORK A. Extent of sanitary sewage systems work is indicated on drawings and schedules, and by requirements of this section. B. Refer to Division - 2, Section 02221 "Earthwork for Trenching and Utilities ", for excavation and backfill required for sanitary sewage systems; not work of this section. 1.03 QUALITY ASSURANCE A. Manufacturer's Qualifications: Firms regularly engaged in manufacture of sanitary sewage system's products of types, materials, and sizes required, whose products have been satisfactory use in similar service for not less than 5 years. B. Codes and Standards: 1. The work under this section shall be governed by the referenced sections of the "Standard Specifications for Road, Bridge and Municipal Construction" of the Washington State Department of Transportation (WSDOT) and the Washington State Chapter of the American Public Works Association (APWA) dated 1988, except as hereinafter modified. 2. All work shall conform to the following codes, regulations and standards. a. The Uniform Plumbing Code with City of Tukwila Amendments. b. The International Association of Plumbing and Mechanical Officials (IAMPO) Standards. c. American Water Works Association (AWWA) Standards. 1.04 SUBMITTALS Submit manufacturer's technical product data and installation . instructions for sewage system materials and products. PART 2 PRODUCTS 2.01 IDENTIFICATION Underground -type plastic line marker: Manufacturer's standard permanent, bright - colored, continuous - printed plastic tape, intended for direct- burial service; not Tess than 6 inch wide x 4 mils thick. Provide green tape with black printing reading "CAUTION, SEWER LINE BURIED BELOW ". 1. Manufacturer: Subject to compliance with requirements, provide identification markers of one of the following: a. Alien Systems Inc. b. Seton Name Plate Corp. 2.02 PIPES AND PIPE FITTINGS Provide pipes of one of the following materials, of weight /class indicated. Provide pipe fittings and accessories of same material and weight /class as pipes, with joining method as indicated. A. Ductile -Iron Pipe: AWWA C151, with cement mortar lining complying with AWWA C104; Class 51 unless otherwise indicated. Fittings: Ductile -iron, AWWA C110, cement Tined, AWWA C104; and rubber- gasket joints AWWA 0111. 2.03 SANITARY SEWER MANHOLES SECTION 02730 Sanitary Sewage Systems Boeing #9 -12 Page 2 A. General: Provide precast reinforced concrete sanitary manholes as indicated on the drawings. B. Pipe Connectors: Resilient, complying with ASTM C923. 2.04 CLEANOUTS Cleanouts shall be constructed as shown on the drawings. PART 3 EXECUTION 3.01 INSTALLATION OF IDENTIFICATION During back - filling /top - soiling of sanitary sewage systems, install • continuous underground -type plastic line marker, located directly over buried line at 10 inches to 12 inches below finished grade. 3.02 INSTALLATION OF PIPE AND PIPE FITTINGS SECTION 02730 Sanitary Sewage Systems Boeing #9 -12 Page 3 A. General: Install piping in accordance with governing authorities having jurisction, except where more stringent requirements are indicated. B. Inspect piping: Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. C. Lay piping: Begin at low point of system, lay true to grades and alignment indicated, with unbroken continuity of invert. D. Place bell end or groove ends of piping facing upstream. E. Install gaskets: Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. F. Ductile -Iron Pipe: Install ductile -iron pipe in accordance with AWWA C600 "Standard for Installation of Ductile -iron Water Mains and their Appurtenances ". G. Plastic Pipe: Install plastic pipe in accordance with manufacturer's installation recommendations, and in accordance with ASTM D2321. H. Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. 1. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. SECTION 02730 Sanitary Sewage Systems Boeing #9 -12 Page 4 2. Flush lines between manholes if required to remove collected debris. Joint Adapters: Make joints between different types of pipe with standard manufactured adapters and fittings intended for that purpose. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. 1. Make Inspections after lines between manholes, or manhole locations, have been installed and approximately 2 feet of backfill is in place, and again at completion of project. 2. If inspection indicates poor alignment, debris, displaced pipe, infiltration or other defects, correct such defects, and reinspect. 3.03 SANITARY MANHOLES A. Place precast concrete sections as indicted. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3 inches above finish surface, unless otherwise indicated. B. Install in accordance with ASTM C891. C. Provide rubber joint gasket complying with ASTM C443 at joints of sections. 3.04 TAP CONNECTIONS A. Make connection to existing pump station so that finished work will conform as nearly as practicable to requirements specified for new work. 3.05 BACKFILLING Conduct backfill operations of open -cut trenches closely following laying, Jointing, and bedding of pipe, and after initial inspection and testing are completed. a i J 1 1 r r SECTION 02730 Sanitary Sewage Systems Boeing #9 -12 Page 5 3.06 FIELD QUALITY CONTROL Testing: All new lines shall be subjected to testing after installation. In general, such tests shall be exfiltration test per APWA 620- 03.10A air pressure test. Tests shall be conducted in the presence of a City of Tukwila inspector, and the Architect. END OF SECTION PART 1 GENERAL 1.01 DESCRIPTION OF SYSTEMS A. Desian and construct all formwork systems to provide only those lines and delineations indicated. unless otherwise approved by Construction Manaoer. construct formwork to allow erection in proper seouence and to permit removal without damage to the finished concrete surfaces. Construct all formwork to the shapes. lines and dimensions of concrete members with specified tolerances. Construct temporary openings in forms for cleanino and inspection: arrange such openings in sides of forms where concrete surfaces will be concealed by other materials or con- struction 1.02 REGULATIONS A. Conform to reauirernents of Uniform Building Cade for concrete. as supplemented and modified herein. 1.03 REFERENCE STANDARDS A. Conform to reauirernents of the following Reference Standards as the Construction Manaoer zudoes there applicable and as modified and supplemented herein. 1. ACI Specifications for Structural Concrete for Etuildinas. ACI 301. 2. ACI Recommended Practice for Concrete Formwork, ACI 347. 1.04 SUBMITTALS 1.04 QUALITY ASSURANCE 1.05 HANDLING BOEING CAFETERIA 09-012 SECTION 03100 PAGE 1 CONCRETE FORMWORK A. Shoo Drawings: ACI 347. Submit for approval: show general construction of forms. including iointina, special form ,ioints or reveals. blockouts, chamfers, location and pattern of form tie placement. and other items which affect exposed concrete visually. A. Special Inspection: Notify Construction Manager at least 48 hours before inspection of forms will be required. B. Inspection by Other Trades: Where •iterns.• such as anchors, fastenings. conduit, piping and other -items are supplied by other trades and specified elsewhere in these specifications. in the farms. obtain approval of their placement prior to placing any concrete. A. Protection of Forms: Des i an. construct. and erect all forms for reuse: withdraw oro.iecting nails or ether ob,ects from contact surfaces before reusing: clean and completely BOEING CAFETERIA 09-01 SECTION 03100 PAGE 2 CONCRETE FORMWORK recondition all forms Drir_or to reuse: repair any damage to forming surfaces caused during previous usage. Obtain approval for each reuse: formwork with patches or repairs affecting appearance of the concrete surfaces will not be permitted. B. Precautions: Contractor is responsible for the strength and suitability of the formwork. PART 2 PRODUCTS 2.01 FORMS . A. Form Boards: Standard grade Douglas fir, T &G or shiDlaD, not wider than 8 ". S1S2E: use for unexposed surfaces. B. Plywood: EXT -APA Plvforrn, or approved; Daualas fir plywood. rninirnurn 3/4" thick; use for exposed smooth surface concrete. At the Contractor's option, plywood farms may be used , in lieu of form boards. C. Steel Forms: Approved type steel forms may be used in lieu of smooth surface woad, plywood. and fiberglass forms, at Contractor's option. 2.02 FORM TIES & ACCESSORIES A. Snap Ties: Burke Concrete Accessories, Superior Concrete Accessories. or approved. Standard wire snap tie assembly consisting of high- strength wire with flattened breakc'ffs: breakbacks and lengths as approved for the conditions of the installation. B. Ties for Prefabricated Systems: Provide ties designed for use with system and which will accomplish the, same appearance and performance as those specified for the iob- built formwork; submit types proposed for use and obtain approval prior to commencing work. 2,03 ANCHORS AND INSERTS A. Anchor Bolts: Steel bolts, 1/2" diameter unless a therwise indicated, length as required for•attached items as indicated. Set into forms in accurate location and soacina noted with bolt, head set into concrete and threaded end extending, B. Chamfers: Except where 900 corners are noted on drawings and at flush joints between concrete and other construction, pro- vide 45° triangle- shaped wood or plastic strips, unless other- wise indicated: place and secure in forms at external corners, C. Wood Inserts and Nailers: Fiber or woad inserts: cut to accu- rate sizes and dimensions as indicated an drawings. r f E. 04 FORM RELEASE AGENT BOEING CAFETERIA 09 -012 SECTION 03100 PAGE 3 CONCRETE FORMWORK A. Release agent with non- staining and non-interference character- istic with bonding capabilities of paints. adhesives. ether surface coatinos or materials. Contractor shall guarantee prop- er bonding of such subsequent coatings or rnaterials applied over concrete. 2.05 MISCELLANEOUS ITEMS A. Sleeves for Mechanical Work through Structural Members: Heavy paupe galvanized steel tubing or pipe. sizes as required for mechanical work. PART 3 EXECUTION 3.01 DESIGN AND CONSTRUCTION A. Erect farms to conform accurately to the shapes. dimensions, locations and profiles indicated: fit joints between adjacent assembled panels and components tightly and seal with gasket material. Inspect all contact surfaces prior to concrete placement; verify that surfaces are clean, smooth, and free from foreign matter or imperfections affecting appearance of finished concrete. B. Joint Seal for Exposed Concrete: Apply double face tape, not more than 1/16" thick to edges of form panels hording back from form surface at least 1/16 ": apply continuous bead of clear silicone sealant for the length of the joint: tool sealant smooth and flush with adjoining contact • surfaces. Wipe off all excess sealant. Fill all hales and imperfections informing surface with sealant and smooth. C. Camber: Design and erect formwork for anticipated deflection due to weight and pressure of fresh concrete as well as struc- tural cambers as noted on drawings. Provide positive means for adiustrner►t of shores and struts to take up settlement during placement. D. Openings for Installation of Work Specified Elsewhere: Form openings in concrete work to detail for the installation of various items of work indicated as installed in formed and unformed concrete surfaces. 3.02 SHORING A. Contractor's Responsibility: The adequacy, strenpth, and arrangement of shoring and reshorino is the Contractor's responsibility; at no time shall the safety of the•structure or personnel be endangered by faulty formwork or support for it; modify shoring and reshorino as required to • meet conditions of the work and to insure safety. B. Des i on and erect sharing and bracing for formwork to transmit loads from successive parts of the structure directly through falsewark to adeauate support without creating bending and shearing stresses in concrete. Arrange shorinn and formwork so that forms and shcrinn may be removed without disturbing adia-- cent sharing and formwork; leave shares in place until concrete being supported has reached 28 -day strength. 3.03 FORM TREATMENT A. Before erection of fcrrnino plug and seal all cracks, hales, slits, gaps and other "telegraphing" irnoerfectians in contact surfaces. Apply bond breaking coating in amounts which will leave surfaces in proper condition to receive subsequent materi- al application. Contractor shall be responsible for being certain that bond release coatings are applied only in amounts which will leave surfaces in proper condition to receive si.►bse- auent material application. 3.04 FORM REMOVAL END OF SECTION BOEING CAFETERIA 0'3 -012 SECTION 03100 PAGE 4 CONCRETE FORMWORK A. Formwork designed for easy removal without damaging or marring finished surfaces of the concrete: take.oarticular care in removing forms from exposed concrete surfaces. Prying against face of concrete will not be permitted: where mechanical means are necessary to release forms, use wood wedges only, and then only if approved by Construction Manager. B. Removal Strength: Formwork for beam soffits, slabs and other parts that supoort the weight of concrete shall remain in place until concrete has reached its reauired 28 -day strength, unless otherwise noted or approved. Formwork for columns. walls, sides of beams and ,Joists, and other parts not 'supporting the weight of concrete shall remain in place until concrete has hardened sufficiently to resist damage from the removal operations. Determine concrete removal strength based on test cylinders, field cured under the most unfavorable conditions prevailing for any portion of the work represented. C. Early Removal: Where formwork may be removed prior to attain- ing 28•• -day strength of the concrete it shall be left in place until concrete has attained at least 84% of the required strength based on test cylinders and must be reshored afterward. No early removal will be permitted without the approval of the Construction Manager. D. Reshcrino: If early farm removal is approved, reshcre in such manner that at no time will large areas of new construction be reauired to support their own weight; allow no•live leads on new construction while re tighten reshores to take loads taking care not to overt ighten. Leave reshcring . ir► place until concrete has attained 28 -day strength. 1 1 1 1 I 1 f PART 1 GENERAL 1.01 REGULATIONS BOEING CAFETERIA 09-012 SECTION 03200 PAGE 1 CONCRETE REINFORCEMENT A. Conform with reauirernent of Uniform Building Cade for concrete reinforcement, as supplemented and modified on drawings or herein. 1.02 REFERENCE STANDARDS A. Conform with requirements of the fallowing Reference Standards as the Construction Manager tudges•thern applicable and as modified and supplemented herein. 1. ACI Building Code Recuirernents for Reinforced Concrete. ACI 318. E. ACI Specifications for Structural Concrete for Buildings, ACI 301. 3. ACI Detailing Manual, ACI 315. f 1.03 QUALITY ASSURANCE A.' Special Inspection: Notify Construction Manager at least 48 hours before placing any concrete. L 1.04 SUBMITTALS L ' A. Placement Drawings: Subrnit for approval. B. Product Data: Subrnit manufacturers' published literature for specified products and acressories.as applicable, including 1 manufacturers' specifications. physical characteristics and performance data. Subrnit as a supplement, manufacturers' instructions and directions for application if not included ire. manufacturers' published literature. PART 2 PRODUCTS I . 2.01 MATERIALS A. Bars: ASTM A615; types, sizes and grades as indicated and noted on drawings; all bars free from rust and loose scale at time of delivery. t B. Tie -wire: 16 -nauge double annealed wire. Provide galvanized tie wire for exposed concrete. C. Wire Mesh: ASTM A185; sizes as noted. 3. 02 PLACEMENT END OF SECTION BOEING CAFETERIA 09 -012 SECTION 03200 PAGE 2 CONCRETE REINFORCEMENT PART 3 EXECUTION 3.01 FABRICATION AND DETAILING A. • Fabricate steel bar reinforcement to shapes and dimensions as shown and placed as indicated. B. Beading and Straightening: Fcrrn bars accurately to detail, other kinks or beads will not be permitted: conform with requirements of ACI 318. Make beads cold around pin with diameter at least 6 times bar dimension :• heating of rein- forcement will be •permitted only if entire operatiorrn is aporoved. No bending of reinforcement after partial em- bedment in concrete. will be permitted, except for Grade 40 dowels. C. Splices: Obtain approval of all splices .not indicated an drawings. Ire general avoid splices at points of rnaxirnurn stress. Saw, shear or flame -cut bar ends; straighten ends of sheared bars: chip and wire brush ends of flame -cut bars. Wire brush splice area to remove burrs, paint, oil, and other foreign matter before splicing. A. Clean reinfcrcino bars free from loose rust, mud, oil and other foreign matter affecting or reducing bond using ap- proved portable sandblasting equipment. Accurately position bars in accordance with ,approved. placernent,drawings and secure against disp1aernent. •. Lap at intersections as indi- cated or as directed;: extend reinforcement through. and lap beyond, construction joints. Displacement: If bars are displaced. or if it is necessary to move bars to avoid interference with other reinforcing or • embedded items. and if bars are moved to exceed tolerances, obtain approval of resulting arrangement prior to placing concrete. C. Miscellaneous: After cuttinn tie wire, turn wires to the inside of the section and bend in such manner that concrete placement will not force ends to exposed concrete surfaces. BOEING CAFETERIA 09-0i2 SECTION 03300 PAGE 1 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 RELATED WORK A. Section 03345: Concrete curino. sealing. reoair and finishing. 1.02 REGULATIONS A. Conform with reouirements of Uniform Building Code as oertains to structural cast-in-place concrete. except as suoolemented and modified herein. 1.03 REFERENCE STANDARDS A. Conform with reouirements of the following Reference Standards or as modified and suoolemented hereinafter. 1. ACI Specifications for Structural. Concrete for Buildings. ACI 301. 2. ACI Recommended Practice for Selecting .Proportions for Con- crete. ACI 613. 3. ACI Recommended Practice for Cold Weather Conoreteino, ACI 306. 4. ACI Recommended Practice for Hot Weather Conormteinn. ACI 605. 1.04 QUALITY ASSURANCE A. Special Insoection: Notify Construction Manager at least 48 hours before insoeotion will be required: inspection. will be • reouired immediately opior to any intended pours or :placement • of concrete. • B. Concrete Work: Concrete work where indicated to be.exoosed is architecturally finished concrete: soecial care must be taken to orovide soeoified. finished surfaces without oravel 000kets. and other defaoements° • C. Concrete Strenoth Testing: Comply with Section 01400 reouirements. 1.05 SUBMITTALS A. Submit layout drawings for all cast-in-place concrete for ao- orovalu show ]oint locations and •other pertinent data. Refer to Section 03100 for additional reouirements. B. Records: Maintain record of all concrete, placement: indicate t ix proportions, list ti e dat location i th exa� m time. date. n the oroJept. weather conditions at the time of Placement and the source of the concrete supply. Mae records available to Construotic*, Manager at any time during the course of construction and submit at end of concrete placement phase of BOEING CAFETERIA 09-012 SECTION 03300 PAGE 2 CAST-IN-PL-ACE CONCRETE C. Certificates: Submit certification of oreviouslv tested mix desiuns. PART 2 PRODUCTS 2.01 CONCRETE MATERIALS A. Aggregates 1. Standard: ASTM C33. B. Cements 1. Provide cements obtained from same sourse or of same brand for concrete in same element or oortion of the work. 2. Standard Portland Cement: Columbia. Ideal. Kaiser. Lone Star" or aooroved. Standard gray oortland cement. ASTM C150: use type I or type III. C. Admixtures 1. Use only one brand of admixtures. 2. Water-Reducing Admixture: Conform to reouirements of UBC Standard No. 26-9. 3. Retarder-DensifYing Admixture: Master Builders Retardino Pozzolith. or approved: ASTM C494. TyoeB. 4. Accelerator: Chemical admixture desioned to accelerate set on concrete but not corrode reinforcing steel: ASTM C494. Type C. 5. Air Entraining Agent: Conform to peouirements of UBC Stan~ dard •26-9. D. Other Inopedierts: Provide other ingredients as indicated or as reouired by Code or Reference Standards. :::: 1 1 1 1 2.02 BONDING AGENT N� A. Grace Construction Materials Daraweld C. Larson Products Weld- orete. or aooroved. Emulsion-type additive of plasticized high oolymer resins designed for bonding of concrete. 2.03 EXPANSION JOINTS IN SLABS A. Joint Filler: Preformed non-extrudinu resilient material" as soecified in Section 07920. @� B. Joint Sealer: Self-levelino polyurethara" as specified in Section 07920. 2.04. NON-SHRINKING GROUT A. As indicated. 2.05 CONCRETE MIXES M� mm A. Quality of Concrete: Assumed compressive strengths and loca- tions of same are noted on drawings. 1 MIXING CONCRETE BOEING CAFETERIA 09-012 SECTION 03300 PAGE 3 CAST -IN -PLACE CONCRETE B. Admixtures 1. Add in accordance with manufacturer's directions. 2. Water- reducing admixture rnav be incorporated in the mix design. 3. I f approved. accelerator may be used when temperature of concrete is less than 40 degrees F. 4. Use retarder- densifier when placing ether concrete in warm weather conditions or when ambient temperature exceeds 65 degrees F. 5. Use air - entraining agent in concrete subjected to freezing temperatures after curing_. Total air content shall be as indicated. C. Mix Design 1. Determine mixes in accordance with the followirrg; cement content of not less than indicated. 2. Proportions and Tests: Conduct determination of proportions and tests in accordance with basic relaticroshiDs and proce- dures outlined in AC I 211.1 and 211.2. 3. If the Contractor elects not to use DCLU - approved desinr, rnix. Contractor shall pay for special batch plant inspection costs. A. Standard Concrete 1. Readv -Mixed Concrete: Mix and transport in accordance with ASTM C94. PART 3 EXECUTION 3.01 CONSTRUCTION JOINTS A. Farm all joints perpendicular to main reinforcement. Continue reinforcing across joints. unless otherwise indicated: provide longitudinal keys at least 1 -1/2" deep at all Joints in walls and between walls and slabs or footings. Remove kevfcrming wood inserts and thoroughly clean surface of concrete at all joints before placing next lift. B. Roughen surface of concrete at joints and remove laitance to obtain bcind before placing next lift; if use of keys is impractical due to congestion or inaccessibility or if it is • inadvisable to disturb surface before it has hardened. use only wet sandblast method for preparing surface. C. Dampen hardened concrete of .points between footings and walls, joints ireunexpc'sed walls. and all others not specifically mentioned hereinafter and roughen by air -water cutting. D. Damper, hardened concrete of taints in exposed work and roughen by air -water cutting; thoroughly cover Joint surfaces with neat cement- mortar of similar proport i orls to mortar in concrete: 3.02 CONTROL. JOINTS 3.03 EXPANSION JOINTS 3.04 NON - SHRINKING GROUT BOEING CAFETERIA 09 -012 SECTION 03300 PAGE 4 CAST -IN -PLACE CONCRETE apply mortar as thick as practicable an vertical surfaces and a rninirnurn c.f . 1/2" thick on horizcintal •surfaces: • place next lift before mortar has reached its initial set. E. Provide key - forming wood inserts strips in walls: pour concrete to 1/2" above lower edge or. stria. • A. Ir, .slabs -on- ground •form c'r saw -cut construction joints to true. straight lines. maximum variance .from true lime of 1/4" in 10' and no irregularities across joint in. excess of 1 /8 ": extend reinforcing steel throuoh.•and lap beyond faints. A. Provide in earth - supported structures wherever exterior slabs abut vertical surfaces: elsewhere as .indicated. Run no :reinforcement vertical, ether metal trim continuous through ~Dints, unless otherwise indicated. A. :Apply in accordance with manufacturer's direction: protect adjacent finished surfaces from defacement. 'Provide for sleeves. arid. where. indicated. END OF SECTION 1 1 t 1 1 1 1 1 1 1 1 t 1 1 1 PART 1 GENERAL BOEING CAFETERIA 09-012 SECTION 03345 PAGE 1 CONCRETE FINISHING 1.01 REFERENCE STANDARDS 1.-. . A. Conform with requirements of the following Reference Standards or as modified and supplemented hereinafter. 1. ACI Specifications for Structural Concrete for Buildings, I. 1. 301. 2. ACI Recommended Practice for Cold WeatherConoreteinq, ACI 306. 1,_ 3. ACI Reoommended Practioefor Hot Weather Conoreteino, ACI 605. 1.02 QUALITY ASSURANCE A. Concrete Work: Concrete work her indicated to be exoosed is L arohitecturally finished concrete: soeoial care must be taken to provide speoified. finished surfaces without gravel pockets and other defacements. 1.... 1.03 SUBMITTALS A. Sample Panels 1. Prepare a sample panel of concrete work or000sed for the > project and obtain approval; minimum 12" x 12" size. One face of panel with abrasive blast finish and the other face ( of C PROTECTION N A. Protect persons and adjacent materials and finishes' from dust, dirt and other surface or physical damage during finishing operations, including materials driven by wind. • 1 _ ' PART 2 PRODUCTS 2.01 SEALER A. Burke Concrete Cure-Seal-Hardener. Sonneborn Kure-N-Seal. West • Floor Treatment, or,aporoved. Transoarent curing agent comply- ing with requirements of AGTM C309, Type 1. I.. EXECUTION �ECUTION 3.01 REPAIR A Immediately after removal of forms,' cut back ties; insoeot ( A. ' surfaces for defeots; repair or patch defects ,only after - defects are insoeoted by Construction Manager and then only with his permission. Do all cutting and repair within 48 hours / after removal of forms,: cure repairs same as new concrete. . B. Defective Areas: Where patches are allowed. repair and patch areas: roust rnatch surrc'itridiri4 areas in color and texture so as to be indistinguishable after completion, including curing and finishing. Determine rnix for color by trial mixes before patching; after initial cure, dress patch or repair area mechanically or by hand for texture rnatch. 3.02 FINISHES FOR FORMED SURFACES A. As -Cast Finishes 1. Rc'ttrah Ferro Finish: Provide for surface of subprade walls, foundation walls and fc'otinus. 2. Smooth Forrn Finish: Provide for exposed surfaces. unless otherwise specified. Grind concrete surfaces to remove point marks, bulges and projections as approved by Con- struction Manager. 3.03 FINISHES FOR UNFORMED SURFACES A. Screed all slabs. for whatever finish, to true levels or slopes, work surfaces only to the degree required to produce the desired finish: do no finishing in areas where water has accumulated, drain and rescreed; in no case use cement and sand sprinkling to absorb moisture. Carefully finish all joints and edges with proper tools, unless otherwise specified. B. Screed Finish 1. Rough Screed Finish: Consolidate, level and screed surfaces to obtain evenness and uniformity: remove all surplus con- crete after consolidation, by striking cuff with sawing motion against amide strips. Provide for top horizontal surfaces of footings. BOEING CAFETERIA 09 -012 SECTION 03345 PAGE CONCRETE FINISHING Float Finish 1. Basic Float Finish: Provide for surfaces scheduled or mated can drawings and slabs where no other finish is specified or mated. D. Troweled Finish: Provide for surfaces scheduled to receive resilient flooring, carpet, where scheduled as exposed, unless otherwise specified. 1. For. surface to receive auarry tile, using thin, -set instal - lation method, provide steel trowel and fine broom finish. E. Defective Work: Remove and replace when directed by Construc- tion Manager, surfaces which show excessive shrinkage cracks. 3.04 ABRASIVE BLAST CONCRETE FINISHES A. Sarne.finish.as•srnooth form finish. At completion of prepara- tory or preliminary finish, apply abrasive blast passes. . E. Apply abrasive- blasted finish to exterior concrete wall surfaces. BOEING CAFETERIA 09-012 SECTION 03345 PAGE 3 CONCRETE FINISHING B. Depth of Cut: Use are abrasive grit of proper type and gradation to expose aggregate and surrounding matrix surfaces to match approved samples, as follows. 1. Light: Expose fire aggregate with occasional exposure of coarse aggregate; 1/16" reveal. C. Abrasive Blasting: Abrasive blast comers and edge of patterns carefully, using back -up boards, to maintain uniform corner or edge line. Determine type of nozzle, nozzle pressure, and blasting techniques required to match approved samples. D. Construction Joints: Use technio'.te acceptable to Architect as required to achieve uniform treatment of construction pints. 3.05 APPLIED TREATMENTS A. Finish slabs as soecified hereinbefc.re and apply surface treat- ment where scheduled or soecified. B. Sealer- Hardener: Coat newly finished slabs as soon as surface water has disappeared and uoon completion of finishing operations; apply uniform spray coat of sealer- hardener and allow to dry. Provide for interior slabs. Apply 1 additional coat just prior to acceptance of the project. 3.06 CURING AND REPAIR A. Protect freshly deposited concrete from premature dry i rig and excessively hot or cold temperatures; maintain minimal moisture loss at relatively constant temperature for necessary hydration time and proper hardening of concrete. Do not use curing agents for concrete that will receive ouarry tile installed with thin -set method; use wet curing method. B. Duration of Curing: Ire addition to overnight initial curing, continue final curing operations until the cumulative number of days or fractions thereof, not necessarily consecutive, during which temperature of the air in contact with concrete is above 50 degrees F. equals 7 days; if high -early strength concrete has been used, continue final during operation for 3 days total calculated as before. Take care to prevent rapid drying at the end of the curing period. If early removal of forms is ap- proved and forms are removed durino the curino period apply one of the curing methods specified in Reference Standards and continue curing for the remainder of the required .curing period. END OF SECTION PART 1 GENERAL 1.01 REGULATIONS A. Cade: Conform with requirements of Uniform Building Cade as pertains to structural steel framing fabrication and • erection, as supplemented and modified herein. B. RISC Code: Conform with reauirernents of American Institute of Steel Construction Specification for the Design. Fabrication. and Erection of Structural Steel for Buildings. and Code of Standard Practice for Steel Buildings and Bridges. C. AWS Code: Conform with American Welding Society Structural Welding Code, AWS D1.1. 1.02 REFERENCE STANDARDS 1.03 QUALITY ASSURANCE BOEING CAFETERIA 09-012 SECTION 05120 PAGE 1 STRUCTURAL STEEL A. Conform with reauirernents of the following Reference Standards as Construction Manager judges them applicable and as supple- mented and modified on drawings or hereinafter. 1 . Workmanship: Manual of • St ee l Construction. issued by Amer- ican I n s t i t u t e of Steel Construction. Steel Structures Paintina Manual, Vr_'lurne 2, Systems and Specifications, issued by Steel Structures Painting Council. 2. Welded Connections: Specifications for the Design, Fabri- cation and Erection of Structural Steel for Buildings, and Specifications for the Design of High Cold Formed Steel Structural Members, issued by American Institute of Steel Construction. 3. Symbols: Welding Symbols, issued by American Welding Society. A. Fabricator /Erector: Must have not less than 5 years' experi- ence in the fabrication and erection of structural steel; must be approved by Construction Manager. B. Welders: Certified by Washington Association of Building Offi- cials (WABQ); for the structural welding, submit qualification test reports and bearing witness certification of independent laboratory and inspection service approved by Construction Manager. If welder has not been engaged. in welding process for a period of 3 or more months, requal ify before submitting hirn to do structural welding work. C. Welding Procedures: Except for welds prequalified by RISC Specification, submit detailed description of welding pro-. cedures proposed for use; obtain approval prior to any welding operation on contract items; furnish qualification tests of procedures, if required- 1.04 SUBMITTALS 1.05 HANDLING BOEING CAFETERIA 09-012 SECTION 05120 PAGE 2 STRUCTURAL STEEL A. Shoo Drawings: Submit for approval before commencing fabri- cation; show dimensions, finishing, welds, details, anohoring, and necessary accessory items; include complete erection details showing all field welds, cuts, holes, fasteners and temoorary staying and bracing; verify dimensions and 'correlate with adjoining construction and materials; indicate the size, type and grade of all members. B. Mill Tests: Submit, as required by applicable Codes and Ref- erence Standards, certified statements with copies of test reports showing compliance with specified requirements. C. Templates: Furnish templates and placing plans as required for the proper placing, connection or anchorage of all structural steel. D. Product Data: Submit manufacturers' published literature for specified products and accessories as applioable, including manufacturers' specifications, physical characteristics and performance data. Submit as a supplement, manufacturers' in- structions and directions for application if not included in manufacturers' published literature. • A. 'Storage: Store structural members delivered to, site above' ground on platforms,. 'skids or other • supports; • store other materials in a weathertight, dry place' until • installation; store packaged materials in original, unbroken Containers until B. Protection: Protect all structural steel from corrosion at all times; see that all steel anchoring ties, and other members embedded in concrete are clean and unpainted. PART 2 PRODUCTS 2.01 MATERIALS A. • Structural Steel Shapes, Bars and Plates: As indicated. B. Structural Pipe: As indicated. C. Structural Tubing: As indicated. D. Machine Bolts: As indicated. • Anchor Bolts: As-indicated., G. Expansion Bolts: As indicated. H. Base Plate Grout: As indicated. BOEING CAFETERIA 09 -012 • SECTION 05120 PAGE 3 STRUCTURAL STEEL I. Other Structural Metal: Provide incidental and miscellaneous steel items indicated as required for the installation of structural steel framing or other parts of the work. J. Primer: Fabricator's standard primer compatible with finish paint as specified in Section 09900 and as approved by Con - struction Manager. For surfaces to receive urethane finish paint provide primer as specified in Section 09900. K. Other Materials: Provide all miscellaneous and accessary structural metal materials, equipment, tools and methods as required for the satisfactory fabrication and erection of structural steel for the project. 2.02 FABRICATION A. Fabricate all steel indicated as structural in strict ac- cordance with details as indicated, or as approved an shop drawings; identify all steel at mill showing grade and yield point; identify each piece with an erection mark corresponding with mark shown on erection drawings. Fabricate in accordance with Reference Standards. B. Tolerances: Fabricate all steel members to toler^ances in ac- cordance with AISC Standards. C. Cutting:. Do no flame cutting by hand, unless approved by Construction Manager; if approved, smooth all handouts by • chipping, • planing or grinding. Cut and fit all members to specified tolerances; no sharp kinks or bends will be allowed. D. Straightened.Material: Examine all material straightened prior to fabrication for signs of distress or other defects before fabricating; no distressed or otherwise defective material will be accepted. E. Connections: Make shop connections by welding or bolting; types and locations of connections as indicated or as approved on shop drawings. F. Bearing Plates: Drill and fabricate to accurate sizes and shapes as indicated: include all fasteners and accessories required for installation. G. Shoo Finish: Clean steel surfaces free from rust. scale and other defacements using SSPC SP -1. and •SP -a •or SP -3 methods. Apply 1 coat of specified primer to.all surfaces. except sur- faces that will be totally encased in concrete. within 2" of field welds. PART 3 EXECUTION 3.01 ERECTION BOEING CAFETERIA 09-012 SECTION 05120 PAGE 4 STRUCTURAL STEEL B.' Tolerances: Erect : members so that deviation from olwnb. level, and alignment does not exceed 1/500. C. -Bearing-Plates; Align and wedge into accurate :)ositions with shims; set in specified grout. D. Field Assembly; Accurately assemble framing to lines and ele- vations indiCated within specified tolerances; align and adjust the various c»omoonent oarts after assembly, but before being fastened. Clean bearing surfaces which will be in oermanent contact before members are assembled. Make splices only where indicated or where approved on shop drawings. Remove ereotion bolts used in welded,construction andolug weld holes. ' ` E. Welding 1. Materials and Processes; Electrodes as indicated. 2. 'Types of Welds: Reouiredweld types ar^e ir)dicatecLby sym- bols on drawings; oharacteristiCs of welds in:ac;oordance Reference Standards or Codes as applicable: each welder shalImark his •idertifioaticnsymbol on his work. 3. Preparation for Melding: Prepare edges to. be`1oined �s indicated: .clean edges of oil, grease, scale and rust" F. Field Touch-Up Painting: After erection ion of structural steel, touoh~uo paint! field welds" A:iolt headsandnuts, and 'abrasions in shop primer coating with the same primer used for the shop END,OF SECTION A. Erect structural • steel. framing in: accordance- withCode and Referenoe. Standards and in accordance ' aoproYed erection drawings.. Provide temporary bracing to stabilize members until seourely anchored into place and permanently connected into the PART 1 GENERAL 1. 01 BUILDING CODE 1.02 REFERENCE STANDARDS BOEING CAFETERIA 09-012 SECTION 05210 PAGE 1 STEEL JOISTS A. Conform to the Uniform BuildinD Code. and Steel Joist Institute. A. Conform with rep u i rement s of Standard Specifications for Ober, Web Steel Joists J and H Series. and Standard Specifications for Longspar, Steel Joists LH and LJ Series • and Deep Longsoan Steel Joists DLH and DLJ Series of the Steel Joist Institute. 1.03 SUBMITTALS A. Shop Drawings: Submit for approval; indicate types, sizes, spacing, bridging, connections, anchoring, bearing plates. and all other pertinent details. B. Design Calculations: Submit desigr, calculations with shop drawings for approval. Refer to drawing notes for additional requirements. C. Submitted drawings and desigr, calculations shall be stamped by a Registered Structural Engineer licensed in the State of Washinoton. D. Product Data: Submit manufacturers' published literature for specified products and accessories as applicable. including manufacturers' specifications, physical .characteristics and Performance data. Submit as a supplement. manufacturers' in- structions and directions for application if not included in manufacturers' published literature. PART .2 PRODUCTS 2.01 MANUFACTURER AND TYPE A. Member of Steel Joist Institute. and ICBO certified. series of joists as indicated. 2.02 MATERIALS AND FABRICATION A. Conform to applicable requirements of Reference Standards and Load Tables, Open Web Steel Joists, SJI. B. Shoo Painting: Fabricator's standard primer compatible with finish paint as specified in Section 09900 and as approved by Construction Manager. Apply 1 coat of primer to al 1 surfaces PART 3 EXECUTION 3.01 ERECTION BOEING CAFETERIA 09-012 SECTION 05210 PAGE 2 STEEL JOISTS C. Accessories: Provide anchoring, bridging. connectors, bearing plates. and other -required accessories. per structural : detail s for a complete installation. A. Erect joists in a true lime at spacing and slope indicated. Weld :to bearing plates and girders as noted. Install.bridoing as. joists are erected to insure stability, 3.02 TOUCH -UP PAINTING A. Touch -up field cc.nnections and ether damaged areas in shoo coat as instal lat ion proceeds. Use same material as shoo coat. END OF .SECTION (i 0 is PART 1 GENERAL 1.01 REGULATIONS BOEING CAFETERIA 09-012 SECTION 05300 PAGE 1 METAL DECKING A. Conform with reouirements of Uniform Building Code as pertains to metal deckinp. if more ri�id than 'specified herein. - rip id A° Conform with requirements for section orooepties of Soeoi- , fication for the Design of Light Gage Cold-Formed Steel Structural Members of the American Iron & Steel Institute, hereinafter called AISI specification. B. Corform to Steel Deck Institute Design Manual (Publication No.24), hereinafter called SDI Manual. C. Conform to American Welding Society Specification for Welding Sheet Steel in Structures, AWS D1.3. 1.03 SUBMITTALS A. Shop Drawings: Submit for aooroval: show complete erection layouts, connection details, decking dimensions. fastening and anchorage; indicate framing locations, locations and tyoes of ' all welds, and locations of all openings and holes in decking° B. Product Data: Submit manufacturers' oublished.literature for' specified products and accessories as applioable, including manufacturers' soecific:ations, ohysical characteristics and performance data. Submit as a supplement, Manufacturers' in- ' struotions and directions for'epolic:ationif not included 'manufacturers' published literature.' 1.04 HANDLING A. Deliver" store. handle and erect decking so as to prevent damage or deformation: 'failure to clean and ,repair •any rust areas will be cause for rejection. Store decking on platforms or pallets and cover with-suitable :covering to provide weath� erproof oroteotion, but -allowing air circulation. Allow no traffic or work over decking until • securely' .fastened ,into place. PART 2 PRODUCTS 2.{)1 MATERIALS A. Types: As indicated. BOEING CAFETERIA 09-012 SECTION 05300 PAGE METAL DECKING B. Acoustic Decking: Sheet steel, plair, vertical face perforated with 1/8" diameter holes staooered 3/8" oc. Provide where indicated. C. Steel Sheet: As indicated. D. Miscellaneous Steel Shapes: ASTM A36. E. Galvanizing Repair Paint: Galav-Weld. Galvicc'r,. or approved. F. Accessories: Provide all miscellaneous fastenings and acces- sories as required for a cc'rnolete installation as indicated. G. Acoustical Insulation: Glass fiber type. minimum 1.1 lb /cu ft density; profiled to suit acoustical decking. 2.02 GALVANIZING A. Provide galvanized coating on steel items: ASTM A525 660, except G90 where left permanently exposed. 2.03 FABRICATION A. Provide deck units in lengths to span number of supports indicated; telescope or nested laps at ends and interlocking or nested side laps. PART 3 EXECUTION 3.01 ERECTION A. Install no decking until all supporting structural members are in place: place and alior, deck sections to prevent stretching or contracting of side laps.' Install decking in accordance with layouts indicated and in accordance with manufacturer's recommendations. B. Fastening Deck Units: Fasten deck units.as indicated. C. Cutting and Fitting: Cut and neatly fit deck units and acces- sories around other work orc'sect ina through or adjacent to the decking as indicated. D. Reinforcement at Opening 1. Provide•additianal metal reinforcement and closure pieces as required for strength, continuity of decking ' and s'. pcort cif other work indicated. E. Reinforce decking around openings less than 15" in any dimension by means of a flat steel sheet placed over the opening and fusior, welded to the top surface of the deck. Provide steel sheet of the same quality as the deck units, not less than 20 gauge, and at least 12" wider and longer than the opening. Provide welds at each corner and spaced not more than 12" oc along each side. 1 • 1J. BOEING CAFETERIA 09-012 SECTION 05300 PAGE 3 METAL DECKING 3.02 TOUCH-UP PAINTING E. Closure Strips: Provide neoorene closure strios at all un- covered ends and edges of decking, and in the voids between decking and other construction. A.• After decking installation. wire brush, clean and paint scarred areas. welds and rust soots on the too and bottom surfaces of decking units and supporting steel, members. Touch-up galva- nized ,.surface with galvanizing repair oaint aoolied in accor dance With manufacturer's instructions. END OF SECTION 1 PART 1 GENERAL 1. 01 DESCRIPTION BOEING CAFETERIA 09 -012 SECTION 05500 PAGE 1 METAL FABRICATION A. Provide miscellaneous metal items as required for completion of the work: include all bending. forming. cutting. and driilinp of such items as necessary for installation and completion. 1.02 REGULATION A. Building Code: Conform with reauirernents of Uniform Building Code except as supplemented hereinafter. B. AWS Cade: Conform with American Weldina Society Structural Welding Code. AWS D1.1. 1.03 REFERENCE STANDARDS A. Conform to the following reference standards as supplemented and modified hereinafter. 1. Steel Fabrication and Construction: American Institute of Steel Construction (RISC) Manual of Steel Construction. 2. Welded Connections: American I n s t i t u t e of Steel Construc- tion ( ISC) Specifications for the Design. Fabrication and Erection of Structural Steel for Buildings. and Speci- fications for the Design of .High Gape Cold Formed Steel Structural Members, Section 4. 2. 1. 1.04 QUALITY ASSURANCE A. Fabricator: Experienced in the fabrication and working of rnetal, including cutting, bending. farming. and finishing. B. Welders: Certified by WashinDtori Association of Building Officials (WABO): for structural welding. submit oualification -test reports and bearing witness certification of independent laboratory and inspection service approved by Construction Manager. If welder has not been engaged in welding process for a period of 3 or more months, requalifv before permitting hirn to do structural welding work. 1.05 SUBMITTALS A. Shop' Drawings: Submit for approval: show details of fabri- cation and erection; indicate dimensions. shapes. and con- nections of all items. • B. Product Data: Submit manufacturers' published literature for specified products and accessories as aDolicable. including manufacturers' specifications.. physical characteristics and performance data. Submit as a supplement. manufacturers' in- structions and directions for application if not included in manufacturers' published literature. 1.06 HANDLING 1.07 COLOR AND FINISH STANDARD 2.02 FABRICATION BOEING CAFETERIA 09-012 SECTION 05500 PAGE 2 METAL FABRICATION A. Shipping and Storage: Ship, store_ and handle all items so as to protect all items from rust. misuse. and abuse: no bent or otherwise deformed items will be acoeoted: reoair shoo treat- ment as:reouired before installation. A. Steel: Galvanizing and shoo oriming and finish' as soeoified hereinafter. PART 2 PRODUCTS 2.01 MATERIALS A. Structural Shapes: ASTM A36. B. Pibe: ASTM. A53" C. Tubing: AGTMA500, Type E or S. Grade B. D. »Best", commercial ouality mild steel for steel. not otherwise soeoified. E. Provide galvanized finish on exterior .ferrous metal. F. Primer: Fabrioatorvsm standard opimer oomoatib1e with finish oaint as soe:zified in Section 09900 and as �d by C a�orove � on- stpuotion Manager. For items to receive urethane paint orovidwo primer as specified in Section 09900. ` G. Galvanizing Repair Paint: Galv-Weld, Galvioon. or approved. H. Weld Metal 1. Manual Shielded Metal Arc Welding: Welding per Specification for Mild Steel Arc Welding Electrodes. ASTM A233; EGO and E70 series electrodes as reouired for con- ditions of use. A. General 1. .Form to accurate sizes and shaoes with sharp lines and angles: om1ch and shear to leave clean surfaces. Weld or rivet oermanent connections. 2. Provide holes and connections for work of other trades~ Detail joints and fastenings for ample strength'-and stiffr\esso conceal wherever possible. Wher6 exoosed to weather.. form.to exclude water. , 3. Mill machine Joints.toaclose fit. Provide necessary rabbets. lugs trac4ets fora neat substantial assembly. 1. E. 1 1 B. Weldino 1. Perform welding by use of electric arc welding process. In rnakino welded joints and joining cc'moc'nent Darts, use types of welds and filler metal indicated. For details of joints. techniaue of welding employed, appearance and quality of welds made, and the methods used in correct ino defective work, conform to referenced standards. 2. Grind exposed welds flush and smooth. C. Galvanizino: Comply with ASTM Al23. Weight of coatings per Table I for class and thickness of material to be coated. Except for bolts, nuts, do galvanizing after fabrication. Galvanize all exterior steel iterns. D. Shop Finishes 1. Ferrous Metal: After fabrication. but before erection, remove all rust, scale, grease, and oil: wire -brush or chemically clean as approved. Touch up damaged areas in galvanized coatings where required with oalvanizino repair paint. Apply 1 heavy coat of shop primer to ferrous metal surfaces, except surfaces to be field welded. 2.03 ANCHOR BOLTS AND ACCESSORIES BOEING CAFETERIA 09 -012 SECTION 05500 PAGE 3 METAL FABRICATION A. Furnish anchor bolts and accessories to other trades for buildino into the concrete or masonry structure: include necessary templates. drawings, and bearing plates. 2.04 LADDERS A. Fabricate of mild steel flat bars and rods of sizes indicated. 2.05 • OPERABLE PARTITIONS.SUPPORTS A. Fabricate of materials and to detail indicated. Apply 2 coats of field paint to steel members above • s'.tspended ceilings. 2.06 MISCELLANEOUS ITEMS A. Provide steel and iron items as indicated and as required. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with approved shoo drawings. END OF SECTION 1. 03 PART 1 GENERAL 1.01 RELATED WORK A. Section 09250: Gvpsurn sheathing. 1.02 REGULATIONS A. Grad i no Rules: Provide lumber and plywood graded in accordance with official grading rules of association having jurisdiction: furnish official certification of inspection. if and 'when requested. 1. Softwoods: West Coast Lumber Inspection Bureau 'WCLB) Standard Grading Rules for West Coast Lumber. and Western Wood Products Association (WWPA) Western Lumber Grading Rules. QUALITY ASSURANCE A. Materials: Provide lumber that has been surfaced. at a moisture .content of no more than 19%, furnish moisture content certifi- cates, if and when reauested. 1.04 HANDLING A. Shipping and Storage: Ship and store lumber to protect from exposure to moisture. store in warm. dry place until incor- porated into the work. PART 2 PRODUCTS 2.01 ROUGH LUMBER A. Douglas fir or fir- larch: S4S to standard dimensions. except where special shapes are specified or indicated: sizes as indicated. B. Grade 1. Plates, Blocking: Standard Light Framing, No. 3 Structural Light Framing. or Studs. 2.02 ROUGH HARDWARE BOEING CAFETERIA 09 -012 SECTION 06100 PAGE 1 ROUGH CARPENTRY A. Provide all necessary spikes, nails. screws and bolts for proper installation c'f •rough carpentry: sizes and a'.tant it ies as indicated; where not. indicated, provide sizes and quantities as reauired by Code or as directed; provide hot -dip galvanized finish for exposed hardware exposed to moisture.. r 2.03 MISCELLANEOUS ITEMS PART 3 EXECUTION 3.01 INSTALLATION BOEING CAFETERIA 0S-012 SECTION 06100 PAGE 2 ROUGH CARPENTRY A. Provide all incidental items and accessories. tools. fastenings, and equipment necessary for the complete - installation of rough carpentry. A. .Workmanship: • Carefully lay out; cut. fit, .and erect, items: use sufficient' grails, spikes arrd belts to insure rigidity and permanence. Drive grails perperrdicular.to ;rain in lieu of toerrai l ing where practicable.. Install all work to trUe lines, plumb and level unless otherwise indicated. ' B. Woad Nailers: Install in accurate locations as indicated or required for the attachment of the work of other trades: irn- stall in as long lengths as practicable with tight, butt joints between • adjacent lengths; crotch biockino as reauired to fit steel stud flange lips; securely attach to'buildina construc- tion. Leave ready to receive finish materials. END OF SECTION PART 1 GENERAL 1.01 REGULATIONS A. Gradirio Rules: Provide lumber and o1vwood graded in accordance with official oradino rules of association having iurisdictian: furnish official certificate of inspection. if and when rep nest ed . 1.02 REFERENCE STANDARDS A. Conform with reauirernents of "Quality Standards" of the Archi- tectural Woodwork Institute. hereinafter called AWI. as sup- plemented and m o d i f i e d herein. 1.03 QUALITY ASSURANCE 1.04 SUBMITTALS BOEING CAFETERIA 09-012 SECTION 06200 PAGE 1 FINISH CARPENTRY A. Materials: Provide kiln -dried finish woad of not more than 9% moisture content for hardwoods and 12/• for softwoods when delivered to the pro i ect : furnish moisture content certificate. if and when requested. B. Fabricator: Fabricator of finish carpentry items must have Plant and facilities adequate to fabricate rec'.tir items: roust be regularly enoaoed in the production of similar tube work and able to show examples of his work satisfactory to the Construction Manager. A. Shop Drawinos: Submit for approval: show details of all saints and other fabrication details including glue limes of all lami- nated rnernbers: indicate tunes of lumber. adhesives. and fasten- ers: show field dimensions where same are reciuired for groper shop fabrication of finish carpentry: show connections to adiacent construction and materials or work of other trades. B. Samples: Submit samples of proposed plastic laminate finish material and polyester resin covering. Submit samples of wood solids and veneers: show color. grain pattern. and finish. Obtain approval of samples prior to fabrication of any work. C. Product Data: Submit manufacturers' published literature for specified oraducts and accessories as applicable. including manufacturers' specifications, physical characteristics and performance data. Submit as a supplement. manufacturers' in- structions and directions for application if not included in manufacturers' Published literature. 1.05 COLOR AND FINISH STANDARDS 1.06 HANDLING 1.07 MAINTENANCE PART 2 PRODUCTS 2.01 FINISH LUMBER 2.02 PLYWOOD 2.03 OTHER BOARDS A. Particle Board: CS236. 1 -B -2. 04 PLASTIC LAMINATE BOEING CAFETERIA 09-012 SECTION 06200 PAGE 2 FINISH CARPENTRY A. Colors and patterns of plastic laminate as selected by Construction Mar,aaer. A.. Shiooinn and Storage: Take care to protect finish woodwork from darnaae at all times up until acceptance of the work by the Owner. Store finish woodwork. scheduled for installation, of the interior of the project. in warm. dry place: maintain tem- oerature and humidity conditions of storage at conditions aDoroxirnatinn conditions anticipated in the .finish project. B. Precautions: Delay installation of finished woodwork until fabricated items have acclimated to conditions of temperature and humidity in the project: warped or distorted items wi 11 not be accepted. Install no finished woodwork until orosect is dry so as to Prevent any darnaae due to excessive moisture contact changes. A. Furnish to the Owner complete description. including list of materials and methods. of recommended procedures to be followed for care and maintenance of all finishes and materials. A. Fir: Douglas Hem-fir. Construction, Grade for unexposed framing. A. Graded in accordance with rules of the American Plywood Association: Exterior type aloe: sizes and thicknesses as indicated or as specified. B. Softwood Plywood: Douglas fir veneer care. AWI Custom Grade: rotary cut face veneers. "A" grade where exposed and "C" Prude where unexposed. Furnish lauan face veneer for plywood to be finished with laminate plastic. A. Formica. Nevarnar. Micarta. Wilson -Art. or aooroved: conforming with reouirements of NEMA -LD1. 1 B. For Exposed Surfaces: 0.050" rninirnurn thickness for horizontal surfaces: 0.030" rninirnurn thickness for vertical surfaces. C. For Unexposed Surfaces: Manufacturer's standard balancing sheet: 0.020" thick: neutral color. 2.05 OTHER MATERIALS BOEING CAFETERIA 09-012 SECTION 06200 PAGE 3 FINISH CARPENTRY A. Provide all other incidental fastenings. tools and eauioment rea►.tired for the satisfactory fabrication and installation of finish woodwork. including the following. B. Adhesives: Provide the following tunes of adhesives for the fabrication of specified woodwork. 1. For Handing Laminate Plastic: Cyanamid Formica 140. or approved. Brushab1e contact -type waterproof adhesive. 2. Other: Hest suited for the condition of installation or fabrication. 2.06 COUNTERS A. Grade: AWI Prerni►.trn grade for plastic laminate finish. B. Fabricate of materials and to details indicated. C. Countertops: Shoo fabricate countertops in accordance with details. For countertops with sinks provide exterior grade plywood core for countertops and sDlashbacks. Provide balanc- ing sheet for all countertops. 4. 07 MISCELLANEOUS ITEMS A. Provide all miscellaneous finish carpentry and millwork items as indicated (and not specified in other Sections). PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with approved Shop drawings and details indicated on drawings. 3.02 INSTALLATION OF WORK SPECIFIED ELSEWHERE A. Installation of Finish Hardware 1. Finish hardware is specified elsewhere. but installed herein. Install finish hardware on doors and frames using only experienced personnel and skilled craftsmen: install to operate freely. without binding or sticking, to the Construction Manager's satisfaction. Install with all hori- zontal edges level. all vertical edges plumb. and all edges • 1. 2 . parallel with ad iacent lines of construction. After installation, protect. all finished hardware during remaining construction period using wrapping supplied by hardware manufacturer or ether appropriate means.. Locations: Unless otherwise indicated or directed. install finish hardware in locations as recommended by the Steel Door Institute. B. Installation of Doors Doors are specified doors scheduled indicated. Hanging: Hang clearances at "undercuts" or or, elsewhere. but installed herein. Hang drawings in accurate locations as doors to 1/8" clearance•at taps and bottom. unless specifically noted other deviations in fit: verify clearances required for carpeting and make no 7obsite' fitting cuts unless approved.. Hang pairs of doors as specified. but with 3/32" clearance at meeting edges. Demonstration: Upon completion of hanging, that doors operate freely without binding. and with moderate force will latch properly. 3. demonstrate when closed END OF SECTION BOEING CAFETERIA 09-012 SECTION 06200 PAGE 4 FINISH CARPENTRY 3/8" for �1 e 1 (I 11 ti r 1.03 HANDLING i , A. Stare treated wood so as to be properly identified and to protect from excessive moisture chanoes: mote that not all woad in the protect is to be treated and that treated wood is intended for particular applications. PART 1 GENERAL 1.01 REFERENCE STANDARDS A. Conform with repuirernents of the following Reference Standards as supplemented and modified herein 1. American Woad Preservers Bureau (AWPB) LP -2 and LP -22. 1.02 SUBMITTALS A. Certificate of Compliance: Furnish affidavit from treating plant stating that all treated wood conforms with specifica- tions and that moisture content. after treatment. does not exceed specified limits. PART 2 PRODUCTS 2.01 TREATMENT A. Material: Waterborne preservatives. BOEING CAFETERIA '09-012 SECTION 06311 PAGE 1 PRESSURE TREATMENT B. Treatment Method 1, Pressure impregnate wood materials in accordance with Reference Standards. 2. For members in contact with around, or embedded in concrete in contact with ground. LP -22 3. For above - around members, LP -2. C. Kiln -dry after treatment to a moisture content of not more than 19/ for lumber and of not more than 18% for plywood: surface dry lumber more than 2" thick. D. Brush end cuts and drilled hales on lob with same chemical used for treatment specified preservative material until the wood absorbs no more preservative: comply with AWPA P14. E. Identify each treated member with brand name and name of Procedure.' F. Extent: Treat all wood hailers. screeds. edge strips and all other framing members above roof. except plywood: members in contact with concrete slab on grade. concrete: members in Contact with earth : other members where indicated. Do not pressure treat cedar. BOEING CAFETERIA 09 -012 SECTION 06311 PAGE 2 PRESSURE TREATMENT PART 3 EXECUTION 3.01 INSTALLATION A. Installaticon of treated members is specified elsewhere. END OF SECTION 1 1 3 PART 1 GENERAL 1.01 REFERENCE STANDARDS BOEING CAFETERIA 09 -012 SECTION 06320 PAGE 1 FIRE RETARDANT TREATMEMT A. Conform with reauirernents of the following Standards as supple- mented, and m o d i f i e d herein. 1. American Wood Preservers Association (AWPA) Standards C20. and C27. hereinafter called Reference Standards. 1.02 SUBMITTALS A. Certificate of Compliance: Furnish affidavit from treating plant st at i no that all treated wood and plywood conf orrn with specifications and that moisture content, after treatment. does not exceed specified limits. 1.03 HANDLING A. Storage: Stare treated woad and plywood so as to be properly identified and to protect frc'rn excessive moisture changes: mote that not all wood or plywood in the project will require treat- ment, and that treated wood and plywood are intended for partic- ular applications. PART 2 PRODUCTS 2.01 FIRE RETARDANT TREATMENT A. Materials: Koppers Dricori Type A, Osrnose Flameproof LHC. or approved. Inorganic chemicals. pressureirnpreonated into wood • or plywood designed to protect treated members against flame spread and attack by insects or decay. B. Performance Characteristics: Provide flame spread and fuel contributed rating of not more than 25 when tested by UL for 30 minutes duration. Furnish label can each piece of treated woad and plywood material. C. Treatment: Pressure impregnate woad and plywood materials with chemicals in accordance with Reference Standards to attain specified performance characteristics. Identify each treated member with brand name and name of producer. Kiln -dry after treatment to a moisture content of not more than 19% for lumber and of not more than 15% for plywood: surface dry lumber more than 2" thick. END OF SECTION BOEING •CAFETERIA 09-012 SECTION 06320 PAGE 2 FIRE RETARDANT TREATMEMT D. Extent: Fire-retardant treat all interior wood framing members concealed in oartitions. including blocking, and plywood panels for mounting electrical or telephone equioment. and where indicated. PART 3 EXECUTION 3.01 INSTALLATION Installation of treated members is soecified elsewhere. PART 1 GENERAL 1.01 QUALITY ASSURANCE A. Installer: Must be specialist in the installation of plastic laminate wall panels: must be approved by Construction Manager. 1.02 SUBMITTALS A. Layout Plans: Submit for approval as rea'.tired for .shop drawings: show layout for each installation area. indicate widths and all other pertinent installation details.. B. Samples: Submit samples of proposed plastic laminate for approval; obtain approval before proceeding. C.. Product Data: Submit manufacturers' published literature for specified products and accessories as applicable. .including manufacturers' specifications. physical characteristics and Performance data. Submit as a supplement. manufacturers' in- structions and directions for application if .riot included in manufacturers' published literature. 1.03 HANDLING A. Delivery of Material: Deliver in unbroken cartons and con- tainers. rnanufacturer' s labels thereon. 1.04 MAINTENANCE PART 2 PRODUCTS 2.01 MATERIALS BOEING CAFETERIA 09 -012 SECTION 06421 PAGE 1 PLASTIC LAMINATE WALL PANELS A. Instructions: Uoorn completion and at time of acceptance by Owner. furnish recornrnended maintenance instructions and pro- cedures: include l i s t of recommended products. methods and equipment: deliver to Owner. 1.05 COLORS AND PATTERNS A. Plastic Laminate: As selected by Construction Manager. B. Metal Trirn: As selected by Construction Manaper. A. Plastic Laminate 1. Formica. Nevarnar, Micarta. Wilson -Art, or aroroved; cc'n- forrnir�g with reauirernents of NEMA -LD1. 2. For Exposed Surfaces: 1/16" thick. 3. For .Unexposed Surfaces: Manufacturer's standard balancing sheet: 0.020" thick: neutral color. BOEING CAFETERIA 09-012 SECTION 06421 PAGE 2 PLASTIC LAMINATE WALL PANELS B. Adhesives and Primers: Types recommended by manufacturer of material to be adhered: submit list and obtain approval. C. Trim: Standard alrtrninr.un trim as approved by Construction Marrader. PART 3 •EXECUTION 3.01 INSTALLATION END OF SECTION D. Other Materials: Provide all incidentals 'as may be repaired for a complete arid satisfactory installation. A. Put surfaces in proper condition for the installation of plastic laminate wall panels materials: free from all dirt. crease, oil, and ether foreign matter; repair substrate to provide smooth surface.. Prime Or size:surfaces •to 'receive plastic laminate wall .parcels. B. Install materials in strict accordance with manufacturer's -recommendations. C. Provide aluminum trim for exposed edges of panels. 3.02 CLEAN UP A. Remove all scraps and tools from .premises.;' Thc.rouahly clean plastic laminate wall Darrel .installation after work of' all trades is completed. Leave installation free .. fr+c'rn .scraps, all surfaces free from defects at time of acceptance by Owner. to 1 i PART 1 GENERAL 1.01 DESCRIPTION A. Provide bituminous darnporaofino treatment for exterior surfaces • of foundation walls: extend from 2" below finish grade. dawn to top of footings as indicated. 1.02 SUBMITTALS A. Product Data: Submit manufacturers' published literature for specified products and accessories as applicable. including manufacturers' specifications, physical characteristics and Performance data. Submit as a supplement. rnanufactu.trers' instructions and directions for application if not included in manufacturers' published literature. 1.03 HANDLING A. Shipping: Deliver materials in original containers with labels thereon. PART 2 PRODUCTS 2.01 MATERIALS A. Manufacturer and Type: Horn Dehydrat ine No. 4. Sonnebarn Hydracide No. 648. Torch Brothers Marine Liauid. or aDOroved. 2.02 ACCESSORIES A. Protection Board: 1/2" thick biodegradable hardboard. asphalt impregnated wood fiberboard. bitumen i rnprepr�at ed glass fiber- board. PART 3 EXECUTION 3.01 APPLICATION A. Use only pure, undiluted material. BOEING CAFETERIA 09-012 SECTION 07160 PAGE 1 BITUMINOUS DAMPPROOFING B. Brush off loose particles. fill holes and cracks. Put surfaces in fit condition for damporoc'fing, as judged by Construction Manager: surfaces to be dry and firm. free from dirt and foreign matter. C. Apply in 2 coats. approximately 65 sq ft per pal (20 to 24 hours between coats) with brush or spray, in a continuous coating; each coat to cover surface completely. Leave no pinholes or other surface breaks. 3.0E PROTECTION BOEING CAFETERIA 09 -012 SECTION 07160 PAGE 2 BITUMINOUS DAMPPROOFING A. Protect finished darnnproofing from'damage during backfill operations by adhering orcotection board with•rnastic over treated surfaces. . B. Neatly fit boards around pipes and pro l ect i ons. C. Backfill against protection 'board to prevent injury' to membrane. END OF SECTION r PART 1 GENERAL 1.01 DESCRIPTION BOEING CAFETERIA 09-012 SECTION 07210 PAGE 1 BUILDING INSULATION A. • Provide building insulation for exterior walls. foundation walls, under cold storage rooms. and where -indicated. 1.02 RELATED WORK A. Section 05300: Acoustical insulation for acoustical steel deck. L. B. Section 07535: Roof insulation. l q . C. Section 09530: Acoustical Insulation. 1.03 QUALITY ASSURANCE 1._ A. Materials: Furnish only materials of tested and certified thermal resistance and performance characteristics. L. 1.04 SUBMITTALS A. Samples: .Submit samples of each type .and class of insulation. cornolete with fastenings proposed for use: obtain approval before proceed i no. B. Product , Data: Submit Manufacturers'' published literature for specified products and accessories as applicable, including manufacturers' specifications, physical characteristics and performance data. Submit as ..a supplement, manufacturers' in- structions and directions , for' application. if riot included in manufacturers' published literature. 1.05 HANDLING A. Deliver insulation materials in original cartons. or containers with manufacturer's labels thereon: see that each label clearly states thermal resistance and conductance and manufacturer's • name. PART 2 PRODUCTS 2.01 • FIBROUS BUILDING INSULATION A. Glass Fiber Batt or Blanket Insulation: ASTM C665. Insulation with foil reinforced kraft facing (FRK).. Insulation and facing flame spread rating of 25 or less when tested in'accordance with ASTM E84. Widths to suit condition 'of installation. Minimum "R" values as indicated. 02 RIGID INSULATION PART 3 EXECUTION 3.01 INSTALLATION END OF SECTION BOEING CAFETERIA 09 -012 SECTION 07210 10 PAGE 2 BUILDING INSULATION A. Dow Chemical Styrofoam HI -40, car approved: 40 psi minimum com- pressive strenoth: thicknesses as 'indicated. Use :for cold -roc'rn floor construction. 2.03 PERIMETER INSULATION A. Dow Chemical Styrofoam SM Brand,_ or approved; thermal resis- tance "R" values as indicated. 2.04 ACCESSORIES A. Adhesives and Fasteners: Types. as recor►miended by the insula- tion material manufacturer for the condition of installation. Batt or Blanket Insulation: Cut insulation in as land lengths as practicable and secure to construction: tape edges where 2 length abut. Take care to see that total area is covered and that batts are accurately placed for complete insulation. B. Install insulation with factory applied membrane 'facing warm side of building spaces. Lao ' ends And side flames of membrane between fram i na : rnernbers. Tape seal butt er►ds and l a paed side flanges. Tape seal tears or cuts i n membrane.' . • C. Rigid Insulation Install in furred spaces and where 'indicated in accordance with 'the manufacturer's instruction5.. Take care to see that total area is covered. D. Perimeter Insulation: Install where indicated in accordance with the manufacturer's recomrner►dations. BOEING CAFETERIA 09-012 SECTION 07410 PAGE 1 MANUFACTURED ROOF AND WALL PANELS 1. PART 1 GENERAL 1.01 QUALITY ASSURANCE A. Installer: Shall be approved by the manufacturer of roof and wall panel systems. B. Guarantees 1. Submit manufacturer's standard 20 -year product performance and finish coat i no warranty. 2. Manufactured metal panels. and associated flashinps shall be guaranteed for .5 years. 1.02 SUBMITTALS A. Shoo Drawings: Submit for approval: show complete details of fabrication and installation: anchorage to structure. joints. fastenings. accessory items. and finishes. iB. Design Calculations: Submit for approval complete enpineerino ... calculations with shoo drawings. Design calculations shall be stamped and sinned by a structural engineer registered in the State of Washington. Design calculations shall also include the fallowing. . 1. Wind uplift conditions for the entire roof including roof oerirneter and roof corners. 2. Expansion /contraction of the roof system. 3. Down drag load of the roof system and snow loads. C. Submit manufacturer's color samples for selection. D. Product Data: Submit manufacturers' published literature for specified products and accessories as applicable. includino manufacturers' specifications. Physical characteristics and performance data. Submit as a supplement, manufacturers' in- structions and directions for application if not included in ( manufacturers' published literature. • E. Submit manufacturer's maintenance instructions. 1 1.03 HANDLING A. Handle and protect panels in accordance with manufacturer's recommendations. B. Protect insulation frcorn weather: coordinate installation of { insulation at roof with work under Section 07535. • 1.04 COLOR AND FINISH STANDARDS A. Colors: As selected by Construction Manager from manufactur- er's color group C colors. B. Finishes: As soeoified hereinafter. PART 2 PRODUCTS 2.01 PANELS A. Panels Type 1: ASC Pacific HR-36 Panels. or approved: 20 gauge. B. Panels Tvoe 2: ASC Pacific 2v2" Corpuoated Panels. or aooroved; 20 .paupe. 2.02 FINISHES A. Modified acrylio baked-or orimer. 0.2 mil DFT. and baked-on polyvinylidene fluoride (PVF2). 0.8 mil • DFT finish, coat on exterior surfaces of oanels. Modified acrylic orimer, 0.15 mil DFT" and`oolyester oaint. 0.35 mil DFT on interior •surfaces of panels. 2.03 ACCESSORIES BOEING CAFETERIA 09-012 SECTION 07410 PAGE 2 MANUFACTURED ROOF AND WALL PANELS A. Provide accessory materials such as sealants. flashinos. contin- uous rubber fill closure strios, trim. and other items indicat- ed or required for installation of panels. Provide palvanized steel with G-60 zinc coating fastener o1ios. Provide other sheet metal items ofmaterial` and finish • as soecrified for B. Fasteners: Type and length as recommended by panel manu- facturer. For fasteners where concealed type cannot be used, color for exoosed fasteners shall match oans»l color. C. Sealants, Taoes and Primers: As recommended by the oanel manufacturer. 2.04 FABRICATION A. Provide wall panels, in single length from flashing to,flashing; no vertical .loints allowed. B. Provide rcof panels in single length from ridge"totranoaition. 1 :' r A. Install where indicated in accordance with approved shop drawinps and manufacturer's directions. B. For installation of sheet metal conform to applicable portions ( of Section 07621. C. Apply primer and sealant at all locations as recommended by the manufacturer for maximum weather seal. �..: 3.03 CLEANING j A. After erection, clean all surfaces, and leave completely clean. ready for acceptance of the work by the Owner. PART 3 EXECUTION 3.01 INSTALLATION. END OF SECTION BOEING CAFETERIA 09 -012 SECTION 07410 PAGE 3 MANUFACTURED ROOF AND WALL PANELS PART 1 GENERAL 1.01 REFERENCE STANDARDS BOEING CAFETERIA 09-012 SECTION 07535 PAGE 1 MODIFIED BITUMEN SHEET ROOFING A. Conform with the manufacturers' specifications as the Con - structior, Manaper iudoes them applicable. 1.02 QUALITY ASSURANCE A. Manufacture's Q u a l i f i c a t i o n s 1. Must be nationally recoonized manufacturer in pciod standing with the National Roo,fino Contractors Association. 2. Must have had a rninirnurn of 20 years continuous service manu- facturing roofing products. 3. Must have at least 5 aporoved applicators of proposed system located within 50 -mile radius of the protect site. 4. Must be able to show 5 installations similar to the proposed systern within a 200 -mile radius of the protect site. 5. Must have an engineering service representative available full time to conduct daily inspect ion, of application. B. Installer Qualifications 1. Must be a certified applicator of the approved thermal and moisture protection, systern manufacturers. Submit a copy of certification. E. Must have had a minimum of 5 years continuous experience with sirnilar systern applications. 3. Must be able to show 2 installations. at least 2 years old, similar to Proposed system. in satisfactory condition. 4. Installer must maintain a full -time supervisor /fcoremar, on job site during all times work is in progress. Supervisor must be certified to have a rninirnurn of 5 years experience wit applications similar in nature and scope to proposed systern. C. Guarantee 1. In addition of the requirements of the General Conditions. deliver to the Owner prior to final payment for the work. a written guarantee sinned by the Contractor, agreeing to maintain the moisture protection systern installation in a watertight condition for at least 2 years from the date of acceptance of the work by the Owner at no cost. Further. guarantee that all workmanship and materials of the total moisture protection system are as specified and as recom- mended by the manufacturer. 2. A moisture analysis and roof cuts are reouired as part of final inspection, procedure, and again, at least 2 rncrr,ths prior to expiration of roofing guarantee. D. Warranty: The materials manufacturer shall furnish a written warranty. including a flashing endorsement. for a period of 12 years from date of project acceptance, apreeinn to provide all labor and materials necessary to correct all defects in the BOEING CAFETERIA 09 -012 SECTION 07535 PAGE MODIFIED BITUMEN SHEET ROOFING thermal and moisture protection system. including water entry or abnormal deterioration of materials. Included in the war - ranty is the responsibility for removal and replacement of all work concea 1 i ng the moisture protection syst ern. E. Insurance and Code Reo u i rement s : Installed roof i no system shall comply with the following. 1. Factory Mutual reouirernents for Class 1. 1 -90 wind resistance. 2. Underwriters Laboratories reouirernents for Class A. 1.03 SUBMITTALS A. As soon as Possible. but at least 9 weeks Prior to scheduled commencement of system installation. installer shall furnish evidence of compliance with provisions of General Conditions, and submit in triplicate the following. 1. Manufacturers data as necessary to demonstrate compliance with specified reauirernents. 2. Manufacturer's recommended rnet hods of installation. 3. Required revisions to specifications and /or details to meet warranty requirements. 4. Complete list of all materials and items proocised for com- plete system installation. 1.04 PRELIMINARY APPLICATION MEETING A. At least 5 days after delivery of submittals and at least 8 weeks Prior to scheduled commencement of system installation, installer shall schedule a preliminary meeting with the Owner, installers with substrate construction and other work adjoining the system, including penetrating work and roof -.tap units, representatives of Primary materials manufacturer, Construction Manager, and representatives of other entities directly con- cerned with performance of the system. They will: 1. Review reouirernents (Contract Documents) . submittals. status of • cocrdinat ion work. availability of materials and instal- lation facilities and establish preliminary installation schedule. 2. Review reouirernents for inspections. testing, certifica- tions, forecast weather conditions, ocvernino regulations, insurance requirements, and proposed installation proce- dures. 3. Record discussion, incl'.idino agreement or disagreement on matters of significant; submit copy recorded discussions to each participant. Discuss system protection requirements for construction period extending beyond installation. Discuss possible need for temporary roofing. 4. If rneetino eyed with substantial disaoreernents. the installer shall determine how d i saoreernent s w i l l be resolved and set date for refinement meet ino. i f 1. 05 FINAL APPLICATION MEETING BOEING CAFETERIA 09-012 SECTION 07535 PAGE 3 MODIFIED BITUMEN SHEET ROOFING A. Aoproximately 2 weeks prior to scheduled commencement of system installation and associated work, meet at oroiect.site with . i nst a ll er.. • installer of each component of associated work, installer of deck or substrate construction to receive roofing work, installers of • r_if roof -tap units and other work in and around roofing which roust precede or follow roofing work (including mechanical work, if arty), representative of approved :primary materials manufacturer. Contractor. Construction, Manager, Owner, and other representatives.directly concerned with performance of the work. Record discussions of conference and decisions and agreements or disagreements reached and sub- mit copy of record to each party attending. Review foreseeable methods and procedures related to roofino work, including but not necessarily limited to the following. .1. Tour representative areas .of substrate.• inspect and discuss condition of substrate, roof drains, curbs, penetrations and ether preparatory work performed by other trades. 2. Review structural loading limitations of deck. 3. Review system requirements, including drawings, specifi- cations, and ether CantTact . Documents. 4. Review required submittals, both completed and vet to be completed. 5 Review and finalize construtctior, .schedule related to roofing work and verify availability of .rnaterials, installer's personnel, equipment and f a c i l i t i e s needed to make progress and avoid delays. 6. Review required inspection. testing, certifying and material usage account ing procedures. 7. Review weather and forecast weather conditions. and oroce- 1 dures for coping with unfavorable conditions,. including .:, possibility of ternDorary roofing. (if not a mandatory requirement) . 1.06 HANDLING • A. Precautions:.. Conform to,the manufacturer's instructions, in- cluding precautions - to prevent fires,-and-handling of toxic materials. PART 2 PRODUCTS 2.01 MATERIALS A. Manufacture and Type: Genstar Flinlastic STA.1 -2/S -4 Roc'fing. System, or approved. B. Vaocr Barrier: 1 ply, 28 -lb. base ply. Provide over bottom board. C. Standard Insulation: Manville UltraGard Gold Roof Insulation. or approved. BOEING CAFETERIA 09-012 SECTION 07535 PAGE 4 MODIFIED BITUMEN SHEET ROOFING D. Tapered Insulation: Closed cell Polystyrene foam insulation. E. Bottom and Cover Board: Manville Fesco Board. Owens-Corning Fiberglas Roof Insulation, or as approved. Apply 1" thick board on steel deck,• unless otherwise recommended by board manufacturer for the condition of installation,: apply 3/4" board over specified roof insulation. F. Insulation Thickness: Provide insulation, of minimum thickness to provide C -value of 0. 033 :. calculated at rninirnurn thickness of insu1ation..includina bottom and cover boards. G. Roof Coatinav Karnak 97 Aluminum Roof Coating, or approved. H. Accessory Materials: Provide accessory materials as required for a complete installation cif roc'f i ng system and as recom- mended by the roofing system manufacturer, including f1ashings. bonding adhesives, primers, sealants, mastics, seals, pourable sealers. and mechanical fasteners. I. Fasteners: Industry- standard types of mechanical fasteners for the condition of installation, tested by manufacturer for re- quired pull -out strength • where applicable and cornDat i ble with deck type and roofing materials used. Fasteners shall be of Proper leneath but shall not be exposed more than 1/2" below top flange of steel deck. J. Walking Pads: Meadows Whitewalk 760 Roof Traffic Pads. or approved: 3' x 5' x 1/2" size. PART 3 EXECUTION 3.01 APPLICATION A. Cconditicor, of Surfaces: Prior to the application, of anv roofing materials, inspect surfaces for moisture or other damaging conditions: application of roofing materials constitutes acceD- tance of conditions of surface as suitable for application. B. Prepare surfaces and apply materials in accordance with the roofing material manufacturers' instructions. C. Install fasteners along chalk lines to obtain straight lines of fasteners, centered on top flange of steel deck. 3.02 MISCELLANEOUS WORK A. Projections Through Roof: Install 'all vents. ducts, .stacks and openings in roof before applying roofing. Construct no Pro- jections through cants, place at a point no less than 10" from intersection, of cant and deck. END OF SECTION PART 1 GENERAL 1. 01 DESCRIPTION BOEING CAFETERIA 09-012 SECTION 07621 PAGE 1 FLASHING AND TRIM A. Provide sheet rnetal flashinos and trim. except iterns provided under other Sections. 1.02 RELATED WORK A. Section 07410: Manufactured rnetal roof and wall panels. includ- ing exposed sheet rnetal iterns such as flashings. 1.03 REFERENCE STANDARDS A. Conform with the reouirements of the following Reference Stan- dards as the Construction Manager iudoes there applicable and as modified and supplemented hereinafter. 1. Sheet Metal Fabrication: Sheet Metal and Air Conditioning Contractors' National Association (SMACNA) Architectural Sheet Metal Specifications. 1.04 DUALITY ASSURANCE A. Fabricator: Must be experienced in the fabrication of custom sheet metalwork using rnaterials specified. performing highest quality wank: roust be approved by Construction Manager. B. Special Inspection: Notify Construction Manager at least 48 hours before cc'rnrnencing sheet metalwork. C. Guarantee 1. Sheet metal iterns that fc'rrn a part of roofing systems shall be guaranteed for •2 years. Submit manufacturer's standard 20 -year product performance and finish coating warranty. 1.05 SUBMITTALS A. Shoo Drawings: Submit for approval; show details of fabri- cation. materials. .i o i nt s. fasteners. and anchorao es and installation methods: indicate connections and fastenings with ad.i acent materials and construction. B. Product Data: Submit' manufacturers' published literature for specified products and accessories.as applicable. including manufacturers' specifications. physical characteristics and performance data. Submit as a supplement. manufacturers' in- structions and directions for application if not included in manufacturers' Published literature. PART 2 PRODUCTS 2.01 MATERIALS 3. 01 A. BOEING CAFETERIA 09 -01E SECTION 07621 PAGE FLASHING AND TRIM A. Steel Sheet: ASTM A446. grade C: thicknesses as indicated: provide ASC Pacific Zincalurne caatino. or approved. B. Lead: Chemical lead cc'nfc'rrnino with reauirernents of ASTM B29: 4 -o. s. f. sheet. C. Re o l et s : Fry Reg l et s. or approved: types as reauired for condi- tion of installation. D. Fasteners: Types fabricated from same or galvanically compati- ble fabrication and installation of sheet metalwork. E. Solder: Provide "best" commercial duality. type most suitable for metal being soldered. F. Other Materials 1. Provide all incidental accessories. tools. and methods re- auired for complete fabrication and installation of sheet metalwork. 2. Plastic Cement: Carey, Manville. Flintkote. Pabca, or approved: flashing cement suitable for intended use. PART 3 EXECUTION FABRICATION AND INSTALLATION General: See that surfaces to receive sheet metalwork are clear,. level, smooth. sound, dry and free from defects affect- ing installation or fit: correct anv •such deficiencies prier to installation. Fcrrn. cut, fit and drill work as reauired to accommodate work of other trades. Provide all accessory items required for complete and satisfactory fabrication and instal - latior, of work. whether or not mentioned in these soecifica- tions. Execute faints between sheetmetal and ether construc- tion or material in watertight manner. Thoroughly clean soldered surfaces. B. Shop- fabricate items in accordance with SMACNA standards and methods, unless otherwise approved. Accurately form shapes, sizes, and profiles to dimensions as indicated an drawings; verify job dimensions where critical for acceptable fit. Make all lines, angles, edges and moldings straight, sharp, and true; reinforce as required for stiffness and rioidit_y; form and finish faints and seams neatly. C. Erect, install and fasten all indicated sheet metalwork;, erect plumb and true, securely anchored to building construction; allow for expansion and contraction of construction without nee 1 BOEING CAFETERIA 09 -012 SECTION 07621 PAGE 3 FLASHING AND TRIM damage to sheet metalwork. Make all exterior work Permanently waterproof. Install work with surfaces free from buckles and waves. D. Prot ect i ran : Protect two adjacent dissimilar rnet a l s from elec- trolytic action by two heavy coats of zinc- chromate primer to contact surfaces. E. Flashinos and Counterflashinps 1. Provide where indicated or required for weathterioht construction: shop -form and solder corners and extend at least 12" either side of intersection. unless otherwise indicated. Use concealed fastenings wherever possible. Install flashings and counterflashinos in straight, true lines, level and plumb: securely anchor and fasten replets to building construction. Seal .joints with sealant as speci- fied in Section 07920. 2. Flashinos: Provide miscellaneous flashinos as detailed on drawings: include all fasteninos and accessory items noted. 3. Roof Penetrations: Fabricate vent Pipe and roof drain flash- /nos of lead; 4" rninirnurn base flange for vent pipe and 12" rninirnurn base flange for roof drain. 4. Counterflashings: Form separate counterf1ashings as detailed; provide widths to overlap base flashinos by at least 4 "; shop -form all joints, angles and corners: provide matching joint covers where required; make previsions for expansion and contraction. F. Gutters: Fabricate to detail; loin sections with tongue and groove slip joint and fill with plastic cement. Hang with stock pattern hangers; place hangers near ends of gutter and not over 36" apart between; secure to roof deck with 2 screws of same material as nutter. G. Scuppers and Conductor Heads: Fabricate to detail: incorporate back flange into roofing: make watertight. H. Downspouts: Lock and seal lc'ngitudinal joints. Secure to wall with clips as indicated spaced not more than 36" apart: fasten to wall with screws of proper type. Provide removable basket type, 1/4" mesh, 14 gauge wire galvanized steel strainers: install in each drain cutlet; fit tightly. I. Copings: Fabricate to detail: install in accordance with . approved shop drawings. 3. Touch -Up, Coated Metal: Touch up all places where finish has been damaged. and all exposed fastening devices with manu- facturers' touch -up paint in color to match finish. END OF SECTION PART 1 GENERAL 1. 01 QUALITY ASSURANCE PART 2 PRODUCTS 2.01 MATERIALS 2.02 PROTECTION OF DISSIMILAR METALS BOEING CAFETERIA 09-012 SECTION 07722 PAGE 1 ROOF HATCHES A. Guarantee: Roof hatches are part of the watertiDht integrity of the proiect and as such shall be guaranteed for 5 years. 1.02 SUBMITTALS A. Shop Drawings: Submit for approval : show complete detai is of fabrication and installation: anchorage to structure. ioints . and fastenings, and finishes. B. Product Data: Submit manufacturers' published literature for specified products and accessories as applicable. including manufacturers' specifications, physical characteristics and performance data. Submit as a supplement, manufacturers' in- structions and directions for application if not included in manufacturers' published literature. A. Type and Manufacture: Bilco Type 8-20. or approved. B. Curb: Height. 12 ". Farris of 14 paupe galvanized steel with 3-1 /E" fiance for attaching to roof deck. Integral metal cap flashing of same material, fully welded at corners. 1" thick rigid Dlass fiber insulation. C. Hardware: Heavy pintle hinges, compression spring cDerators • enclosed in telescopic tubes. positive snap latch with turn handle inside and outside. padlock hasp on inside. automatic' hold- c'pen.arm with grip handle. D. Primer: As specified in Section 09900. Apply to galvanized steel surfaces. A. Protection: Protect two ad i acent dissimilar met a i s from elec- trolytic action by two•heavv coats of zinc - chromate primer to contact surfaces. PART 3 EXECUTION 3. 01 INSTALLATION A. Install where indicated in accordance with approved shop draw- - inas and manufacturer's directions: take Particular care to maintain the watertight integrity of the roofing membrane. Anchor curb to structure securely in accurate location. plumb and level: install cover and cceratino hardware. Ad must hard - ware to operate perfectly: leave hatches fully installed. water- tight, and clean. END OF SECTION BOEING CAFETERIA 09-012 SECTION 07722 PAGE ROOF HATCHES 1 1 1 1 1 PART 1 GENERAL 1.01 REFERENCE STANDARDS BOEING CAFETERIA 09-012 SECTION 07800 PAGE 1 SKYLIGHTS A. Conform with reouiremerts of the following Reference Standards. as suoolemented and modified hereinafter. 1. National Association of Architectural Metal Manufacturers (NAAMM) Architectural Metal Finishes Manual. 1.02 QUALITY CONTROL A. Guarantee 1. Skylights are Part of the watertight integrity of the oroleot and as such shall be guaranteed for 5 vears. 1.03 SUBMITTALS A. Shoo Drawings: ' Submit for aooro*a1: show oomoletedetails of fabrication and installation: anchorage to structure. .1oints and fastenings, and finishes. \ ` ' B. Design' Calculations: Submit for aporoval with shoo drawings. C. Product Data: Submit manufacturers' published literature for specified oroduots and aooessmries as aon1icabls». including manufacturers' soeoifioations, physical characteristics and performance data. Submit as a suoolement" manufacturers' in- structions and directions for aoolic/ation if not included in ( manufacturers' published literature. 1.04 COLOR AND FINISH STANDARDS ..' A. Aluminum: For eVoosed aluminum surfaces orovide AA-M11C22A41 \ clear anodized finish. )` PART 2 PRODUCTS 2.01 PLASTIC SKYLIGHTS A. 'Manufacturer and Tvoes: Wasco Products SkYdome brand units Model C9-36, or approved. Provide 9" high curbs. 2.02 PLASTICS l ( A. For Plastic Skylights: Wasoo Products #2447 white acrylic dome. B. Thickness of acrylic shall be as recommended by skylight ' manufacturer. C. 0 3 ACCESSORIES A. Provide all necessary accessories as required for the installation of skylights. PART 3 EXECUTION 3.01 INSTALLATION A. Install where indicated in accordance with approved shoo drawings and manufacturer's directions: take particular care to maintain the watertight integrity. B. Install acrylic plastic as recommended by manufacturer. 3.02 PROTECTION OF ALUMINUM A. Apply zinc? chromate primer . to car,tact...surfaces . of alurninurn in contact with wood, plaster. concrete or masonry. ..,Provide 2 heavy coats of zinc-chromate. primer to contact,. surfaces of aluminum in contact with dissimilar metals: 1 coat 'may be applied to each surface at Contractor's option; paint. is in addition to shoo coat an steel: where isolating or oasketing tape is indicated. or where factory - applied coating is applied an aluminum. ,primer may be omitted. 3.03 TESTING A. Test skylights for water penetration by water,- sor.ay:rnethod as directed by. Construction Manager. 3.04 CLEANING BOEING CAFETERIA 09 -012 SECTION 07G00 PAGE SKYLIGHTS A. After erection. clean all exposed surfaces. inside and out: polish and leave completely clean. END OF SECTION PART 1 GENERAL 1.01 DESCRIPTION 1.04 QUALITY ASSURANCE 1.05 SUBMITTALS BOEING CAFETERIA 09-012 SECTION 07920 PAGE 1 SEALANTS AND CAULKING A. Provide sealing materials for installation where soecified in other sections of these Specifications or where noted on drawings. Except where otherwise reouired by Specifications or where indicated provide the following types of sealants. 1. Exterior Joints: 2-oart urethane sealant. 2. Interior Joints: Acrylic-emulsion sealant. 3. Joints in Walking Surfaces: 2-part self-leveling urethane sealant. 4. Sheet Metal Joints: Butyl sealant. 1.02 RELATED WORK A. Section 07410: Sealant for manufactured roof and wall oanels^ 1.03 SAMPLE INSTALLATION A. Sample Joints: Prior to orooeeding with sealing work. orime and seal representative joints of each type encountered on the oroject as selected by Construction Manager: demonstrate adhesion and other performance characteristics for the in- soeotion and aooroval of Construction Manager orior to oro- ceeding with work. A. Installer: Work oerformed by euoerierced craftsmen experienced in the field application of the soecified sealant materials. B. Warrantv: Sealing is a part of the watertight integrity of the pro)ect and as such shall be warranted for 3 years. A. Certificates: Submit certified cooiee of tests by indeoendert laboratories showing conformance with soecified minimum oer- formanoe characteristics: all sealants must conform to. or exceed, soecified characteristics. unless such deviations are aoproved by the Construction Manager; obtain aooroval of test data orior to orooeeding with the work. B. Product Data: Submit manufacturers' oublished literature for soeoified oroducts and accessories as applicable. including manufacturers' soeoifioations, physical characteristics and oerformance data. Submit as a supplement. manufacturers' in- structions and directions for aoolioation if not included in manufacturers' oublished literature. • 1.06 COLOR BOEING CAFETERIA 09 -012 SECTION 07920 PAGE 2 SEALANTS AND CAULKING A. Provide sealant material of approximate color to rnatch ad iacent surfaces as approved frr_,rn samples: custom color mixes. if re- ouired for approved rnatch: obtain approval of color before pro - ceedina with work. 1.07 HANDLING A. Shipping and Storage: Deliver materials in unopened con- tainers with manufacturer's labels thereon: do not remove labels. Stare in warm dry place: protect from damage or contamination until installed. B. Precautions: Do no work of this section when ambient temper- ature is below 40°F: do no work of sealing when surface are wet from rain. or atmospheric dampness. PART 2 PRODUCTS 2.01 JOINT SEALANTS A. Provide only materials certified as "new ". fresh and manufac- tured within the limits of the manufacturer's stated Dc.t life for the rnaterial. B. Two -Part Urethane Sealant: ASTM C920. Type M. Grade P or NS. Class 25. C. Two -Part Self - Leveling Urethane Sealant: ASTM C920. Type M. Grade SL. Class 25. M D. Butyl Sealant: Manufacturer's standard ore -part. nr_.nsag. solvent-release-curing. polymerized butyl sealant cornplyino with FS TT- S- 001657 for Tvpe I and formulated with minimum of 75% solids to be nonstainino, paintable. and have a tack -free time of 24 hours or less. E. Acrylic - Emulsion Sealant: Manufacturer's standard. one-Part. nonsag, acrylic. mildew- resistant. acrylic emulsion sealant complying with ASTM C834. formulated to be oaintable and rec- ommended for exposed applications on interior 'and on protected exterior exposures involving joint movement of not more than ± 5./ 2 .02 ACOUSTICAL SEALANTS A. Trernco Acoustical Sealant. or approved. Synthetic rubber based nc'nhardenino, nonskinnino. nonstainino sealant. 2.03 OTHER MATERIALS A. Provide all materials and eouiDrnent or tools necessary for complete and satisfactory installation of materials in watertight applications. including the following., BOEING CAFETERIA 09-012 SECTION 07920 PAGE 3 SEALANTS AND CAULKING 1. Primer: Provide Drirner material made or recommended by manufacturer of sealant material for the conditions of the application: submit list of materials proposed and obtain approval prior to application. 2. Filler for Expansion Joints in Exterior Slabs: Preformed nonextruding resilient material: ASTM D1752. Type •I. V" wide by depth required to bring too surface to within Y2" of slab surface. or as indicated. 3. Other Backer Rod and Joint Filler Material: Expanded closed cell polyethylene, neoprene, urethane or butyl rod stock: size 1 /3•1arger than width of joint. Foamed Polystyrene or open cell material will not be accepted. PART 3 EXECUTION 3.01 APPLICATION A. Mix and apply sealing materials in strict accordance with manu- facturer's directions and recommendations for the condition of the application: seal faints before paint is applied. B. Preparation: See that ,pints are clean. dry and ready to receive application of sealing materials: remove Protective coating from metal surfaces, apply masking around joints to prevent staining or defacing adjacent materials. C. Joint Backing: ,Install backer rods and filler material in accordance with manufacturer's directions: Provide in as long lengths as practicable: stretch and force into joints with proper tool: install to uniform depths as indicated. Install filler material in faints to receive sealant where joints are 1/2" or rnc're deep. Install backer rods in all other joints to receive sealant. D. Priming: Apply Primer to contact surfaces to be sealed in accordance with manufacturer's directions: apply proper primer compatible with sealant material: apply full strength and un- diluted in uniform coating over surface. E. Sealing of Joints: Before applying and final sealing materials, replace any masking torn or damaged and verify that surfaces are Properly primed and ready for application • of the material. Apply material with tools and eauiDrnent designed for its application: filling all ioints and voids solid. superficial painting with skim bead will not be accepted. For exposed joints, recess sealant to a depth of 1/4" rninirnwn. Leave. all ioints completely sealed watertight, clean. neat , uniform and smooth. 3.02 APPLICATION OF ACOUSTICAL SEALANTS A. Apply sealant with hard or power pun; apply only full beads: skim beads w i l l not be accepted. BOEING CAFETERIA 09-012 SECTION 07 920 PAGE 4 SEALANTS AND CAULKING B. Extent: Aoolication of acoustical sealant at partitions is specified with the partition systems elsewhere: in addition apply sealants to perimeter ioirits around electrical outlets. switches and similar penetrations in partitions. • C. Precautions: Apply sealant in unexposed locations only: maximum ioint size allowable of 3/4" by. 1/2". 3.03 CLEAN -UP A. Upon completion remove and dispose of masking materials: remove any,excess •sealing materials: clean adiacent.surfaces of any sail or stain resulting from sealing operations. END OF SECTION PART 1 GENERAL L - PART 2 PRODUCTS [ ( 1.7 1.01 REGULATIONS BOEING CAFETERIA 09-012 SECTION 08110 PAGE 1 STEEL DOORS AND FRAMES A. Conform to reouirements of Uniform Buildino Code. Provide U.L. labels for fire-rated doors and frames. where and of class indicated: conform to NFPA 80 reouirements. 1.02 • REFERENCE STANDARDS A. Conform with Steel Door Institute Specifications. hereinafter called SDI. as modified and suoolemented hereinafter. 1.03 SUBMITTALS A. Shoo Drawings: Submit for aooroval: show reinforcements. Joints. welds. anchors, orovisions for hardware and other pertinent items. B. Product Data: Submit manufacturers' oublished literature for soecified products and accessories as applicable. including • manufacturers soecifioations. physical characteristics and oerformance data. Submit as a suoolement. manufacturers' in- structions and directions for aPolication if not included in Manufacturers' oublished' literature. C. Certif1rate: Furnish letter from manufacturer statinq that doors and frames delivered to the oro)eot conform with the Contract Document reouirements. 2.01 STANDARD DOORS AND FRAMES A. Provide standard doors 'and frames. except orovide modified doors. frames and accessories as indicated or soecified. B. Flush Doors: Conform to SDI 100. Grade III. Model 2 full flush. C. For exterior doors provide polystyrene rigid insulation core. D. Frames: Provide frames where indicated. including frames and glass stoos for relights. Conform to SDI 100. for Grade III door; welded type steel frames. E. Exterior doors and frames shall be hot-dio galvanized: AGTM A525. A60: pickle after galvanizino. F. Primer: As specified in Section 09900. BOEING CAFETERIA 09 -012 SECTION 08110 PAGE STEEL DOORS AND FRAMES G. Other Materials: Provide all ether materials. eauiprnent. tools. and methods reauired for completion of the fabrication. erection. and finishing of steel hallow metal doors. and frames as indicated. H. Glass Stops: Anemostat Model FP--1E3. or approved. 2,02 FABRICATION A. Execute in strict accordance with best steel cabinet crafts - rnanship: cut. punch. form and miter to hairline measurements: reroll. hammer level. and straighten steel for flat surfaces: fabricate work to be strong, rigid and neat in appearance. free from warpane and buckle: make corner bends true. straight, and to rninirnurn radius for gauge of metal. Make exposed Joints practically invisible: use welding wherever passible in prefer- ence.to screws. bolts and nuts: grind, fill and dress all welds smooth. B. Tolerances: Provide edge clearances as fellows. 1. Between steel doers and frames. at heads and iambs: 1/8 ". 2. At sills. where no threshold is used: 3/8" maximum. C. Close top edge of exterior door flush with inverted steel channel closure. Seal ioints watertight. D. Provisions for Hardware: Mortise. reinforce and tap doors and frames at factory for hardware: do work to template furnished by hardware supplier as specified in Section 08710: drill for doer silencers as reauired: provide plaster wards at • strike pockets and door silencer locations. E. Reinforcement for Hardware: Conform with Reference Standards. Soot weld reinforcements to doers and frames in accurate locations. F. Miscellaneous: Provide reinforcement for closers. whether or not. closers are listed in hardware schedule. G. Floor Anchors: Clip angles. not lighter than 14- gauge. welded to bottom of each iamb: provide with. extensions and holes to receive floor fasteners: arrange for field adiustrnents as reauired. H. Wall Anchors: Provide 1 anchor for each 30" of height. but not less than 3 for each iamb, unless otherwise indicated. 1 . Steel Stud P a r t i t i o n s : Frame stiffeners. 18 -g auge anchor clips: weld to frame Jambs; tack weld to.stud ad,sacent to opening. 2. Concrete Walls: Frame stiffeners of 2" cold- rolled channels with galvanized finish:. punch stiffeners to receive anchors and weld. Provide Wei -It Flat head. nose action expansion screws. 3/8" diameter .by 4y2" length. For frarnes over 48" wide. provide anchors and stiffeners on 36" center at head: locate st i f fer►ers and anchors near floor. at Jambs. near corners at head. i > t 1 1 1 1 1 1 r r • J. Door Finishes: Apply 1 coat surfaces. 2.03 LOUVERS A. As specified in Section 10205. PART 3 EXECUTION 3.01 ERECTION f END OF SECTION BOEING CAFETERIA 09 -012 SECTION 08110 PAGE 3 STEEL DOORS AND FRAMES I. Frame Finishes: Shop-finish inside of frames to be grouted with coat of water- resistant bituminous paint. Apply 1 coat of specified primer to excused surfaces. specified primer to exposed A. Grout door frames prior to installation with fast setting plaster mix, taping compound or mortar as appropriate to type c' f installation. B. Install frames in accurate locations as indicated. pl urn b. rigid and in true alignment; secure frames to floors with expansion bolts, set in lead shields or power,-driven anchors; brace frames to retain position and continuously check alignment during . Construction of adjacent walls. Adjust frame locations using shims as necessary before fastening. secure to wall construe - ticm .arid seal joint of adjacent construction with sealant sDecified.in Section 07920. Install doors with proper clearances. Adjust hardware. as'requ.tired. PART 1 GENERAL 1. G1 RELATED WORK A. Section 10205: Door louvers. 1.02 REFERENCE STANDARDS BOEING CAFETERIA 09-012 SECTION 0 210 PAGE 1 WOOD DOORS A. Conform with reouirernents of the following Reference Standards. 1. Architectural Woodwork Institute (AW I) Architectural Wood- work Quality Standards. 1.03 QUALITY ASSURANCE A. Submit manufacturer's duly executed door warranties: provide for replacement, plus rehanging and refinishing at no addi- tional cost to the Owner. 1.04 SUBMITTALS A. Shoo Drawings: Submit for approval: show construction. dimen- sions. cutouts. preparation for hardware. as scheduled: iden- tify doors by both door schedule and Hardware schedule numbers. B. Certificate of Conformance: Furnish certification stating that doors conform with Contract Document requirements. C. Product Data: Submit manufacturers' 'oublished literature for specified products and accessories as applicable. including manufacturers' specifications, physical characteristics and performance data. Submit as a supplement, manufacturers' in- structions and directions for application if not included in manufacturers' Published literature. 1.05 COLOR AND FINISH STANDARDS A. Colors of vision light frames as selected by Construction Manager from the manufacturer's custom colors. PART 2 PRODUCTS 2.01 MATERIALS A. Flush Doors 1. Grade: AWI Premium grade. 2. Faces: Any close -grain hardwood of mill option. 3. Construction: Solid core. Type I glue. B. Vision Light Frames (Glass Stops): Anemostat Model FP-18. or approved.. 2 . 0 2 �. FABRICATION PREFITTING BOEING CAFETERIA 09-012 SECTION 08210 PAGE 2 WOOD DOORS C. Lock Blocks and Hardware Reinforcement: Solid wood mill option species: provide in core construction. A. Tolerances: Fabricate doors to the followino tolerances. Thickness as scheduled. plus or minus 1/16": souareness. all four corners souare to within 1/8" when measured on a diagonal .from 0000site corners in accordance' with Reference Standards: no warp. bow, cup or twist exceeding 1/4" in , plane of. door when measured in accordance with Reference' Standards. A. Prefit and bevel doors to 1/8" clearance at too and 3/8" at �bottom. unless noted otherwise on drawings for "undercuts" or other deviations, in fit. Prefit doors' to scheduled sizes and specified clearances within 1/32" tolerance" •olus or minus. B. Preparation for Hardware: Factory orepare doors to receive finish hardware' as soecified in Section 08710: accurately drill, mc*-tise, bevel or otherwisework•doors to temolate for soeoified hardware. C. Cutouts: Make all cutouts for. glazing and louvers where indi- oatedm orovide all reouired •moldings^ D. Ppehangn": Doors may be.prehung at Contractors option. 2.04 PREFINIGHING . . A. • Doors may be prefinished at the Contractor's ootion: finish doors as soeoified in Section 09900. PART 3 EXECUTION 3.01 INSTALLATION A. Installation of doors is soeoified in Section 06200. END OF SECTION • • | ' • PART 1 GENERAL 1.01 DESCRIPTION A. Provide access doors wherever any valves. taos, air solitter dampers- cleancuts. and other control items of mechanical and electrical work are oonoealed in walls or ceiling construction, and where indicated. 1.02 SUBMITTALS |. Product Data: Submit manufacturers' oublished literature for soeoified oroduots and ,accessories as aoplic:able. including manufacturers' soeoifioations. physical characteristics and oerformanpe data. Submit as a suoolement. manufacturers' in- structions and directions for 'application if not included in manufacturers' oublished literature. PART 2 PRODUCTS 2.01 DOORS A.. Non-Rated: Milcor Flush Panel Access Dours" or approved; Styles as reouired for the condition of installation. B. Sizes: 24^ x 24w. unlessotherwise required or as indicated. 2.02 ACCESSORIES A.,: Provide all necessary accessory items asreouired fOr instal- lation and ooeration ofdoco°s. PART 3 EXECUTION 3.01 INSTALLATION A. Install doors in accordance with manufacturer's instructions: adjust doors for oerfeot ooeratior. END OF SECTION BOEING CAFETERIA 09-012 SECTION 08305 PAGE 1 ACCESS DOORS PART 1 GENERAL 1.01 DESCRIPTION BOEING CAFETERIA 09-012 SECTION 08410 PAGE 1 ALUMINUM ENTRANCES. STOREFRONTS AND WINDOWS A. Provide aluminum entrances. storefronts and windows as indicated. 1.02 RELATED WORK A. Section 08710: Finish hardware. 1.03 DUALITY ASSURANCE A. Fabricator /Installer: Must be experienced in the fabrication on and working of Architectural metalwork of the highest a'.tality: roust have plant, facilities. and personnel adea'.tat a for the satisfactory production of rea u i red components. B. Guarantee: Storefront and window fabrication. installation and glazing are a part of the watertight integrity of the prr_'iect and as such shall be guaranteed for 5 years. For insulating glass warranty refer to Section .08800. 1.04 SUBMITTAL A. Shoo Drawings: Submit for approval: show full-size detail of sections, complete details of fabrication. wind load charts: show clearances with other items of work. B. Samples: Submit samples of metal members 'for aluminum doers and window frame sections: full size by 24 ". length showing profiles and finishes. C. Product Data: Submit manufacturers' published literature fo_'r specified products and accessories as applicable. including manufacturers' specifications, ohys i ca l characteristics and perfcn^rnance data. .Submit as a suuoplement. manufacturers' 'in- structions and directions for application if not included in manufacturers' published literature. 1.05 COLOR AND FINISH STANDARD A. Aluminum: For exposed aluminum surfaces provide Atochern North America Kvnar 500. PPG Industries D'.tranar finish. or approved. Colors as selected by Construction Manager (a different color will be selected for glazing beads). B. Other Items: As selected by Construction Manager. PART 2 PRODUCTS 2.01 MATERIALS 4.03 FABRICATION PART 3 EXECUTION 3.01 INSTALLATION BOEING CAFETERIA 09-012 SECTION 08410 PAGE ALUMINUM ENTRANCES. STOREFRONTS AND WINDOWS A. A1urnir►urn: Extruded shapes of appropriate alloy and temper: sizes and shapes as indicated to match existing: 1/8" minimum wall thickness. B. Sealants: Provide sealant as specified in Section 07920. 2.02 DOORS. FRAMES AND WINDOWS A. Manufacturer and Type: Herzog Aluminum Series 4000TB framing, and medium stile doors. or approved. Sizes as indicated. Provide weatherstripping for doors as standard with the manufacturer. Provide s1coinci glazing beads. A. r)c,crs: Fabricate doors with extruded section on stiles and rails with corners rigidly ioined and welded: make Provisions for ether hardware to template. B.• Frames: Provide reinforcements for strength and rigidity and for hardware. C. Workmanship: Free from rears and buckles : angles clean. sharp . and true with all 'dints precision fitted. Make connections with concealed fastenings wherever possible. Fabricate all work with allowance for expansion and contraction: assemble to be permanently watertight. D. Protection of Aluminum: Apply zinc-chromate primer to contact surfaces of aluminum in contact with wood. or concrete. Pro- vide 2 heavy coats of zinc - chromate primer to contact s►.trfades of aluminum .in contact with dissimilar metals; 1 coat may be applied to each surface at Contractor's option: Paint is in addition to shoo coat on steel; where isolating or gasket inp tape is indicated, or where factory• - applied • coating is applied on aluminum. primer may be omitted. A. Erect members in prepared openings where indicated with all rnernbers level. souare. plumb. at Proper elevations as indicated and in true alior►rner►t with ether construction: rir?idly attached to structural elements of the building: install hardware to template as indicated or as repuired for satisfactory opera- tion. BOEING CAFETERIA 09 -012 SECTION 08410 PAGE 3 ALUMINUM ENTRANCES. STOREFRONTS AND WINDOWS 3.02 CLEANING A. Uaon corno l et i c'n. clean all surfaces . free from dirt.. stains. or other defacing marks and materials: leave all exposed surfaces free from scratches. dents. and ether defects. free from soil •and polished. • END OF SECTION D00 FRAME RATING G REMAF :00 e'.0 A /O ' A A:;iC', 1 .A.L:t! — I01 '}'•0 r!/J7 4 rim - la ='.o' x V .o' 3 ,:Gov 5 -- j -1r1 — 14Cs. Gd. ?:C "x 44' ., rfr1 -r" _ • I -?' J#'..Jri 4 ALI.Iti — ter- 0 , ;:'f' X '2:'4" r , PSI — i ✓ ; f .0 A 4,...o 1 A4- Jr#1 A.A:. — :�-�. � ; -o x 0' 10 i — — ,c rrrCr. T-1 . ".. /•% Co .�� "'p� — I D>3p -''O'' X 3' , 0 4 e■✓ CO I — ! OM *'-o" A ' - eii, Co 1 — c>1 r'.0" x ,' -O' _ ' I b .._ ,K7 71X 'd .-0. x 3 .0" WP -- Ie+- 1-'-o" A v•Q. r+G�� ' fe,v — , I� •7'$ 4, -: - ; 4, -: - ; a I I - i • '" J -0' xv.o. :� rri $ w - I ! g 7 ' 4 aC 6 ^ -r, .3 I M — :4•.)cr 7a9P r 1 .. 1 1 s f• l d t • i 00 1i. 1 .1 13:37 FAX 206 885 6110 NY APMOVED uuurt OATE KR.ACSE &SCHEELAR SCHEDULE. REV75ION QJ 002i 011 6Y OJ•17-94 13:38 FAX 208 885 8118 KRAUSE &SCHEELAR 003/011 PART 1 - GENERAL EOEING CAFETERIA 09 -0012 SECTION 08710 PAGE 1 FINISH HARDWARE 1.01 SCOPE A. Work under this section includes the finish hardware requirements for the project. Items not specifically mentioned but necessary to complete the work shall be furnished, matching the items specified in, quality and finish. Requirements of division 0 and division 1 apply to work in this section. 1.02 QUALITY CONTROL A. SUPPLIER: Finish hardware shall be supplied by a recognized builders' hardware supplier who has been furnishing hardware in the same area as the project for a period of not less than two years. The suppliers organization shall include a member of the American Society of Architectural Hardware Consultants who is available at all reasonable times to meant with the owner, construction managers, or contractor for project hardware consultation. B. INSTALLER: Finish hardware shall be installed only by experienced tradesmen in compliance with trade union jurisdictions, either at the door and frame fabrication plant or at the project site. Installation of hardware covered in section 06200. C. CODES: 1. All finish hardware shall comply with all current applicable local and /or state building codes. 2. Hardware for fire rated openings shall be in compliance with all fire building codes applicable to the district in which the building is located. Provide only hardware which has been tested and listed by U.L. for the types and sizes of doors and door frame labels. c00 1790 13:38 FAX 206 885 8118 KRAUSE &SCHEELAR Z004/011 BOEING CAFETERIA 09 -0012 SECTION 08710 PAGE 2 FINISH HARDWARE WC^ == =1CTMMW ma=il OS= �� +�OQgCl 1.03 SUBMITTALS A. MANUFACTURER'S DATA: Submit three copies of manufacturer's data for each item of finish hardware. B. HARDWARE SCHEDULE: 1. Within 10 days from receipt of purchase order, submit six (6) copies of the finish hardware schedule, organized into hardware sets and indicating complete designation of every item required for door or opening. List in vertical form. Review of hardware schedule does not relieve contractor of responsibility to fulfill protect requirements in accordance with contract documents. 2. After schedules have been reviewed submit four (4) copies of corrected schedules and one (1) copy of catalog cuts of each item and installation and maintenance instructions. C. TEMPLATES: Furnish hardware templates for fabricators of doors, frames, and other work to be factory prepared for hardware. Upon request, check shop drawings of such other work to verify that adequate provisions will be made for the proper installation of hardware. 1.04 PRODUCT HANDLING AND STORAGE A. PACKAGING: Each item of package is to be separately tagged with identification related to final hardware schedule. Basic installation instructions shall be included. B. STORAGE: Provide locked room at the 3obsite for storage of hardware. 1.05 GUARANTEE 1 A. Finish hardware shall be guaranteed against defects in workmanship and operation for a period of one year, backed by a factory guarantee of the hardware manufacturer. Door closers shall be so guaranteed for five year%. No liability shall be assumed by the hardware supplier where product failure is due to improper installation or failure to exercise normal maintenance. e 09.1 791.1 13:38 FAX 206 885 8116 KRAUSE&SCHEELAR 005%011 BOEING CAFETERIA 09 -0012 SECTION 0B710 PAGE 3 FINISH HARDWARE = c= asaaaammtumaftrazsm=c 9sss =ourC=c====c2mseecaammunnanuma PART 2 -- PRODUCTS 2.01 MANUFACTURERS A. Items used are from the catalogs of: Hager Von Duprin Sommer Builders Brass Works Rixson Pemko Yale S. Except as shown in the following paragraphs, no other substitutions are allowed. 2.02 BUTTS A. MANUFACTURER LISTED: Hager B. ACCEPTABLE SUBSTITUTIONS: Lawrence, Stanley. C. For unusual size or weight doors, furnish type, size and quantity recommended by the butt manufacturer. D. All outswing lockable doors to have non - removable pins (NRP). 2.03 LOCKSETS A. MANUFACTURER LISTED: Yale B. ACCEPTABLE SUBSTITUTIONS: None C. All lockets and latchsets shall be the product of one manufacturer. 2.04 STOPS, HOLDERS AND MISCELLANEOUS. A. MANUFACTURER LISTED: Builders Brass Works. Overhead stops shall be Rixson 1 series concealed. B. ACCEPTABLE SUBSTITUTIONS: Glynn.- Johnson, Quality, Trimco. C. Where wall stops are not applicable, furnish floor stops or vise-versa. Provide proper height floor stops to suit conditions. Contractor to provide solid backing for all wall mounted stops. U9 ..17..9U 13;39 FAX 208 885 8118 KRAUSE &SCHEELAR Z008/011 BOEING CAFETERIA 09-0012 SECTION 08710 PAGE 4 FINISH HARDWARE 2.05 KEYS AND KEYING A. Provide cylinders Yale "Q" bitted 6 pin, in sections as required by Boeing Lock and Key Service. 2.06 PAIRS OF DOORS A. When more than one door per opening, provide quantity of items specified as necessary for a complete opening. 2.07 HARDWARE GROUPS HW -1 EACH TO HAVE: 2 FLOOR HINGES 27105 SHO X CC LFP 4 INT. PIVOTS M19 26D 1 CYLINDER 1152 26D 1 PANIC BOLT 5547TL 26D 1 PANIC BOLT 5547E0 26D 2 PULLS 2958 32D 2 0.H. STOPS 1 -031 26D 1 THRESHOLD 3 X 700 AL i WEATHERSTRIP BY DOOR SUPPLIER HW -2 EACH TO HAVE: 1 FLOOR HINGE 27105 26D X CC LFP 1 INT. PIVOT M19 260 1 PANIC BOLT 55NL 260 O.H. STOP 1;031 26D THRESHOLD 3 X 700 AL WEATHERSTRIP BY DOOR SUPPLIER UP 1 7:90 13:39 FAX 206 885 6116 KRAL'SE &SCHEELAR Qb 00 7 / 011 BOEING CAFETERIA 09 -0012 SECTION 08710 PAGE 5 FINISH HARDWARE HW -3 EACH TO HAVE: 1 -1 /2 PAIR HINGES 1191 26D 5 X 4 -1/2 NRP 1 LOCKSET LF5405 26D 1 WALL STOP W12X 32D 1 THRESHOLD 171A MS & ES 1 WEATHERSTRIP S8BD HEAD & JAMBS 1 SWEEP 315CN HW -4 EACH TO HAVE: 1 -1 /2 PAIR HINGES 881279 4 -1/2 X 4 -1/2 1 PUSH PLATE 47 4 X 16 32D 1 PULL PLATE 57N 3 -1 /2 X 15 32D 1 CLOSER 400 AL 1 KICK PLATE 285 10 X 1 -1/2" LTDW CAS 1 WALL STOP W12X 32D HW -5 EACH TO HAVE: 1 -1/2 PAIR HINGES 221279 26D 4 -1 /2 X 4 -1/2 1 DEADBOLT 8715 26D 1 PUSH PLATE 47 4 X 16 320 1 PULL PLATE 57N 3 -1 /2 X 15 32D 1 ARMOR PLATE 285 36 X 1 -1/2" LTDW CAS 1 ARMOR PLATE 285 6 X 1" LTDW CAS 1 WALL STOP /HOLDER F823X 26D HW -6 EACH TO HAVE: 1 -1/2 PAIR SPRING HINGES 3029 6 X 4 -1/2 2 ARMOP,'PLATES 2 WALL STOPS 285 42 X 1 ". LTDW CAS W12X 32D HW -7 EACH TO HAVE: 1 -1/2 PAIR HINGES 1279 26D 4 -1/2 X 4 -1/2 1 LOCKSET MOP.8708 26D 1 WALL STOP W12X 3ED HW -8 EACH TO HAVE: 1 -1/2 PAIR HINGES 1279 26D 4 -1/2 X 4-1/2 1 PRIVACY MOR8702 260 1 WALL STOP W12X 320 HW -9 EACH TO HAVE: 3 PAIR HINGES 1279 24D 4 -1/2 X 4 -1/2 1 DEADLOCK 8715 26D 1 FLUSH CUP PULL 315 26D 09 17 :90 13:39 FAX 208 885 8118 KRAUSE &SCHEELAR Z008/011 90EING CAFETERIA 09 -0012 SECTION 08710 PAGE 6 FINISH HARDWARE = =ri=ft === == = == ___ = = = = == = = = == == 09.17.9u 13 :40 FAX 206 865 6116 KRAUSE &SCHEELAR BOEING CAFETERIA 09 -0012 SECTION 08710 PAGE 7 FINISH HARDWARE HW -10 EACH TO HAVE: 1-1/2 PAIR HINGES $81191 26D 4-1/2 X 4 -1/2 NRP 1 LOCKSET M0R8705 26D 1 CLOSER 440 AL 1 THRESHOLD 171A MS & ES 1 WEATHERSTRIP seep HEAD & JAMBS 1 DOOR SWEEP 315CN IJ009 /011 U9'17'91) 13:40 FAX 206 885 6116 KRAUSE &SCHEELAR G/1010/011 BOEING CAFETERIA 09 -0012 SECTION 08710 PAGE 8 FINISH HARDWARE a * ============-= PART 3 - EXECUTION 3.01 INSTALLATION A. Mount hardware units at heights indicated in "Recommended Locations For Builders Hardware For Custom Steel Doors and Frames" by The Door and Hardware Institute except as specifically indicated or required to comply with governing regulations and except as otherwise directed by the construction manager. 8. Install each hardware item in compliance with the manufacturers instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished in another way, coordinate removal, storage and reinstallation or application of surface protections with finishing work specified in Division 9 sections. Do not install surface mounted items until finishes have been completed on the substrate. C. Set units level, plumb and true to line and locations. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. D. Drill and countersink unit% which are not factory prepared for anchoring fasteners. Space fasteners and anchors in accordance with industry standards. 3.02 ADJUST AND CLEAN A. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Replace units which cannot be adjusted to operate freely and smoothly as intended for the application made. 8. FINAL ADJUSTMENT: When hardware installation is made more'than 30 days prior to acceptance or occupancy of a space or area, readjust and make a final check for proper operation, function and finish of hardware and doors. Adjust door closers to compensate for final operation of heating and ventilating equipment. 09 13:40 FAX 208 885 6118 KRArSE &SCHEELAR END SECTION 08710 BOEING. CAFETERIA 09 -0012 SECTION 02710 PAGE 9 FINISH HARDWARE s roma s=mniammesmamwmaamaamamamm==== aamataaz1naasca C. Instruct owner's personnel in proper adjustment and maintenance of hardware. 10U1i 011 BOEING CAFETERIA 09-012 U SECTION 08800 PAGE 1 U GLAZING 1 PART 1 GENERAL 1.01 RELATED WORK ' U A. Refer to aoorooriate Sections for the Contractor's ootion for shoo plazino of windows. doors. and skvliohts. B. Section 07800: Plastic for plastic skvliohts. - 1.02 REFERENCE STANDARDS K A. Conform with reouirements of Flat Glass Marketino Association (FGMA) 8lazino Manual as the Construction Nanaoer ludoes them aoolioable. U_ 1.03 QUALITY ASSURANCE A. Materials: Maintain orioinal label on each oiece of oIass. U except where cutting makes reouiremerts imoossible: show V ' manufacturer. strenoth" and oualitv of olass on labels. B. Warranty, 1. Glazino of exterior ooeninos shall be warranted for 2 vears. 2. Insulating glass units shall be warranted not to develop K material obstruction to vision as a result of dust or film ' U - ormation on the inner glass surfaces caused by failure of the hermetic seal. or other than throuoh olass breakage, within a 10-year oeriod following installation. Any units U failing to comply with terms of this warranted shall be U replaced at no additional cost to Owner. 1.04 SUBMITTALS A. Shoo Drawinos: Submit for aoopoval: reouired information on glass and glazing may be inooroorated on shoo drawinus submit- tal oertaining to frames at Contractor's ootion. Show sizes 8 ^- and thicknesses of lights. or000sed "bites" in frames. blocks. and clips. installation of stoos, edge treatment of olass: note 1 . ouality. type. and strength of each 1ite. B. Product Data: Submit manufacturers' oublished literature for soeoified oroducts and accessories as aoolicable. including � manufacturers' soecifications"ohysical characteristics. and � oerformanoe data. Submit as suoolement. manufacturers' in- structions and directions for application if not included in manufacturers' oublished literature. 1.05 HANDLING A. Shipping and Storage: Pack nlass. brace. and insulate to ore- � vent breakage. cracking. scratching. or marring of the surface: • damaged glass will not be acoeoted for the orolect. Deliver other materials in urioinal cartons or containers. manufaotur- [ ` er' s labels thereon. B. Protection: Do not mark glass surfaces with cravons or other marking pencils: where warnings are reouired orovide taoes or banners fastened to had framing. Provide masking or other shielding for glass when performing welding or other constrmz- tion.adJaoent to glazed openings: replace glass damaged bv anv Construction method or technioue at no additional cost to Owner" Protect edges at all times to oreserve edge strength: no striking, stoning, nipping, seaming, or grinding will be allowed: orotect edges against abrasions. oressure. and impact. 1.06 COLORS AND PATTERNS A. Tapes and Sealants: As selected by Construction Manager. PART 2 PRODUCTS 2.01 MATERIALS - GENERAL A. Products of the fo1lowino manufacturers are aooroved for use on the oro]eot. The manufacturer's name and the oroduct may aooear in the soecifications: where no manufacturer is named. orovide products on any of the following conforming with the soecified description of the product. 1. AFG Industries - AFG. 2. Hcrdis Brothers - H. 3. Libbey-Owens-Ford Glass - LOF. 4, Ford Glass -- FG. 5. Mississippi Glass - MSG. 6. Pittsburg Plate Glass - PPG. 7. Spectrum Glass Products - SGP. B. Sizes of glass as indicated and thicknesses, as specified or indicated are nominal only: thicknesses ar sub]eot to normal commercial tolerances~ Obtain exact sizes reouired at site or from fabricator of framing construction. C. 1/4" thick. unless otherwise specified or indicated. D. No "tong" marks oermitted. Provide temoered glass where indicated or reauired by code. where indicated or specified. 2.02 GLASS MATERIALS BOEING CAFETERIA 09-012 SECTION 08800 PAGE 2 GLAZING A. Flat Glass: ASTM C1036. unless soecified otherwise. 1. Clear: Type I. Class 1 (clear). Quality o3 (glazing select). B. Clear Tempered •Glass: ASTM C1048. Kind FT (fullv tempered), Condition A (uncoated). Type I. Class 1 (transoarent) . Qualitv 03. 2.03 INSULATING GLASS UNITS A. SIGMA 65-7-2. type 0. B. For Windows and Sidelights 1. Outer pane: 1/4" clear float glass. 2. Dehydrated air space: Minimum 1/2". 3. Inner pane: 1/4" clear float glass. 4. Total thickness: 1 ". 2.04 OTHER GLAZING MATERIALS BOEING CAFETERIA 09-012 SECTION 08800 PAGE GLAZING A. Blocks and Shims: Neoprene or other resilient type as approved: 90 durorneter for setting blocks and 40 to 50 durcurneter for shims. B. Clips: Non- corrosive metal types with rounded edges designed for contacting resilient blacks or shires. not glass. C. Glazing Tape: In accordance with NAANM SS -lb. Class A, reinforced: 98% solid content in accordance with ASTM D898. D. Elastarneric Sealant: ASTM C920. Type S or M. Grade NS. Class 12.5. Use G. E. Compatibility: Provide materials with proven record of compati- bility with surfaces contacted in installation. F. Other Materials: As indicated and as recommended by the plass manufacturer. PART 3 EXECUTION 3. 01 INSTALLATION A. Glazing:' Install plass in oper►ir►ps as indicated in accordance with Reference Standards. except as may be supplemented and modified hereinafter. B. Preparation for Glazing: Check frames to receive glass for souareness and trueness: see that perimeter clearances are sufficient to prevent "point loading", that surfaces are dry, clean. and ready to receive plass and glazing materials. that sash corners are weathert i oht and sill weeped outdoors, that Protective coatings on framing surfaces have been removed. C. Setting Blocks and Shirns: Place setting blacks in frames at quarter paints,arid 6" from corners: install shires continuous allowing for rninirnurn of 1/8" bite on glass. D. Inspection of Edges: Inspect edges for conformance with specifications. BOEING CAFETERIA ('9 -012 SECTION 08800 PAGE 4 GLAZING E. Glazing 1. Glaze in accordance with Reference Standards. Interior Locations: Glaze with glazing tape.. 3. Exterior Locations: Glaze with glazing tare and sealant. unless otherwise specified. 4. Insulating • G1ass: Instal l • in accordance with insulating glass rnar,uf act urer' s recommendations. 3.02 GLAZING SCHEDULE A. Provide glass of types specified at; lc'catic'ns where indicated. 3.'03 CLEANING A. UD4n completion. remove any excess materials. including sealants; general "cleaning and finish cleanup is 'specified elsewhere. END OF SECTION 1 1 1 1 i a 1 i r 1 1' PART 1 GENERAL 1.01 DESCRIPTION BOEING CAFETERIA 09-012 SECTION 09100 PAGE 1 METAL SUPPORT SYSTEMS A. Provide interior non-load bearino metal stud wall and ceilino system as indicated. and ceiling susoension system for gvosum board aoolication. 1.02 RELATED WORK A. Sections 09510: Suspension systems for acoustical oeilinos. 1.03 REFERENCE STANDARDS A. Conform with reouiremerts of the followino Reference Standards. except as modified and suoolemented herein. 1. Specifications for the Installation of Steel Framino Members to • Receive. Screw Attached Gypsum Wallboard and Backing Board. ANSI A97.2. �. Standard Specification for Installation of Steel Framino Members to Receive Screw-Attached Gypsum Wallboard. Backing Board, or Water-Resistant Backinn Board ASTM C754. 1.04 SUBMITTALS A. Samples: Submit samoles of anchors and .ties for aooroval. B. Product Data: Submit manufacturers' oublished literature for • soeoified products 'and accessories as applicable. including manufacturers' apecifioations° Physical characteristics .and performance data. Submit as a supplement, manufacturers' in- structions and directions for aoolioation if not included in manufacturers' oublished literature. PART 2 PRODUCTS 2.01 METAL STUDS AND RUNNERS A. Dimensions as indicated. roll-formed electro_oalvanized steel channel tyoe: 25-gauge. except as otherwise indicated or specified.' • 2.02 FURRING CHANNELS A. * Furring`Channels (for Drywall Attachment); .Hat-shaoed channel with hemmed legs, 7/8" depth, 25-gauge roll_formed eleotro- galvanioed steel, type for drywall attachment with screws. B. Furring Channels (For Carrying Members): Standard 1Y2« deep rust-inhibited cold-rolled steel channels. 2. 03 ACCESSORIES A. Provide all incidental and accessary materials rea'.iired for erectior, of framing systems. including anchors. fasteners and clips as required by Reference Standards. 2.04 FABRICATION A. Fabricate all components of framing systems in accordance with Reference Standards: cut to accurate sizes and lengths as reauired for satisfactory erection as indicated. SPECIAL FEATURES A. Wall Anchor Strips: Custom fabricated charnel- shaped strip for support of wall -hung cabinets and equipment: fabricate from steel conforming to ASTM A446. exceot finished to match adjacent framing members:• not less than 22- gauge: cut flanges as necessary for oassaae over framing members. Drill pilot holes for self - tapping sheetmetal screws. Provide in wall or partition framing system wherever wall-hung cabinets and equipment are indicated.' B. Blocking and Bracing: Wood blocking and bracing, where indicated is specified in Sectior, 0610 :0. Provide metal: blocking and bracing in framed partitions as reouired for rigidity and stability includinp wall stops for •doors and other surfacernounted items. • PART 3 EXECUTION 3.01 METAL STUDS. ERECTION A. A1ion partitions accurately. Secure floor and ceiling runners at 24" centers: use concrete stub nails or Dower- driver, anchors for application to concrete. Generally position studs 16" oc. unless otherwise indicated. Positively anchor studs to runners with 3/8" oar, -head screws through each flange. Locate studs •no more than 2" from all door frames. abutting joints or partition corners. B. Door Frames: Provide 2 continuous studs at door frames: first • stud shall be 20- aaune. C. Anchor Strips: Secure anchor strips to studs. Attachments shall be made by screw- fastening webs of anchor strips to stud flanges. 3.02 CEILING SYSTEMS A. Suspension, System 1. Hangers: Space hangers at 3' oc BOEING CAFETERIA 09 -012 SECTION 09100 PAGE METAL SUPPORT SYSTEMS 1 3. 03 FURRING INSTALLATION A. Provide furring channels where indicated. BOEING CAFETERIA 09-012 SECTION 09100 0 PAGE METAL SUPPORT SYSTEMS 2. Carrying Channels: Space channels at 4' oc. At locations where mechanical ductwork exceeds 4' carrying channels and hangers shall be sized to span the required dimension to clear the ductwork. 3. Furring Channels: Space furring channels can carrying charnels at 16" ac. Securely clip or saddle wire tire in accordance with manufacturer's instructions. Install metal studs for ceiling_ furring members. sizes and spacing as indicated. END OF SECTION / |�. PART 1 GENERAL 1.01 REFERENCE STANDARDS A. Conform to the followino Refererce.Stardards. 1. American Society for Testino and Materials •(ASTM) Standard Specifications for Application and Finishing of Gvosum Board. ASTM C840. • 1.02 SUBMITTALS A. Product Data: Submit manufacturers' oublished literature for • soecified products - and accessories as inoludinp manufacturs"rs' soeoifications, physical characteristics and oerformance data. Submit as a suoolement. manufacturers' in- structions and directions for aoolication if not included in manufacturers' published literature. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. National Gypsum. U.S.Gyosum" Domtar Gyosum America. Bestwall Gyosum. Pabco Produots" or aooroved. 2.02 GYPSUM BOARD MATERIALS BOEING CAFETERIA 09-012 SECTION 09250 PAGE 1 GYPSUM BOARD A. Gypsum Board: ASTM C36. 1. Type X (Special Fire-ResistantY: Tapered edges, 5/8" thick.. B. Water-Resistant G!'osum Backing Board: ASTM C630. 1. Type X (Special Fire-Resistant): Sauare or .tapered edges, 5/8" thio4� Use in moist areas such as toilet rooms. showers. kitchens. ]anitor closets. and where indicated. 2.03 GYPSUM SHEATHING A. T & G or V-)oints on long edges; U.G. Gypsum, Bestwall, Manville, or aomroved: fire-retardant .and moisture-resistant type; thicknesses as indicated; 5/8" thick. 2.04 BUILDING PAPER. A. Fed. Spec. UU-B-790, Type I, Grade D. Style 1: Water Resistance of 60 minutes. 2. 05 i5 SCREWS B. For Trirn and Other Fastenings: As recommended by the manufacturer. 2.06 ACOUSTICAL SEALANT A. As specified in Section 07920. 2.07 METAL TRIM B. Corner Reinforcement: Shape CB -114 x 114. C. Casinos: Shape LC -58 for 5/8" thick board. A. As recommended by manufacturer for intended purpose. PART 3 EXECUTION 3.01 APPLICATION BOEING CAFETERIA 09-012 SECTION 09250 PAGE 2 GYPSUM BOARD A. ASTM C1002. Type "G ", Type "S" or Type "W" steel drill screws. Use specially designed steel screws as recommended by the gypsum board manufacturer for the screw application of gypsum board to gypsum beard or to steel or woad framing. Use screws only. except where nails are indicated or noted. A. Shapes and sizes shown in Reference Standards. formed from zinc- coated steel conforming to Federal Specification 00-S -775. class d or e, not less than 25 gauge, except as otherwise specified. D. Aluminum Moldings and Trirn: Fry Reolet JAM -875, or approved; Provide where indicated. 2.08 JOINT CEMENT AND REINFORCING TAPE A. Comply with applicable reouirernents of Reference Standards. except as herein modified. B. Ensure that insulation is properly placed in partitions. C. Placement of Gypsum Board: Use full- -size sheets of rnaxirnurn practical lengths insofar as practicable. Place boards in moderate contact: do not farce into place. D. Metal Trirn: Use metal casinos at all joints between board and other materials. Use specified metal trim. where indicated. E. Gypsum Sheathing: Apply as specified for Ovpsum board. except space screws at 8" oc along each stud. F. B+uildina Paper: Lay in full rolls and protect from tearing. Lao horizontal joints 2 ". vertical joints 6 ". 4.1 3.02 ACOUSTICAL SEALANT A. Apply continuous bead of sealant to board edges and seal joints between board and abutt inp material in partitions with acoutst i- cal insulat icon. 3.03 JOINT TREATMENT A. All work shall conform to the applicable requirements of Reference Standards and to the recommendations of the board manufacturer. Exposed work shall be free from defects. Tape and cement joints: reinforce corners: fill exposed fastener heads. Fill cracks at electrical outlets and similar for fireproofing. Repeat process as many times as necessary for appearance. Exposed - mints and fasteners shall be smooth and flush with surface of board and invisible after painting or application of wall covering. 3.04 REPAIR BOEING CAFETERIA 09-012 SECTION 09250 PAGE 3 GYPSUM BOARD A. After installation of drywall assemblies and before application of finish painting or other scheduled finish. inspect work for any deficiencies and correct same; leave drywall assemblies complete with trim as indicated, ready for finish painting or other finish treatment as scheduled. END OF SECTION I' THIS SECTION WILL BE SUBMITTED LATER QUARRY TILE: Kara Life 7810: Chinchilla color. 12" x 12 ". CERAMIC TILE: Latcc' Nuance: x 2". USE OF FURAN GROUT WILL BE DISCUSSED BOEING CAFETERIA 09-012 SECTION 09300 PAGE 1 TILE r l i PART 1 GENERAL BOEING CAFETERIA 09-012 SECTION 09510 PAGE 1 ACOUSTICAL CEILINGS 1.01 REGULATIONS i_. A. Conform with reauirements of Uniform Building Cade as pertains to installation of suspended acoustical ceilir►a. For seismic restrair►t comply with UBC Standard 47 -18. 1.02 QUALITY ASSURANCE A. Installer: Must be experienced in the installation of acoustic materials. C1 1. 03 SUBMITTALS A. Shoo and Layout Drawir►ps: Submit shoo and layout drawings for approval: show plans of all ceiling work specified herein with locations of all reauirernents of other trades:. include details of metal suspension systems and anchorage of systems to str►.tc- tore and partitions. and rea ►.tired seisrnic restraints. Submit seisrnic details and State of Washington registered• Structural Engineer's st arnped ca l cu l at i ons. V • B. Samples: Submit samoles of suspensions system. including anchors and ties. and each type of acoustic material Proposed; indicate size. texture.arid finish. Obtain approval•priar to arderino or installing.any•material. I - C. Certification ar" Suspension Systems: S►.tbrnit .written.staternent cent i fvino that ceiling suspension members. handers, and spac- ino will safely support the entire system and result in no de- flection where suppcmtino the specified leading. D. Product Data: Submit manufacturers' published literature for specified products and accessories as applicable. including manufacturers' specifications, physical characteristics and performance data. Submit as a supplement, manufacturers' in- structions and directions for apolicatian if not included in manufacturers' :published literature. 1.04 HANDLING A. Shipping and Delivery: Deliver :materials in protective cartons or cases. fully protected from damage: no board or tile materi- als with gouged faces, chipped or marred edges.: defacing stains or.discaloratians will be accepted: no suspension members with dents or bends out of: plumb. or siur►s of .rust or mistreatment will be accented. 1.05 COLOR STANDARDS A.. Boards: As specified. B. Exposed Suspension Members: Color as specified. PART 2 PRODUCTS 2.01 MINERAL FIBER LAY -IN PANELS BOEING CAFETERIA 09 -012 SECTION 09510 i i PAGE 2 ACOUSTICAL CEILINGS A. A -1: Arrnstrona Arrnashield 818B. or approved: 24" x 24" size: white. B. A -2: Kreuoer Perforated Panel Model 1196 -A. frame type 23. or approved: standard 490 white. 2.02 EXPOSED GRID CEILING SUSPENSION SYSTEM A. Conform to ASTM C635 for Heavy Duty systems. B. Steel 1. USG DX 26 Exposed Tee System. or approved. 2. Formed from commercial Dutality cold - rolled steel. electro- zinc coated and ore- Dainted. Exposed cap finish. low sheer, satin. 2.03 OTHER MATERIALS A. Provide other accessories and materials as indicated or reauired for a complete installation of indicated suspended ceiling system, including hold -dowry clips. B. Wall Moldings: Provide matching metal wall moldings as appropriate. PART 3 EXECUTION 3.01 ACOUSTICAL BOARD CEILING PATTERNS A. Layout and direction of board as indicated. Centered in rooms and spaces. Joints continuous: broken Jointing not approved. Joints parallel to walls of rooms. Perimeter boards not less than 1/2 width of field units in so far as passible. unless otherwise indicated. 3.02 INSTALLATION OF CEILING SYSTEM A. Make orcvisions for installation and support of lighting fixtures. Make provisions for installation of ventilating fixtures. Install material in accordance with manufacturer's orinted instructions and other recommendations applicable to the work. Installation shall meet the reauirernents of ASTM C636 and E580 and the requirements herein specified . BOEING CAFETERIA 09 -01 SECTION 09510 PAGE 3 ACOUSTICAL CEILINGS B. Hangers: No. 12 oar pe galvanized wire minimum. Spacing to meet Building Code requirements, but not over 4' apart. Space such that each individual carrying member has at least 2 sup- ports and that each hanger is not more than 8" from ends. Provide harmer at each corner of each light fixture. Space as required to obtain rigid framing system permanently free of sapping. Locate anchors such that hampers do not interfere with mechanical or electrical wcrk. Do not support frcorn ductwork or pi Ding. C. Carrying Channels: At locations where mechanical equipment above ceiling exceeds that specified spacing. carrying channels and hangers sized to span the required dimension to clear the equipment shall be provided. D. Framing: All metal members. Spacing and sizes as necessary to meet specified requirements. Make main and secondary framing members structurally continuous by positive connectors at all joints and splices. Provide positive alignment and securement of main tees and crosstees. POD rivets at flanges of tees not permitted. E. Leveling: Level after installation to a tolerance of not more than 1/8" in 12'. with handers taut. to prevent subseauent downward movement under ceiling loads. Do not kink or bend hangers as a means of levelino. F. Wall Anchors: Metal nailing channels. all metal nailing plugs, or other approved device. Locate to be invisible after comple- tion of installation. G. Acoustical Units: Install acoustical unit into framing system in direction indicated. Fit lay-in units into Place suffi- ciently situp to Prevent creeping. H. Wall Molding: Install where ceilings meet walls. partitions or other vertical elements to support border units as indicated. 3.03 FINISHED SURFACES A. Clean. undamaged, free of sagging, uniform apoeararice. All exposed metal straight and in same plane. 3.04 CORRECTION OF WORK A. Make corrections from whatever cause until acceptance of project. Correct defects thereafter which are the result of faulty materials and wcrkrnanshio. Correct all work which does not meet performance reouirernerits of this specification. END OF SECTION PART 1 GENERAL 1.01 RELATED WORK A. Section 05300: Acoustical insulation for acoustical steel deck. 1.02 SUBMITTALS A. Samples: Submit samples of each type of insulation. complete with fastenings or000sed for use: obtain aooroval before oro- oeedino. B. Product Data: Submit manufacturers' oublished literature for soecified oroduots and accessories as applicable. including manufacturers' soecifications, ohvsical characteristics and oerformanoe data. Submit as a suoolement. manufacturers' instructions and directions for aoolioation if not included in manufacturers' oublished literature. 1.03 HANDLING Deliver insulation materials in orioinal cartons with manufacturer's labels thereon. PART 2 PRODUCTS 2.01 MATERIALS 2.02 ACCESSORIES BOEING CAFETERIA 09-012 SECTION 09530 PAGE 1 ACOUSTICAL INSULATION containers H. Sound Control Insulation: Unfaced. soun mineral fiber or glass fiber mat: width to suit condition of installation: "Ro values of as 'indicated. A. Fasteners: Tvoes as recommended by the insulation material manufacturer. PART 3 EXECUTION 3.01 INSTALLATION A. Install sound control insulation in sound insulated Walls and where indioated: fill soaoe between framinp members completely. Extend to structure abg»e" where Wall fpamino members are entended to structure, above. END OF SECTION 1 ' K - ' � PART 1 GENERAL 1.01 SUBMITTALS BOEING CAFETERIA 09-012 SECTION 09541 PAGE 1 PLASTIC WALL PANELS A. Samoles: Submit 6" x 6" samples of fiberolass reinforced plastic wall panel (FRP). and fasteners for approval. B. Ceptifioates: Submit manufacturer's certification that materials meet specification reauirements. C. Product Data: Submit manufacturers' oublished literature for specified oroducts and accessories as aoolicable. including manufacturers' soeoific:atiors. physical characteristics and oerformanoe data. Submit as a •suoolement. manufacturers' in- structions and directions for application if not included in manufacturers' oublished literature. 1.02 HANDLING Deliver materials to oro)eot site in manufacturer's oriqinal unopened packaging. B. Identify contents. manufacturer. brand name. and aoolioable C. Store materials in area oroteoted from weather. exoosure to sunlight. open flame. and soar4s. D. Remove damaged materials from site. E. Do not cover plastic wall oanels for long oeriods of time with canvas or polyethylene film. Ventilate panels during storage. F. Store plastic wall oanels on One in accordance with manufao- turer's recommendations. 1.03 COLOR STANDARDS A. Panels: As soecified. PART 2 PRODUCTS 2.01 MANUFACTURER AND TYPE A. Seouentia Struotmplas 77096 Series 1200 Panels. or aooroved; 1130 white color. 2.02 ACCESSORIES A. Fasteners: Manufacturer's standard: stainless steel. B. Adhesive: As recommended by panel manufacturer. PART 3 EXECUTION 3.01 INSPECTION 3. 02 BOEING CAFETERIA 09-012 SECTION 09541 PAGE 2 PLASTIC WALL PANELS A. •Ensure surfaces to receive wall Danelinn''are clean. true and free Of irregularities. INSTALLATION Schedule installation of wall cc.verirics as late as. possible to cir•event damage during construction and movement of materials. B. Handle and apply wall panels in accordance with, manufacturer's recommendations. Install panels with adhesive and mechanical fasteners. C. Install .panels with fasteners spaced 16" oc in each direction. Ensure wall surface flatness tolerance does not vary more than 1/8" in 10'. D. Predrill fastener hales in panels with tools recommended by panel rnanu f act urer. • Clean panels after installation with materials recommended by panel manufacturer. END Of= SECTION PART 1 GENERAL 1.01 SUBMITTALS 1.02 HANDLING 1.04 COLOR AND PATTERN STANDARDS PART 2 PRODUCTS 1 ' 2.01 SHEET VINYL l. A.• Connoleurn Marathon C1500. or approved. BOEING CAFETERIA 09-012 SECTION 09650 PAGE 1 RESILIENT FLOORING A. . Samples: Submit samples of each type •flooring material speci- fied for approval of color. texture. and pattern. B. Product Data: Submit : rnanufact urers' published literature for specified Products and accessories as applicable. including manufacturers' soecificatic'rs. physical characteristics and performance data. Submit as a supplement. manufacturers' in- structions and ' d i r e c t i o n s for a p p l i c a t i o n if not included i n manufacturers' Published literature. A. Delivery and Storage of Materials: Deliver all materials to site in unopened containers with manufacturer's •labels thereon: do not remove labels. B. Precautions: Maintain temperature of resilient floor covering materials base at not less than 70 °F. for 48 hours lust prior to laving, durino laving. and for 48 hours after laving. C.. Precautions: Maintain temperature of resilient floor covering materials as r.ecornrnended• by the manufacturer.. 1..03 MAINTENANCE A. Instructions: Upon comoletion and at time of acceptance by Owner. furnish 5 coo i es of recommended maintenance instructions and oroced ores : include • recornrnended products. methods and eouiprnent: deliver to Construction Manager. A. Colors and patterns shall be as specified or as selected by Construction Manager. B. Other colors and patterns shall be as selected by Construction Manager. 2 RUBBER BASE A. Flexed. Division of Textile Rubber Co. Flex -Cove Rubber Base. or approved: 4" high unless otherwise indicated: 1 /B" thick lorig roll. set -on type. Provide snatching premolded corners. 2.03 OTHER MATERIALS A. Provide accessory materials. eauiDrnent. tools and methods as required for a complete installation. including the following. 1. Primers. Adhesives. Welding Rods a• Sealers: Types rnade or recommended by covering manufacturer. Submit list of types aroaosed and obtain aoorova1 before proceeding. 2. Leveling Compounds: As rnade or recommended bv covering manufacturer: submit list of types proposed and obtain ap- proval before proceeding. 3. Reducers: Johnson. Mercer. or approved. Standard vinyl floor reducer. thickness to suit ad iacent covering thick- ness: 1" width: snatch adjacent •floor material. PART 3 EXECUTION 3. 01 PREPARATION BOEING CAFETERIA 09 -012 SECTION 09650 PAGE RESILIENT FLOORING A. Remove existing resilient flooring. including existing adhe- sives as reauired. at locations where new resilient flooring will be installed. Install materials in accordance with manu- facturer's recommendations. Install floor coVeririg by cement- ing directly to substrate. • &. Condition of Surfaces: Verify cc'ndition of • substrates Prier to installation. Installation of coverings will be construed as acceptance of. all conditions of the installation.'includina ternaeratores. moisture content. cleanliness and .general condi- tion of substrate. Should surfaces be deemed unacceptable for the • installation of coverings. notify Construction Manager and await his directions. C. If repuired install level ina compound materials as recommended bv the manufacturer. Provide leveling compound as required to obtain smooth • and flush finished flooring where resilient flcoor- inP materials with different thicknesses meet. 3. 02 INSTALLATION A. Install materials in accordance with manufacturer's recom- mendations. Install floor covering by cementing directly to substrate. B. Installation of Sheet Vinyl 1. Cut materials to accurate sizes and lengths to fit room or space and al lr_'W to accl imate• to room temperature and • flatten: cut .material for minimum o_of seams: match pattern between ad,acent edges: double -cut material. at seams. i f 2. Apply manufacturer's recommended adhesive to. back of rnateri- al and. roll over substrate surface. taking care to work out wrinkles and air packets: roll in 2 directions beginning at center of the sheet. 3. Provide 6" high integral base with metal. trim where indicated. 4. Heat weld ioints of vinyl sheets as recommended by .the manufacturer. Completed .ioints shall be smooth and flush with the resilient floor covering rnaterial. C. Installation of Base: Lay out base rnaterial and cut to. as long lengths as practicable. Carefully match edges at all seams or double -cut adjoining lengths. Arrange with ioints so as to be practically invisible. Adhere base rnaterial securely to sub - strate, laying rnaterial in straight lines with too edges level and true. D. Insta.11atiorn of Accessories 1. Install specified accessories in accurate locations as indicated or schedule on drawings: firmly bond to substrate backing. Cut inserts and feature strips to accurate sizes and shapes as indicated and install, flush with adiacent surfaces. �. Reducers: Provide wherever covering terminates exposing edge of floor covering "rnaterial:. where floor covering. terminates at door opening center strips under door. Adhere vinyl reducers securely to floor surfaces in straight true lines. 3.03 FINISHING END OF SECTION FLOEING CAFETERIA 09-012 SECTION 09650 PAGE 3 RESILIENT FLOORING A. After floor covering, base. and accessories have set suffi- cient ly. wash with neutral cleaner. Leave .s'.trfaces . clean acid smooth. free from waves. buckles. cracks. projecting edge and other defects. PART 1 GENERAL 1..01 DUALITY ASSURANCE A. Installer: Must be specialist in the installation of caroet: roust be approved by the manufacturer of carpet materials. B. Manufacturer's Warranties: Subrnit the following manufacturer's warranties. 1. Wear Warranty: The carpet shall be warranted against exces- sive surface wear • for 10 years from the date of finial accep- tance of the protect. Excessive surface wear shall mean more than 1OY• loss of the pile fiber. The manufacturer shall agree to replace the affected area uor_'n reouest by the Owner. at no cast to the Owner . 2. Construction Warranty: The carpet shall be warranted against edge ravel. delarnination. curling and shrinkage for 10 years from the date of final acceptance of the protect. The 'manufacturer shall agree to repair or replace the affected area uoorl request by the Owner. at no cast,to the Owner. 1.02 SUBMITTALS BOEING CAFETERIA 09 -012 SECTION 09687 PAGE 1 CARPET A. Layout Plans: Subrnit for approval as rec'.iired for shop drawings: show layout ,of . carpet for each installation area. including locations of seams. trim car penetrations in carpet: indicated pattern. color. widths. orientation of. widths . trim and all ether pertinent installation details. B. Samples: Subrnit samples of proposed carnet rnaterials for • approval .arid selection of color: include substant iat ino . data i nd i cat i nn conformance with specified' performance ch aract er- istics: obtain approval before Proceeding. C. Certificates: Furnish certified copies of test by approved , testing laboratory showing compliance with specified carpet characteristics. D. Test Samples: Furnish a sample of each carpet approximately 3' x 3' in size: take samples from the project site as direct- ed by Construction Manager. The Owner reserves the right to test the samples for compliance with specified caroet charac- teristics. E. Product Data: Subrnit manufacturers'. published literature for specified products and accessories as applicable. including rnan'ifactuurers' specifications. physical characteristics. and perfc'rrnarice data. Submit as a supplement. manufacturers', in- structions and directions for application if not included in manufacturers' published iiter,ature. 1.05 MAINTENANCE PART 2 PRODUCTS 2.01 COLOR AND PATTERN STANDARDS Carpet: As specified. Trim: As selected by Construction Manager. HANDLING BOEING CAFETERIA 09 -012 SECTION 09687 PAGE 2 CARPET A. Delivery of Materials: Deliver in unbroken cartons and containers. manufacturer's labels thereon : carpet may bear stamp on back in lieu of label. A. Irestructir_ons: Uoon cr_ and at time of acceptance by Owner. furnish recommended maintenance instructions and pro - cedures: include list of recommended products. methods and eauiprnent : deliver to Owner. B. Replacement: In addition to the carpet required can the draw- ings for completion of the contract. furnish replacement carnet at the rate of 2% of each tvoe. pattern. and color of carpet installed. Furnish replacement carpet from same production run as carnets installed. Package replacement carnet with protec- tive caverino. identified with appropriate labels. C. Remnants: Package all carpet remnants and usable carpet scraps as selected by the Owner' far future repairs. CARPET A. Collins and A i krnan Svrnohonv 49600 Nosegay S i 1 ver or aooroved. Provide carnet frcorn same dye lot. Carpet shall meet the following specifications. 1. Construction: 2. Pile Units /inch : 3. Average Pile Height: 4. Face Yarr, Weight: 5. Fiber Content: Svmteh. 12. 0.171". 2 6 ciz /vd 100% _DuPont Antron continuous filament nylon with permanent static control. D. Carpet shall pass DOC 771 and 772. Carpeting Flammability 'Standards. Building and Fire Codes for flame- resistance tests. carpet tuft binding tests. and use requirements for .carpet static test. 1 i 1, f 2.02 INSTALLATION MATERIALS BOEING CAFETERIA 09-018 SECTION 09687 PAGE 3 CARPET A. Adhesive: Waterproof types as recommended by manufacturer of material to be adhered. complying with f larnrnabi l itv reouire- rnents for installed carpet: shall be compatible with the 'exist- ing adhesives. • Conform to ASTM E84 reauirements for flarne- spread rating. Submit list and obtain approval. B. Level ino Compound: As made or recommended by carpet manufac- turer:, submit list of types proposed and obtain approval before prc'ceed ino.' C. Vinyl Edge Strips: At recommended by the carpet manufacturer. D. Seaming Cement: Hat -melt seaming adhesive or sirni lar product as recommended by carpet manufacturer. for taping seams and butt ino cut edoes at backing to form secure seams and orevent- ino pile loss at seams. E. Other Materials: Provide all incidentals as may be recuired for a complete and satisfactory carpet installation. PART .3 EXECUTION 3.01 INSTALLATION A. Preparation of Surfaces: Put surfaces in proper condition for the installation of carpeting. materials: broom clears and free from, ail dirt. grease. oil. and other foreign matter: .repair .substrate to provide smooth surface. Use patching compound as required to fill joints car cracks wider than. 1/16". B. Install carpet by the overlap compression seam method for a l ue- dowr, installation. C. Trirn Strip: Securely fasten strips to substrates at all ex- posed edoes. center, under doors in doorways. D. Carpet: Cut carpet carefully and accurately to fit morns . or soaves: allow for even. smooth fit along walls. around projections. and into trim strips: cut, for laving, in accor- dance with apprciv.ed layout plans. Maintain consistent direc- tior, of pattern and texture. including lay of pile. Remove any trapped air bubbles. 3.02 CLEAN -UP END OF SECTION BOEING CAFETERIA 05 -012 SECTION 05687 PAGE 4 CARPET A. Remove all scraps and tools from Premises: allow Owner to examine scraps before removal and' to retairL anv that he so desires. Thoroughly vacuum and clean carpet installation after work of all trades is completed: coordinate trimming with ether trades and with the approved progress schedule. Leave carpet installation free from scraps. carpet ripples. scallops and puckers al l surfaces free frr_'rn defects at. ,t irne of acceptance by Owner. BOEING CAFETERIA 09 -012 SECTION 09900 ► PAGE 1 PAINTING PART 1 GENERAL ). 1.01 DESCRIPTION A. Unless specifically scheduled or specified otherwise. all ex- posed surfaces are to receive paint finish as specified herein. 1.02 RELATED WORK A. Divisions 15 and 16: Color codino for mechanical and electri- cal eauiornent. ( 1.03 REFERENCE STANDARDS 1: A. Architectural Specification Manual -- Painting. Re- Painting. Wallcoveriro. Gypsum Wallboard Finishing. latest edition. pub - lished by Specification Services, 27606 Pacific Hiohwav South. Kent. Washington 98032. Telephone (206) 941-8823 1 -800 -562 -5423 (Washington State only). The words "Specifying Authority" as used in the Reference Standards Section shall mean the Construction Manager. i 1.05 SURFACES NOT TO BE PAINTED � A. Unless specifically specified otherwise. the follc'wino surfaces are not to be painted: Acoustical panels. Bird screens. Carpet. Ceramic and o uarry tile. 1. Concrete. Exposed finish metal (aluminum. brass. bronze. stainless steel. copper. chrome). Glass and plastic. Items having a complete factory finish. except items built into surfaces which have painted finish. Metal roofing and siding. Permanently concealed surfaces need not be painted. except for prime coats on metal and m i l l w o r k . Plastic laminate. Plastic wall panels. Resilient flooring. Sealant. interior and exterior. Sheet metal flashing and trim (with zinc/aluminum coating). Vinyl covering. 1.04 QUALITY ASSURANCE A. All work herein shall conform to the rninirnurn standards for materials. workmanship as set forth in Reference Standards. 1. 06 COLORS 1. 07 SUBMITTALS BOEING CAFETERIA 09-012 SECTION 09900 PAGE PAINTING A. Colors: Will be selected by the Construction Manager. Number of colors as indicated. Da not commence painting until colors are selected or scheduled. A. Number of Sarnoles: Submit of each stair, and paint finish in duplicate. Sample for paint finishes of each color and each gloss texture. Sarnoles for stairr finishes on the various spe- cies of wood from the lob and of each color. B. Preparation, of Sarnoles: Approximately 4" x 12" size for trim finishes. Approximately 12" x 12" size for all other. Apply and label successive shingle fashion with each coat partially exposed. C. Timing for Submittal of Samples: Submit after material list is approved and colors are selected: before materials are deliv- ered to fob: in ample time to permit consideration, without delaying constructicm, schedule. D. Material Lists: Submit list of all products proposed for use for Construction Manager's approval. Submit 3 copies before cornrnencino painting complete with name of manufacturer. trade name or number. and ouroose for which material is proposed. Obtain, Construction, Manager's approval before ordering. Use same manufacturer's products for all coats of each individual finish unless otherwise approved by Construction Manager. Contractor's option, to use any one of the named manufacturers trers for each separate finish. except where otherwise indicated or specified. oroovided exact colors selected by Construc_tior, Manager are available. E. Manufacturers' Specifications. Directions and Recommendations: Conform to manufacturer's soeci f icat ions. directions and recom- mendations for best results in use of each of their products for each condition. Should they be at variance with these specifications. report discrepancy to Construction Manager for decision. F. Color Formula List: At t irne of acceptance of the oro iect fur - nish to the Owner a typewritten, list of all colors and types of paint installed therein,. complete with either the color formula for duplication or identifying llaint manufacturer's number for replacement paint. G. • Product Data: Submit rnanuf act carers' published literature for specified products and accessories as applicable, including manufacturers' specifications. physical characteristics and performance data. Submit as a suoplernent. manufacturers' in- structions and directions for application if not included in manufacturers' published literature. 3 1. 08 HANDLING PART 2 PRODUCTS 2.01 MATERIALS 2.02 MIXING AND THINNING BOEING CAFETERIA 09 -012 SECTION 09900 PAGE 3 PAINTING A. Delivery and St grape of Materials: Deliver in unopened contain- ers: manufacturer's original labels thereon: do not remove labels. Store and mix rnat er i a l where directed by Construction , Manager. B. Inflarnrnable Material: Take extraordinary care to prevent fire. Open cans of paint and varnish only as needed. Keep rubbing cloths and' oil raps in tightly closed metal containers or remove from building at close of each day's wc.rk. A. Unless otherwise specified. furnish paint, varnish. stain. enamel. l aca uer. fillers arnd related products for or i rne. inter- mediate and finish coats. of a type, brand and manufacturer • listed in Chapter 7 of the Reference Standards. factorvlabeled .for positive identification. Materials not specifically noted in the Reference Standards. and required for the work such as linseed oil. shellac. thinners or other materials rea'.t i red for the work. shall be of auality not less than required by applicable published Federal or State Specification Standards, and as manufactured by approved firms. B. Primer for Exterior Steel Items.• and Interior Steel Doors and Frames: Tnemec 66- Series AA90 Hi-Build Eooxol.ine. or. approved. C. • Paint for Exterior Steel Items. and Interior Steel Doors and Frames: Tnemec 73- Series Endura- Shield. or approved. • D. Paint for Exposed Interior Ceiling Structure. Metal Decking, Steel Beams. Steel Joists. Ceiling and Light Fixture Hanging Wires. Mechanical and Electrical Items. at Ceiling, Ductwork: Tnemec 15- Series Uni -Sand, or approved. A. Mix in accordance with manufacturer's directions or^ as directed. by Construction Manager. 2.03 SHEEN i A. Where gloss or sheen is specified or is listed.as a standard for approval for the proiect. the terms refer to tested luster. shine or sheen of the dry fiirn and for putrpcoses of this soecifi- cation are defined as follows. when tested with a 60- degree reflection meter. 1. Flat: 10- degree a 1 oss or less. 2. Eoashell: 11 to 19-degree gloss. ` ,3. Satin,: 20 to 30- degree gloss. 4. Semi- glass: 31 to 74- deoree class. 5. Gloss: 75- deoree gloss ar more. PART 3 EXECUTION 3. 01 PREPARATION BOEING CAFETERIA 09 -012 SECTION 09900 PAGE 4 PAINTING B. Unless otherwise specified or indicated provide satin sheen. A. Prepare in accordance with Reference Standards. manufacturers' instructions. and as specified hereinafter. B. Surfaces must be smooth. dry, uniform in texture. clean and free of crease. dust. dirt and other detrimental substances. Remove or protect hardware, l i g h t i n g fixtures arnd similar f i n- ished items: return same to their original state can completion of paintings. Determine that proper temperatures have been attained and will be maintained. C. Ferrous Metal Surfaces: Remove rust and scale: wash with aporo- oriate solvent: wire brush unpainted welds: touch uo bare metal and scratched and abraded surfaces: recoat wire brushed surfac- es. D. Galvanized Metal Surfaces: Prepare in accordance with para- oraph 3.7.12 of Reference Standards. E. Gypsum Board: Inspect surfaces for Proper saint treatment and correct as required: sand ioint cement smooth. except .surfaces with textured coating, before applying any paint: Prime ioint cement areas before applying first coat or prime coat of finish material. F. Wood•Surfaces: Sand as necessary and as recommended by the manufacturer of the item to be finished to obtain perfectly smooth surfaces. See that nails are properly set. F. All Other Surfaces: Neutralize if necessary as directed by Construction Manager. 3. 02 APPLICATION A. Number of Coats: As specified hereinafter for each type of finish. On shop primed work an additional prime coat is not intended. except touch -uo. If necessary to obtain uniform color-or sheen. add a d d i t i o n a l coats. • B. Thickness of Coats: Use ample undiluted materials: acp1y in uniform thickness over entire areas: do not exceed •mariufact'.tr-- er' s recommended soread i no rate oer ca l l can. • C. Coolers of Coats: Tint Prime Coats if . necessary to obtain uni- form finish coats. Vary color between coats: final coat to exactiv match samples. i f BOEING CAFETERIA 09-012 SECTION 09900 PAGE 5 PAINTING D. Approval of Successive Coats: Obtain Construction Manager's approval' of each coat before succeeding coat is applied; without this approval. Construction Manager reserves right to reouire are additional coat. E. Workmanship: Highest duality by skilled workmen to Construction Manager's satisfaction. Spread material evenly without runs. sags, thin spats and skips. Cut sharp limes against unpainted surfaces and other colors. Allow each coat to harden as recom- mended by the paint manufacturer before applying next coat. Finish surfaces uniform. free from streaks. blotches and other defects. F. Doors: Finish all edges sarne as faces of ' door. Da not paint fire - rating labels on doors and frames. Paint smoke caskets. G. Touch -up on Steel Work: Touch up abraded spots as soon after erection as passible before other than very light rusting can occur. Use sarne material as used for shop coat. Remove rust before paint is applied. H. Sanding: Sand finishes as necessary to obtain smooth uniform finish. 3.03 EXTERIOR WORK A. Paint ferrous. galvanized and shoo - primed metal surfaces. ex- cept items specified not to be painted. Paint metal surfaces of mechanical and electrical items. Paint items as specified hereinafter. B. Steel Items 1. 1 coat specified primer. 2. 1 coat specified paint. 3.04 INTERIOR WORK A. Finish all interior surfaces as indicated and as specified hereinafter. B. Steel Doors and Frames 1. 1 coat specified primer. 2. 1 coat specified paint. C. Galvanized Metal (except as otherwise specified) 1. 1 coat pretreatment primer. 1 coat r'.tst inhibitive alkyd primer. 3. 2 coats interior .alkyd semi -gloss enamel. D. Iron and Steel (except as otherwise specified) 1. 1 coat rust - inhibitive primer. 2. 2 coats interior alkyd •semi-gloss enamel. E. Exposed Ce i l i na Structure. Metal Decking, Steel Beams. Steel Joists. Ceiling and Light Fixture Hanging Wires, Mechanical and Electrical Items at Ceiling. Ductwork: 1. 1 coat specified paint. F. Gypsum Board (Paint) 1. 1 coat interior latex primer sealer. 2. 2 coats interior latex. G. Gypsum Board (Enamel) 1. 1 coat interior orirner sealer. 2. 2 coats interior alkyd semi- gloss. H. Wood 1. 1 coat interior orirner. 2. 2 coats interior alkyd enamel. 3.05 PAINTING OF MECHANICAL AND ELECTRICAL WORK A. Paint the following items 2 coats to match adjacent' surfaces where adjacent surfaces are painted or where any painting or stain is scheduled in those spaces. 1. Items which receive prime coat under Mechanical and Electri cal Specifications. 2. Pioino, pipe covering, ducts, grilles,' registers, radiators and similar. .3. Conduit, boxes. panelboards and similar. 4. Items indicated to be painted. B. Paint mechanical and electrical items at cei l ing. ducts with 1 coat of specified paint. C. Spray paint grilles, registers and similar. D. Paint interior surfaces of ductwork that can be seen through grilles. louvers or registers with 1 coat of flat black paint. 3. 06 CLEANING 3.07 DEFECTIVE WORK A. Contractor responsible, from whatever cause: refinish at no additional cost to Owner. Repair work damaged during construc- tion: leave in first -class condition. Where uniform color and sheen of surface is not obtained. add additional coats as directed by Construction Manaoer, at no additional cost . to Owner. A. Clean Paint spatters. spots and stain from finished surfaces. Replace or repair darnaoed surfaces which are not satisfactorily cleaned as directed by Construction Manaoer. END OF SECTION BOEING CAFETERIA 09 -012 SECTION 09900 PAGE 6 PAINTING PART 1 GENERAL 1.01 SUBMITTALS BOEING CAFETERIA 09-012 SECTION 10165 PAGE 1 PLASTIC LAMINATE TOILET COMPARTMENTS A. Shop Drawinos: Submit for aooroval: show dimensions. fasten- ings. methods of anchoring. trim. accessories and other oer- ,tinent. data. B. Samples: Submit samples of all finishes. hardware and trim: 'obtain approval before ordering. C. Product Data: Submit manufacturer's oublished literature for soeoified oroducts and accessories as aoolioable" including manufacturers soeoifications. physical characteristics. and performance data° Submit as a suoolement. manufacturer's in- structions and dipeotions for apolication if not included in manufaoturervs oublished literature. 1.02 HANDLING AND STORAGE A. Carefully .store oomoartments and screens after delivery to oroteot finishes from damage or defacement: reoair or replace any comoartments° screens or finishes damaged. 1.03 COLOR AND FINISH STANDARDS A. ' Colors of compartments. dividers and screens shall be as seleCted bV Construction Manager. B. Prcvide the followinq finishes ,for hardware and fittings.., 1 Stainless Steel and Chrome Plating: Satin. 2. Aluminum: Clear anodized. PART 2 PRODUCTS 2.01 MANUFACTURER AND TYPE A. Acceptable Manufacturers: Accurate Partitions. Bobrick~ Global Steel Products. Knickerbocker. Sanvmetal. Weiss/Robart. or aoopoved. B. Tyoe: Floor mounted tyoe: matching flush oanel oomoartments^ doors. and oilaste}. C. Screens: Wall su000rted urinal screens: floor mounted divider screens. 2.02 FABRICATION BOEING CAFETERIA 09-012 SECTION 10165 PAGE 2 PLASTIC LAMINATE TOILET COMPARTMENTS A. Core: Industrial particle board. Reinforce comoaptments to receive toilet accessories indicated for mounting on B. Finish: Surface all faces and edges with 1/16" general ouroose type plastic laminate. conforming to NEMA LP-2. Aoolv with •Plastic resin adhesive. 2.03 HARDWARE. .FASTENINGS AND FITTINGS A. ` Vandalorobf types: chrome Plated brass. chrome 'plated non— ferrous cast alloy. stainless steel or emtruded aluminum. . Provide fasteners with vandaloroof heads where exoosed. B. Provide all reauired hardware and fittings for the installation of oartition and ooeration of doors. including gravity-type hinges to hold doors partially ooen when unlatched.-except that the handicapped toilet compartment doors shall be self-closing when unlatched. coat hooks, bumpers. and emergenc»~ access PART 3 EXECUTION 3.01 INSTALLATION END OF SECTION A. Install comoartmerts and screens rigid and olumb with door hardware complet/e: hano doors with 3/16" maximum uniform clearance at vertical edges: ad)ust hardware to ooerate to Construction Manager's satisfaotion.` Leave entire .instal'- lation clean and free from defects affecting durability and aooearanoe. r r � ti r i 1 1 B. Product Data: Submit manufacturers' pu.tblished literature for specified products and accessories as applicable. including manufacturers' specifications. physical characteristics and Performance data. Submit as a suoolernent. manufacturers' in- structions and directions for application if not included in manufacturers' published literature. 1 1.03 COLOR AND FINISH STANDARDS i 1 i 1 1 PART 1 GENERAL 1.01 REFERENCE STANDARDS 1.02 SUBMITTALS PART 2 PRODUCTS E . 01 APPROVED MANUFACTURERS 2.02 WALL LOUVERS BOEING CAFETERIA 09-01 SECTION 10205 PAGE 1 METAL LOUVERS A. Conform with reauirernents of the following Reference Standards. as supplemented and modified hereinafter. 1. National Association of Architectural Metal Manufacturers (NAAMM) Architectural Metal Finishes Manual. 2. The Aluminum Association (AA) Designation System for Aluminum Finishes. A. Shop Drawings: Submit for approval: show rnaterials. con - nections. and anchorages or fastenings to bui ld ino con- struction: include details of installation and relationship with ad ioinino work and materials. A. Aluminum: For exposed aluminum surfaces Provide AA- M10C22A41 clear anodized finish. B. Other Materials: As selected by Construction Manager. A. Items are specified by name and model to establish design and Quality. Approved manufacturers are Airolite. Airstream Architectural Products. Construction Specialties. American Warming and Ventilating. Ellison Louver. Industrial Louvers. Louvers and Dampers. Ruskin Manufacturing. Vent1louvre. Wonder Metal Products. A. Stationary: Construction Specialties Louverf orrns 4115. or approved. Provide aluminum trim and sill flashinus as reauired. and 0.05" thick aluminum insulated blank -cuff panels where indicated. 03 DOOR LOUVERS A. Stationary: Construction Specialties DL -138. or approved. 2.04 SCREENS A. Bird Screens: 1/2" sa uare mesh 0.063" aluminum screen. Provide for wall louvers. PART 3 EXECUTION 3.01 INSTALLATION A. Set accurately, rigid.:. straight, olu horizontal: and as true as appropriate.' Securely arichor in accordance with . aporc'ved shop drawings and manufacturer's recommendations.' Leave clear ar►d free c f • all :defects. END OF SECTION BOEING CAFETERIA 09-012 SECTION 10205 PAGE METAL LOUVERS 1*; t t 14 11 ti 1.03 COLOR AND FINISH STANDARDS A. As specified. PART 3 EXECUTION 3.01 INSTALLATION END OF SECTION BOEING CAFETERIA 09-01E SECTION 10262 PAGE 1 CORNER GUARDS PART 1 GENERAL 1.01 RELATED WORK A. Division 11: Corner p card s in Food Service area. 1.02 SUBMITTALS • A. Samples: Submit samples of carver guards and cans for approval. B. Product Data: Submit manufacturers' oubl ished 1 iterature for specified products and accessories as aoolicable. including manufacturers' specifications. physical. characteristics . and. performance data. •Submit as a sutoplernent. manufacturers' in- structions and directions for application if not included in manufacturers' published literature. • PART 2 PRODUCTS 2.01 MATERIALS • A. Pawling Model CG- 400- 90gy•'. or aooroved: 96" long,' satin finish. Provide appropriate caps as reo'.tired A. Install in 'accordance with manufacturer's instruction: use adhesive and.screws.• THIS SECTION WILL BE SUBMITTED LATER Trade Marx Binnacle per Boeing standards BOEING CAFETERIA 09-012 SECTION 10440 PAGE 1 INTERIOR SIGNS PART 1 GENERAL 1.01 SUBMITTALS A. Shoo Drawinos: Submit for aoopoval: show materials. eouioment, connections. and anchorages or fastenings to building construc- tion: include details of installation and .relationship with adjoinino work and materials. - B. Product Data: Gubmit manufacturers published literature for soecified oroducts and accessories • as applicable. including manufacturers' specifications. physical 'characteristics and oerformanoe data. Submit asa suoolement. • manufacturers' in- structions and directions for aoolication if not included in manufacturers' oublished literature. PART ,2 PRODUCTS 2.01 EXTINGUISHERS A. FE-1: J.L. Industries Grenadier P. or •aooroved. A. J.L. Industries Knight 13. or aooroved. Provide for kitchen. 2.08 CABINETS A. J.L. Industries Ambassador 2000 Series. or aoproved: semi- recessed: door style F10~ Size to suit soecified extin- guishers. B. Primer: Manufacturer's' standard orimer oomoatible with finish oaint as specified . in Section 09900.and as aooroved by Construc- tion Manager. C. Locks: Key to buildino kevino system' as directed bY Owner. Submit 2 keys for each cabinet at close of oroleot. 2.03 ACCESSORIES A. Provide accessories as reouired for the installation of fire extinguishers and .cabinets. 2.04 SHOP FINISH BOEING CAFETERIA 09-012 SECTION 10522 PAGE 1 FIRE EXTINGUISHERS AND CABINETS A. Aooly one coat of somaoified primer to all steel: apply after fabrication and before installation. PART 3 EXECUTION 3.01 INSTALLATION END OF SECTION BOEING CAFETERIA 09 -012 SECTION 1022 PAGE 2 FIRE EXTINGUISHERS • AND CABINETS A.' Install in accordance with approved shc'o .drawings' arid tariufac- 'turer's irnstructions. Set accurately. rigid. straight. plumb. horizontal and true as aDprc.Dr Securely anchor with belts or ether apDrooriate means. ADD•1v sealant. as•specified in Section 07920. ar c'und perimeter of fire extinDuisher. cabinets. Leave clean and free c defects. r r r 1 r r 1 .. i i 1 PAT 1 GENERAL 1.01 SUBMITTALS A. Shoo Drawirius: Submit for approval: show dimensions. layout, details of 'Partition fabrication. track. trol levy. hardware. finishes and all accessary items including operating ea►.tiprnent. Indicate loading to be imposed in the su000rtino structLre. B. Samples: Submit samples of covering material. C. Manuals: Furnish 3 maintenance manuals. D. Product Data: Submit manufacturers' Published 1 i t erat ure for specified products and accessories as applicable. including manufacturers' specifications. physical characteristics and oerforrnance data. Submit as a supplement. manufacturers' in- structions and directions for application if not included in manufacturers/ published literature. 1.02 COLOR AND FINISH STANDARDS BOEING CAFETERIA 09-012 SECTION 10651 PAGE 1 OPERABLE PANEL PARTITIONS A. Covering and Hardware: As selected by Construction Manager. PART 2 PRODUCTS 2.01 MATERIALS A. •Manufacturer and Types: Modernfold Soacesetter Model 201 Single Panel Operable Wall with #16 track sysstem. , or approved. B. Pass Doors: Provide single hollow metal pass door with standard steel frame where indicated :factory prime painted with primer as specified in Section 09900. C. Operation: Manual. D. Panel Finish: Reinforced vinyl with woven backing weighing not less than 15 oz. /1in. vd. E. Panel construction. panel skins and panel covering shall have Class A flame spread rating when tested in accordance with ASTM E84. F. Acoustical Performance: Provide acoustical panels having STC rating of 46 minimum in accordance with ASTM E90. G. Accessories: Provide a l l necessary accessories for instal- lation and operation of Dart i t i c'ns and pass doors. i n c l u d i n g top seals and automatic operable bottom seals. For pass doors provide latches. butt hinges. door knob hardware. PART 3 EXECUTION 3.01 INSTALLATION A. Finished installation to cooerate perfectly and easily: dernon- , strat e' to Owner. Free :of all defects. 3.03 ADJUSTMENT AFTER DEFLECTION A. After the structure has achieved its total deflection and at • the direction of Construction Manager. make ad i ust rnent s for deflection. END OF SECTION BOEING CAFETERIA 09-012 SECTION 10651 PAGE OPERABLE PANEL PARTITIONS A. By manufacturer's direct representative. as indicated and in accordance with manufacturer's instructions and aoorc'ved shoo drawings. Set accurately, rigid.. straight, al'_trnb horizontal and true as appropriate. Securely anchor with bolts or other appropriate means. Ad lust all moving oar^ts to operate Perfectly. 3.02 DEMONSTRATION Li r r r r r r B. Manuals: Furnish 3 maintenance manuals. 1.02 COLOR AND FINISH STANDARDS A. Fabric: Bright nickel. B. Hardware: As selected by Architect. C. Aluminum: Clear anodized finish. BOEING CAFETERIA 09-012 SECTION 10660 PAGE 1 SLIDING PARTITIONS PART 1 GENERAL 1.01 SUBMITTALS A. Shoo Drawings: Submit for approval: show dimensions. details, finishes and all accessory items including aperatinw eciuipment. C. Product Data: Submit manufacturers' published Literature for specified products and accessories as applicable. including manufacturers' specifications. physical characteristics and Performance data. Submit as a supo1ernent, manufacturers' in- structions and directions for 'application if not included in manufacturers' published literature. PART 2 PRODUCTS 2.01 MATERIALS A. Manufacturer and Types: Cascade Coil Drapery Woven Wire Secu- rity Enclosure. or approved. 3/16". 19Y2 gauge wire fabric. I-beam 6201. track T045. I-beam b a l l bearing carriers 6211. self- bleating chain installed can fabric. vertical security stiffener rods S501 at 24" oc. safety lack L200 and dustoroof strike. D. Accessories: Provide a l l necessary accessories for i n s t a l - l a t i o n and operation of part i t i c'ns. PART 3 EXECUTION 3.01' INSTALLATION A. As indicated and in accordance with manufacturer's instructions and approved shop drawings. Set accurately. rigid. Straight, plumb. horizontal and true as appropriate. Securely anchor with bolts or other appropriate means. Ad'ust all moving parts to operate perfectly. 3.02 DEMONSTRATION A. Finished installation to overate perfectly and easily; demon- strate to Owner. Free of all defects. 3.03 •ADJUSTMENT AFTER DEFLECTION A. After the structure has achieved its total deflection and at the direction of Architect. make . ad n istrnents for deflect i'on. END OF SECTION BOEING CAFETERIA 09-012 SECTION 10660 PAGE SLIDING PARTITIONS - PART 1 GENERAL " 1.01 DESCRIPTION ' A Provide accessories as indicated and specified. and install I indicated Owner-furnished (FOIC) accessories such as toilet tissue holders. towel dispensers. sanitary napkin/tampon 1, - dispensers. soao disoensers. and seat cover disoensers. r . 1.02 SUBMITTALS I. A. Shoo Drawinqs: Submit for aooroyal: • show dimensions. clear opening r*wouirements° fastenings. finishes. hardware and connections to other work or construction. B. Catalog Data: Manufacturer's catalog cuts contain all reouired information. " C. Product Data: Submit manufacturers' oublished literature for specified oroduots and accessories as applicable. including V manufacturers' soec1fioations. physical characteristics and � ~- oerfcrmance data. Submit as a suoplement. manufacturers' in- structions and directions for aoolioation if not included in • • manufacturers' published literature. k'- PART 2 PRODUCTS - 2.01 ACCESSORIES B. 2.02 OWNER-FURNISHED CONTRACTOR-INSTALLED (FOIC) ITEMS A. Toilet Paper Holders: BY Sea - Chem. S B. Soao Dispensers: McKinney #391 with 1" soac*»r 16 oz. C. Paper Towel Holders: Scott - Van Walters & Rogers. bv vendor. D. Seat Coyer Dispensers and Disposals: McKinnev #8018. 1 BOEING CAFETERIA 09-012 SECTION 10810 PAGE 1 TOILET ACCESSORIES Grab Bars: Bobrick B-5507. Series. or aooroved: sizes as indicated. Provide where indicated. Mirrors: Bobrick 8-290. or aooroved" Sizes as indicated. E. Sanitary Napkin Dispensers: Bobriok #B-270. F. Sanitary Tamoonn'Disoensers: Bobrick #B-282. PART 3 EXECUTION 3.01 INSTALLATION B. Provide backir►o for Owner-furnished accessories. END OF SECTION BOEING CAFETERIA 09- -012 SECTION 10810 PAGE 2 TOILET ACCESSORIES A. Install in accordance with aonrcived shoo drawings and manu- facturer's instructions; sec►.tre with t arnoerorac.f fasteners into adequate backir►o. Ei f r PART 1 GENERAL 1.01 DESCRIPTION C • A. Provide shades where indicated. 1.02 SUBMITTALS A. Shop Drawings: Submit for approval. Show dimensions. details. finishes and all accessory items, C : 1.03 DIMENSIONS A. Verify all dimensions on lob: correlate with ad ioirrina work. I.- 1.04 COLOR AND PATTERN STANDARD f: A. Shades: As selected by Construction Manager. t B. Product Data: Submit manufacturers' published literature for specified products and accessories as applicable. including manufacturers' specifications. physical characteristics. and performance data. Submit as a supplement. rnanufacturers' in- structions and directions for aoDlication if not included in manufacturer's published literature. PART 2 PRODUCTS 2.01 SHADES A. Graber Pleated Shades. or approved. Fabric as selected by Construction Manager frcorn the manufacturer's standard line of fabric colors and patterns. 2.02 ACCESSORIES A. Provide shades complete with all necessary accessories for installation. and manual oDerat icon. PART 3 EXECUTION 3.0i INSTALLATION BOEING CAFETERIA 09-012 SECTION 12520 PAGE 1 SHADES A. Install as recommended by manufacturer: leave in perfect working order. END OF SECTION r r r f f C r PART 1 GENERAL 1.01 SUBMITTALS A. Samples: Submit samples for approval. B. Product Data: Submit manufacturers' published literature for specified products and accessories as applicable. including manufacturers' srecificaticns. physical characteristics and performance .data. Submit as a supplement. manufacturers' in- structions and directions for applicatior, if not included ir, • rnanufact urers' published literature. 1.02 • COLOR AND FINISH STANDARDS A. • Mats : As selected by Construction Manager. B. Frames: Mill finish. PART 2 PRODUCTS 2.01 MATS A. Pyramid Mats Style EM -425. 2.02 FRAMES A. Aluminum rnat frames. PART 3 EXECUTION 3.01 INSTALLATION approved. A. Install mats with tight ioints in accordance with the rnat . rnanuf act urer' s recommendations. Do not secure to substrate. END OF SECTION BOEING CAFETERIA 09-012 SECTION 12690 PAGE 1 FLOOR MATS AND FRAMES BOEING CAFETERIA 09 -012 H.V.A.0 AND PLUMBING SPECIFICATIONS LIST OF SECTIONS SECTION NAME OF SECTION NO. OF PAGES 15010 Basic Mechanical Requirements 13 15240 Mechanical Vibration Control 6 15250 Mechanical Insulation 7 15310 Fire Sprinklers 5 15410 Plumbing Piping 6 15430 Plumbing Specialties 6 15440 Plumbing Fixtures 8 15495 L.P. and Natural Gas System 1 15550 Heat Generation 5 15750 Packaged Air Handling Units 9 15850 Air Handling 7 15880 Air Distribution 14 15956 Central Monitoring and Control. System 22 15990 Testing, Adjusting and Balancing 2 TOTAL PAGES 111 PART 1 - GENERAL 1.01 GENERAL PROVISIONS BOEING CAFETERIA 09 -012 Section 15010 Page 1 BASIC MECHANICAL REQUIREMENTS A. General Conditions and Supplementary General Conditions of the Contract Documents shall govern this Division of the Specifications. 1.02 CONFERENCE PRIOR TO START OF WORK A. Immediately following the award of contract and before any work is started, confer with the Construction Manager concerning the work of this Division. 1.03 OBJECTIVE A. Work shall be in accordance with the Drawings and Specifications and their intent, complete with all necessary components, including those not normally shown or called for and ready for operation before acceptance. B. Any reference to the Consulting Engineer shall mean D.W. Thomson Consultants Ltd., Consulting Engineers. C. The word "provide" shall mean "furnish and install" unless otherwise indicated. 1.04 APPLICABLE CODES A. Mechanical work shall comply with the codes listed below, as presently applicable, including any code- supplements and ordinances by the code - authorities having jurisdiction for this project. B. Where there are conflicting requirements, as between one code and another, between a code and part of the specifi- cations, or between a code and a requirement shown on the drawings, the more stringent requirement shall govern. C. Buildings: Uniform Building Code (see Note below). D. Mechanical: Uniform Mechanical Code (see Note below),. the Washington State Energy Code and the Seattle Refrigeration Code. E. Fire: Uniform Fire Code (see Note below). F. Plumbing: Uniform Plumbing Code. (see Note below). 1.05 APPLICABLE STANDARDS BOEING CAFETERIA 09 -012 Section 15010 Page 2 BASIC MECHANICAL REQUIREMENTS G. Notes: 1. U.B.C. - by International Conference of building Officials 2. U.M.C. - by International Conference of Building Officials and International Association of Plumbing and Mechanical Officials 3. U.F.C. - by International Conference of Building Officials and Western Fire Chiefs Association 4. U.P.C. - by International Association of Plumbing and Mechanical Officials A. Various sections of the specifications refer to published standards for the purpose of defining types of material, methods of construction, acceptable test procedures, etc. B. Mechanical work shall comply with these standards as applicable. C. The listing below is intended only to aid in the identification of various standards. The omission from this list of a standard called out elsewhere in the specifications or on the drawings is not to be construed as a deletion. The inclusion in this list of a standard not called out elsewhere is not to be construed as an additional requirement. D. AABC Associated Air Balance Council ADC Air Diffusion Council AGA American Gas Association AMCA Air Moving and Conditioning Association ANSI American National Standards Institute ARI Air Conditioning and Refrigeration Institute ASHRAE American Society of Heating, Refrigerating and Air - Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials CISPI Cast Iron Soil Pipe Institute CS Commercial Standards DOE Department of Energy EPA Environmental Protection Agency IAPMO International Association of Plumbing and Mechanical Officials MSS Manufacturers Standardization Society of the Valves and Fittings Industry ' NCPWB National Certified Pipe Welding Bureau NEC National Electrical Code NEMA National 'Electrical Manufacturers Association BOEING CAFETERIA 09 -012 Section 15010 Page 3 BASIC MECHANICAL REQUIREMENTS NFPA National Fire Protection Association PDI Plumbing and Drainage Institute PSAPCA Puget Sound Air Pollution Control Agency SMACNA Sheet Metal and Air Conditioning Contractors National Association WISHA Washington Industrial Safety and Health Agency 1.06 RESPONSIBILITY A. Visit the site before bidding and examine all local and existing conditions on which the work is dependent. B. No consideration will be granted for any misunderstanding of work to be done resulting from failure to visit the site. C. Promptly advise the Engineer of any specified equipment, material or installation of same which appears inadequate or unsuitable; in violation of laws, ordinances, rules or regulations of authorities having jurisdiction; or any necessary items of work omitted from the Contract Documents; or of any discrepancies in the specification. D. Check drawings of all trades to verify space and headroom limitations for work to be installed. Coordinate work with all trades and make changes to facilitate a satisfactory installation. Make no deviations to the design objective without the Owner's written approval. E. Work out jointly all interference problems on the site and coordinate all work before fabricating and installing any material or equipment. Where necessary, produce interference drawings showing exact locations of mechanical equipment within service areas, shafts and the ceiling space. Ensure that all materials and equipment fit into the allotted spaces and that all equipment can be properly serviced and replaced, if and when required. Advise the Construction Manager of space problems before fabricating and installing any material or equipment. Demonstrate to the Owner on completion of the work that all equipment installed can be properly, safely, serviced and replaced, if and when required. F. Place no unusual erection loads on the building structure without the Construction Managers's written acceptance. G. Ensure that equipment does not transmit noise and /or vibration to other parts of the building as a result of poor installation practice. 1.07 WORKMANSHIP BOEING CAFETERIA 09 -012 Section 15010 Page 4 BASIC MECHANICAL REQUIREMENTS H. When the Contract Documents indicate either conflicting or insufficient information for the proper selection of equipment for bidding, notify the Construction Manager during the bidding period. If clarification is not obtainable, allow for the most expensive arrangement. Failure to do this shall not relieve the Contractor of responsibility to provide the items required for a fully operating system. A. Workmanship shall be in accordance with well established practice and standards accepted and recognized by Construction Manager and the Trade. B. The Construction Manager shall have the right to reject any item of work that does not conform to the Contract Documents and accepted standards of performance, quietness of operation, finish and appearance. C. Employ only tradesmen holding valid trade qualification certificates. Tradesmen shall perform only work that their certificate permits. Certificates shall be available for inspection by the Construction Manager. 1.08 DRAWINGS AND MEASUREMENTS A. Drawings are generally diagrammatic and are intended to indicate the scope and general arrangement of work. Do not scale the drawings. B. Consult the architectural drawings and details for exact location of fixtures and equipment. Obtain this information from the Construction Manager where definite locations are not indicated. C. Take field measurements where equipment and material dimension are dependent upon building dimensions. D. Drawings do not show all of the necessary ductwork and piping offsets and fittings. Make allowance for this during bidding and provide all offsets and fittings as necessary to achieve a complete installation within the available space. 1.09 MATERIAL BOEING CAFETERIA 09 -012 Section 15010 Page 5 BASIC MECHANICAL REQUIREMENTS A. Where two or more manufacturers are listed, the first mentioned was used in preparing the design. Bids may be based on any one of those names, provided that they meet every aspect of the drawings and specifications. B. Where other than the first named manufacturer is selected or approved, include the cost of any resulting work and redesign of associated services or structure and submit redesign drawings for review with the shop drawings. Redesign drawings shall be to scale and of a standard equal to the Contract Drawings. C. Where two or more items of equipment and /or material, or the same type, are required, they shall be the products of a single manufacturer. D. Install and test all equipment and material in accordance with the detailed recommendations of the manufacturer. E. All equipment and their components shall have a visible manufacturer's nameplate which shall indicate manufacture's name, model number, serial number, capacity data, electrical characteristics and approval stamps. F. Each category of equipment and material shall be quoted separately by suppliers to the 'appropriate trade. G. Submit evidence that all proposed equipment is backed up by a local service organization and that there is a local stock of spare parts. 1.10 ADDITION OF ACCEPTABLE MANUFACTURERS A. Words "Acceptable Manufacturer" do not imply acceptance of any specific product. It only .indicates recognition of the manufacturer's ability to custom - build, if necessary, so as to comply with the specifications and the drawings in all respects. Any product - acceptance shall remain . subject to performance acceptable to the Owner. Refer to Section 01630 for additional requirements. 1.11 LIST OF MATERIALS A. Submit a completed Equipment List, which shows the make of equipment and material included in the Bid, including the names of the sub - trades. 1.12 EXISTING SERVICES 1.13 SHOP DRAWINGS BOEING CAFETERIA 09-012 Section 15010 Page 6 BASIC MECHANICAL REQUIREMENTS A. Protect all existing services encountered. Obtain instructions from the Owner, when existing services require relocation or modification. B. Arrange work to avoid shutdowns or existing services. Where shut -downs are unavoidable, obtain the Owner's written approval of the timing, and work continuously to minimize any interruptions. A. Submit shop drawings and all supporting material, sufficiently in advance of requirements to allow time for review. Both the Mechanical and the General contractors shall review, coordinate and approve (with their respective approval stamps bearing signatures and date) the shop drawings prior to their submission for review by the Owner's staff and by the Construction Managerial /Engineering representatives. Refer to Section 01200 of the specifications for other requirements. 1.14 WARRANTY A. Use of installed equipment during construction shall not shorten or alter the warranty period as specified in the General Conditions. B. Take note of any extended warranties specified. 1.15 PROTECTION OF WORK A. Protect equipment and material stored or in place during construction from the weather, moisture, dust and physical damage. B. Mask machined surfaces. Firmly secure covers over 1 equipment openings and open ends of piping, conduit and ductwork as work progresses. C. Any equipment that has operating parts, bearings or machined surfaces that show signs of rusting, pitting or physical damage will be rejected. D. Refinish damaged or marred factory finishes to the satisfaction of the Owner. 1.16 CUTTING, CORING AND PATCHING 1.17 FASTENING TO CONCRETE STRUCTURE BOEING CAFETERIA 09 -012 Section 15010 Page 7 BASIC MECHANICAL REQUIREMENTS A. Excavation back filling, cutting, coring and patching, required to install Mechanical services, will be by the General Contractor. Coordinate this requirement with the General Contractor prior to bidding. B. Openings through structural members of the building shall be approved by the Construction Manager prior to cutting and coring. A. General: 1. Do not use inserts in base material with a compressive strength less than 2000 psi 2. All inserts supporting piping shall have a factor o safety of 5. All other inserts shall have a factor of safety of 4. 3. Support ceiling hung equipment independent of the steel roof deck. Provide necessary structural steel support hanger rods and earthquake bracing between the bar joists. B. Insert Types: 1. Cast -in -place type 2. Drilled, mechanical expansion type a. Hilti HSL heavy duty anchor for use in concrete with compressive strength not less than 2749 psi b. Hilti Kwik -Bolt stud anchor for concrete c. Hilti HKD drop -in anchor for concrete d. Hilti Sleeve Anchor (medium and light duty) for concrete and masonry e. Hilti Zamac pin bolt (light duty) for concrete and masonry 3. Drilled, adhesive type a. Hilti Adhesive Anchor consisting of anchor rod assembly with a cartridge containing a two- component adhesive, resin and hardener for use in concrete housekeeping bases (in vertical downward position ) where the distance to the edge of the concrete base could cause weakness if a mechanical expansion type anchor were used. C. Notes: 1. All drilling for inserts shall be performed using the appropriate tool specifically designed for the particular insert. The diameter and depth of each drilled hole shall be to the exact dimensions as specified by the insert manufacturer. 2. Refer to manufacturer's recommendations for tightening torques to be applied to inserts. 1.18 SUPPORTS FOR EQUIPMENT A. Provide stands and supports for equipment and materials supplied. B. Construct equipment supports of structural steel or steel pipe. Securely brace. Employ only welded construction. Bolt mounting plates to the structure. C. Support ceiling hung piping, ductwork, equipment, etc. independent of the steel roof deck. Provide necessary structural steel support hanger rods and earthquake bracing between the bar joists. 1.19 CONCEALMENT 1.20 ACCESSIBILITY BOEING CAFETERIA 09 -012 Section 15010 Page 8 BASIC MECHANICAL REQUIREMENTS A. Conceal all piping, ductwork and conduit in partitions, walls, crawl spaces and ceiling spaces unless otherwise noted. B. Do not install piping and conduit in outside walls or roof slabs unless otherwise directed, in which case install them with the building insulation between them and the outside face of the building. A. Install all work so as to be readily accessible for adjustment, operation and maintenance. Furnish access panels where required in building surfaces for installation by building trades. B. Locate access panels in service areas wherever possible. Do not locate in paneled or special finish walls without prior approval of the Construction Manager. C. Access panels, approved for and compatible with the structure in which they are mounted, shall be flush type of 14 gauge steel having mounting flange, concealed hinges and screwdriver cam locks. BOEING CAFETERIA 09 -012 Section 15010 Page 9 BASIC MECHANICAL REQUIREMENTS D. Access panels in fire separations of 3/4 hour rating, and higher and fire walls shall have a compatible fire rating and U.L. label. E. Finish shall be brushed 14 gauge stainless steel in tile walls and prime coat in all other location, unless other wise directed. 1.21 RECORD DRAWINGS A. Refer to Section 01700 of the specifications. 1.22 PRIOR TESTS A. Test all work prior to concealment. B. Notify the Construction Manager in writing of the test ten business days prior to commencing tests. 1.23 MAINTENANCE MANUAL INFORMATION A. Request the manufacturer's brochures at the time of equipment purchase. Include only specific information pertinent to the equipment and material installed. Advertising literature and brochures of a general nature will be rejected. See Section 01700 for general requirements for Operating and Maintenance Manuals. 1.24 PROTECTIVE COATINGS A. In exposed areas, pipe hangers shall be coated with a rust . inhibiting primer, as they are installed. 1.25 CLEAN -UP FOR PAINTING A. Clean all exposed bare metal surfaces (supplied by the Mechanical Trades) by removing all dirt, dust, grease and millscale. 1.26 PAINTING A. General: 1. under this division of the specification, where factory - applied finishes on mechanical equipment have been damaged, touch -up in matching color to provide an unbroken coating. This applies throughout the job 2. all other painting, shall be provided under Division 9 of the specifications 3. use only first- quality paints. Clean and dry surfaces before painting. Remove temporary labels and tags and all dust, dirt, grease, oil and scale from surfaces to be painted. 4. all paint shall be applied strictly in accordance with the manufacturer's directions 5. protect nameplates, gauge glass, instruments, sprinkler heads, plated finishes, stainless steel, and factory- applied finishes from job - applied paint. 1.27 PAINTED LABELS BOEING CAFETERIA 09 -012 Section 15010 Page 10 BASIC MECHANICAL REQUIREMENTS A. Each major place of equipment or system shall have system name and number letter thereon. Letters shall be black and not less than six inches high and painted or stenciled on. Adhesive- backed labels shall not be used. 1.. "name and number" means the identification which appears on the contract drawings. Use name only if not numbered. Use name and number if both are shown. 1.28 PIPE IDENTIFICATION AND BANDING A. Piping shall have identifying labels as well as colored banding applied. If appropriate colored tape is not available, the banding may be painted on. B. The letter sizes, banding lengths and colors shall conform to the table below. C. Banding shall be wrapped (twice) around piping on 20 foot centers and at least once in each space. D. Outside Diameter Length of Size of of Pipe Color Band Letter 3/4" - 1 -1/4" 8" 1/2" 1 -1/2" - 2" 8" 3/4" 2-1/2" - 6" 12" 1 -1/4" t Natural Gas Black Yellow Hot Water Fire Protection. Systems Black Red 1.29 IDENTIFICATION TAGS AND SIGNS A. The following equipment, lines, etc. shall be tagged for identification. Tags shall be made of brass of "Grav -o -ply" with etched letters filled with white. Each tag is to indicate zone, area served, or equipment served. Tag all automatic valves, shut -off valves, push button stations, starters, manual switches and ceiling mounted fans. B. Piping and ducts shall have the name of the service (with painted or stenciled labels) and direction of flow. Gas lines shall also indicate pressure in "In. W.G." C. At each location of mechanical equipment requiring access for service and maintenance and located above a removable ceiling, provide a metal paper fastener (similar to Dennison No. 58 -005). The metal button on the paper fastener shall be color coded as follows: Color Devices Blue Manual Dampers Orange Instruments Green Control System Silver Valves 1 1 Pipe Contents Letter Color Domestic Water White Storm Sewer Sanitary Sewer BOEING CAFETERIA 09 -012 Section 15010 Page 11 BASIC MECHANICAL REQUIREMENTS Service Letters 1. Cleaning and service access C.A. 2. Controls, including heat sensors C 3. Dampers (backdraft, balance & control) D Note: letters shall be Franklin Gothic 2" high. Band Color Green D. Provide painted or stenciled labels on duct access panels, to indicate their usage as follows: 1.30 MISCELLANEOUS METAL 1.31 MAINTENANCE ACCESS 1.32 TESTING, COMMISSIONING, AND BALANCING BOEING CAFETERIA 09 -012 Section 15010 Page 12 BASIC MECHANICAL REQUIREMENTS E. Identify, using 6" high black letters on a white background, on the following items, after painting is complete: 1. major pieces of equipment F. Paint the valve handles same color as the color bands on the respective piping. A. Be responsible for all miscellaneous steel work relative to Division 15 of the Specifications, including but on limited to: 1. support of equipment 2. hanging, support, anchoring, guiding and relative work as it applies to piping, ductwork, fans and mechanical equipment 3. earthquake restraints 4. pipe anchor and /or support posts A. Locate all items requiring maintenance so as to be readily accessible and serviceable. B. Relocate any obstructions which interfere with proper servicing and possible replacement of equipment. A. Be responsible for the testing, commissioning and performance of all equipment supplied under Division 15. Commissioning is the process of advancing the installation from the stage of static completion to full working order to specified requirements. It is the activation of the completed installation. B. Commissioning shall commence only after all items are tested to be safe for operation and concluded when the installation is in full working order and acceptable for use. C. Refer to Section 15990 for balancing requirements. 1.33 DEMONSTRATION AND INSTRUCTION TO OWNER 1 BOEING CAFETERIA 09 -012 Section 15010 Page 13 BASIC MECHANICAL REQUIREMENTS A. After all systems are commissioned and balanced arrange an acceptable time with the Construction Manager for the demonstration of all systems. B. Demonstrate to and instruct the representative designated by the Owner about the complete systems operating and maintenance procedures using the assistance of specialist sub - trades and manufacturers' representatives. C. Obtain a signed statement from the Construction Manger certifying that the demonstration and instruction have been given to the owner's satisfaction. 1.34 FINAL ACCEPTANCE REQUIREMENTS A. Before the Construction Manager is requested to make a final acceptance inspection, commission and balance all systems and prove out all controls, interlocks and safety devices, thereupon submit: 1. record drawings, inspection and warranty certificates 2. approved balancing reports and control device setting record sheets 3. approved operating and maintenance manuals 4. a letter certifying that all work is complete, operational, clean and painted as specified B. During the final acceptance inspection the performance of all equipment, systems and safety devices shall be proven to the Construction Manager. C. Also refer to Section 01700 of the specification for additional requirements. 1.35 CONSTRUCTION MANAGER'S ACCEPTANCE A. It is not incumbent upon the Construction Manager to superintend the work so as to relieve the Contractor of any responsibility. B. Permission to proceed does not constitute approval of the work, or portion thereof. C. Approval of the work shall be made only upon the successful conclusion of tests and satisfactory performance under design operating conditions. PARTS 2 AND 3 - NOT APPLICABLE END OF SECTION 15010 PART 1 - GENERAL 1.01 GENERAL BOEING CAFETERIA 09 -012 SECTION 15240 PAGE 1 MECHANICAL VIBRATION CONTROL A. All equipment, ductwork and piping shall be isolated by spring type or other specified vibration isolators. B. No motor driven equipment or circulating fluid piping shall contact building without isolation. All isolators shall be secured to building structure unless specifically called for in the vibration isolation specifications and schedule. C. Provide a balanced set of isolators for each piece of equipment. Select isolators in accordance with equipment weight distribution to allow for no less than static deflection specified. All isolators for a single piece of equipment shall have approximately equal spring deflection. A minimum of four isolators per unit is required unless otherwise indicated. D. Each isolator shall be numbered and color -coded to show location. Code number and color shall be marked on plans, on each equipment isolator, and on each base to ensure proper placement. E. All isolators shall be clearly stamped or marked to show undeflected height and static deflection so that after installation and adjustment, deflection under load may be verified to ensure loading is within specified range and isolation is being attained. 1.02 MANUFACTURERS A. Acceptable manufacturers include Amber /Booth Co., Mason Industries Inc., Consolidated Kinetics Corp., Korfund or approved equal meeting all specified conditions. B. To qualify for approval, manufacturer shall certify in writing that he has the required engineering personnel for inspection and supervision. C. A single manufacturer as named above shall furnish all isolation products. The manufacturer is responsible for the following: 1. selecting vibration isolators which meet Contract Document requirements 2. furnishing shop drawings, coordination, supervision and instruction 3. coordinating selection of piping supports with equipment supports to maintain uniformly efficient isolation throughout each system while accommodating vibration, expansion and contraction without creating excessive stresses at equipment connections or in piping 4. reviewing equipment manufacturer's literature and ensuring that procedures for setting and adjusting all isolation devices are in accord with recommendations and providing supervision as necessary to insure correct installation and adjustment of isolators 5. at end of job, manufacturer shall make final inspection of project and submit three (3) copies of report certifying that isolators are installed as shown on shop drawings, free to work properly, and the deflections are as specified. 1.03 SUBMITTALS Submittal data for equipment isolation shall be submitted as follows: A. Submittal shall list the manufacturer and models of isolated equipment to be installed. Submittal shall include drawings of each model and indicate following in . tabulated form: 1, certification as mentioned earlier 2. isolated equipment as numbered in Contract documents 3. isolator type as numbered in Contract Documents 4. manufacturer's isolator model numbers 5. size, type, load and static deflection for each isolator 6. all submittals shall be signed by the manufacturer's registered professional engineer. PART 2 - PRODUCTS 2.01 STEEL SPRING ISOLATORS BOEING CAFETERIA 09 -012 SECTION 15240 PAGE 2 MECHANICAL VIBRATION CONTROL A. General: 1. required types of springs and spring deflections for isolators supporting various pieces of equipment are described later 2. all isolators for a single piece of equipment shall have approximately equal spring deflection r BOEING CAFETERIA 09 -012 SECTION 15240 PAGE 3 MECHANICAL VIBRATION CONTROL 3. end of springs shall remain parallel during deflection 4. for each spring, provide built -in equipment leveling bolt 5. equipment must be mounted absolutely level 6. all springs must be selected for additional fifty percent capacity to solid 7. provide sheet neoprene pad, type E -1, minimum 1/4" thickness, bonded to underside of baseplate or spring to serve as noise breaker. Select pad area and urometer to achieve a static deflection between 0.04 and 0.06 inches 8. installed isolators shall be adjustable and easily removed for replacement 9. springs shall be designed for minimum ratio of horizontal to vertical spring stiffness of 0.8 and minimum ratio of spring diameter to spring operating height of 0.8 B. Seismic Spring Type S -1 1. Adjustable, free - standing spring contained within a steel or iron housing specifically designed to limit equipment motion in all directions without compromising vibration isolation during normal operation. Snubbing shall take place in all modes with an adjustment to limit upward, downward and horizontal travel to a maximum of 1/4" before contacting snubbers. During normal operation the neoprene snubbers shall not contact the leveling bolt or any other part of the isolator which is in direct contact with the equipment. Spring housing must contain inspection ports to enable inspection of the spring during normal operation. Similar to Mason Industries Inc. SSLFH. C. Spring Hanger Type SH -1 1. Steel box frame, open on two sides, containing an open steel spring capable of supporting twice the rated load without reaching the yield point. Spring mounted in a molded neoprene rod isolation bushing. Spring diameters and lower hole sizes large enough to permit hanger rod to swing through thirty degree arc before contacting hole and short - circuiting spring. Provide hole in top of box for bolting to structure. Submittals shall include scale drawing of hanger showing misalignment capability. Similar to Kinetics SH, Mason HS, Korfund B, Amber Booth BS. D. Spring Hanger Type SH -2 1. Same as SH -1 but hanger shall be pre - compressed to the rated deflection to keep equipment or piping at fixed elevation during installation. Hangers shall have release mechanism to free spring after installation is complete and hanger is subjected to full load. Similar to Kinetics SH with release mechanism on spring, Mason PCHS, Korfund V, Amber Booth BS. 2.02 NEOPRENE ISOLATORS BOEING CAFETERIA 09 -012 SECTION 15240 PAGE 4 MECHANICAL VIBRATION CONTROL A. General:' 1. Neoprene rubber mounts and pads containing a minimum five percent pure neoprene rubber. When used in location which prevent easy replacement, use Dupont's bridge bearing stock which contains a minimum forty percent pure neoprene rubber. Use forty durometer unless otherwise specified. B. Sheet Neoprene Pads (NP) 1. Pad mounting consisting of one or two layers approximately 3/16" thick ribbed or waffled neoprene pads bonded to a galvanized steel load distribution plate. Thickness of the load distribution plate shall be sufficient to evenly distribute ( +/- 10 %) the load over the entire pad. Pad must be furnished with sufficient area to achieve the static deflection shown in the schedule. If anchoring is mandatory, provide neoprene grommets and washers to prevent anchor bolt from short circuiting isolation. Similar to Kinetics type NPD, Mason WMW, Korfund E, Amber Booth NR. C. Neoprene Isolators Type (NI -1) 1. Cone - shaped elastomeric mounting made from neoprene as specified with mounting holes in baseplate. Threaded insert is provided at the top of mount for attaching equipment. Mountings are designed for approximately 1/3" static deflection and loaded so that deflection does not exceed fifteen percent full height of mounting. Similar to Kinetics type RD, Mason ND, Korfund F, Amber Booth RVD. r r 1 1 D. Neoprene Hangers Type (NH -1) 1. Cone- shaped elastomeric mounting made from neoprene with a box similar to isolator Type SH -1. Hanger rod shall penetrate neoprene element and steel frame with sufficient clearance to allow it to swing through a thirty degree arc before contacting neoprene bushing at the perimeter of the hole in the frame. Submittals shall include scale drawing of hanger showing misalignment capability. Similar to Kinetics Mode RH, Mason HD, Korfund Series H. 2.03 FLEXIBLE PIPE CONNECTORS BOEING CAFETERIA 09 -012 SECTION 15240 PAGE 5 MECHANICAL VIBRATION CONTROL A. Braided type, screwed ends up to two inches, flanged for 2 -1/2 inches and larger. B. Stainless steel for steel pipe Flexonics #PCS. C. Bronze for copper pipe Flexonics #PCB. PART 3 - EXECUTION 3.01 ROOF -TOP PACKAGED A/C AND MAKE UP AIR UNITS A. Provide spring vibration isolation curb with integrated roof pitch corrections and acoustical package. Coordinate the curb dimensions, required duct openings,etc. with the approved shop drawings for the respective roof -top unit. Vibration isolation curb shall be as manufactured by Mason Model RSC -dB, Option '1' with 3" deflection. 3.02 PIPING A. Flexible Connectors 1. Provide flexible pipe connectors at piping connections to all equipment mounted or suspended with external vibration isolators. 2. Align bolt holes on flanged to prevent twisting of connector and install screwed flexible connectors to avoid twisting. 3. Do not use flexible connectors to compensate for misalignment of piping. 4. Install flexible connections at right angles to the directions of the vibration to avoid compression and extension of the connector from equipment motion. 3.04 RUST PROOFING BOEING CAFETERIA 09-012 SECTION 15240 PAGE 6 MECHANICAL VIBRATION CONTROL 3.03 DUCTWORK A. Flexible connection (specified elsewhere) shall be provided between all of the roof top air . handling unit fans and the connecting ductwork. A. General 1. All vibration isolation hardware shall be designed or treated for corrosion resistance. B. Nuts, bolts and washers shall be zinc electroplated. 3.05 ELECTRICAL CONNECTIONS (By Electrical Contractor) A. Electrical connections to all mechanical equipment motors shall be made through a flexible conduit designed to reduce motor vibration transfer into the rigid conduit which is directly attached to the building structure. B. Flexible conduit shall be sufficiently long to provide a 360 degree loop in the flex between the motor and the rigid conduit. C. A soft neoprene bushing shall . be provided at the connection point between the flex and the rigid conduit to break the metal -to -metal contact. D. All round wires from vibrating equipment shall be flexible with sufficient slack to prevent vibration transfer. Ground wires must not directly contact structural membranes (floors, walls or ceilings) or the building. E. Coordinate the above requirements with the Electrical Contractor. END OF SECTION 15240 "i PART 1 - GENERAL 1.01 SCOPE A. Provide insulation for all piping, ductwork and plenums as specified in this Section 1.02 GENERAL REQUIREMENT 1.03 SUBMITTALS BOEING CAFETERIA 09 -012 SECTION 15250 PAGE 1 MECHANICAL INSULATION A. Except where otherwise specified, insulation and coverings shall have a flame spread rating throughout the material not exceeding twenty -five, and a smoke developed classification of not more than fifty as determined by UL Standard No. 723 and NFPA Standard No. 255. A. Submit shop drawings in accordance with the General Conditions. PART 2 - PRODUCTS 2.01 INSULATION ADHESIVES, COATINGS, SEALERS AND MISCELLANEOUS ITEMS A. General: 1. apply adhesives, coatings and sealers as recommended by the manufacturer B. Adhesives: 1. foam plastic insulation adhesive: a. Armstrong 520, Chicago Mastic 17 -465, C.S.G. 105, Manville 57 2. vapor barrier adhesive (white, off - white, clear): a. Benjamin Foster 85 -20, Childers CP -82, Flintkote 230 -39 3. insulation to ductwork adhesive (white, off - white, clear): a. Benjamin Foster 85 -20, Childers CP -82, Flintkote 230 -39, 3M4230 4. insulation to masonry adhesive (cream): a. Flintkote 230 -22, Benjamin Foster, Goodlow Moore, Tuff Bond 5. fabric adhesive: a. Benjamin Foster 30 -36, Childers CP -52, Flintkote 120 -18 BOEING CAFETERIA 09 -012 SECTION 15250 PAGE 2 MECHANICAL INSULATION C. Coatings: 1. cold services pipe fitting insulation vapor barrier coating (on reinforcing membrane or on insulating cement) a. Childers CP -50, Benjamin Foster 30 -36, Flintkote 120 -09 2. foam plastic insulation finish coating (white): a. Armstrong, Flintkote 120 -13 3. foil facing finish coating (white): a. Benjamin Foster 30 -76, Flintkote 120 -09, Childers CP -50 D. Sealers 1. acoustic insulation coating /sealer: a. Benjamin Foster 30 -76, Flintkote 120 -09, Childers CP -50 2. fabric coating (white): a. Flintkote 120 -09, Childers CF -50, Benjamin Foster 30 -76 E. Miscellaneous Items: 1. reinforcing membrane: a. glass fiber reinforcing membrane as commercially available 2. vapor barrier tape: a. RFFRK strips b. scrim foil self - adhesive tape c. finishing tape compatible with facing material 3. insulating cement: a. E.P. Super '66, Johns-Manville 460, Ryder Thermokote M.W. High Temperature 4. hard finishing cement: a. E.P. One -Cote, johns-Manville 375, Ryder Thermokote 1 FW 5. insulation covering: a. Claremont Diplag 60 (glass fiber pre-pasted), Alpha - Maritex #3451 -RW (glass fiber pre - pasted), Thermocanvas (S. Fattal Canvas Inc,) 6. metal jackets: for the piping in the Mechanical Room provide 0.016" thick aluminum corrugated jacket and elbows, Childer's rolled jacket and F11 -Jacs fastened with bands and seals on nine inches to twelve inches on centers with longitudinal seams arranged to shed rain. Hot Water 1/2" (including Recirc.) 2.02 PIPE INSULATION A. Scope 1: TABLE OF PIPE INSULATION THICKNESS (inches) * Fluid RUNOUTS MAINS BOEING CAFETERIA 09 -012 SECTION 15250 PAGE 3 MECHANICAL INSULATION Nominal Pipe Sizes (In.) up to 2" up to 1" 1 -1/4" 2 -1/2" to 2" to 4" Cold Water 1/2" 1/2" 1" 1" 1" 1" 1 -1/2" * Based on thermal resistance R to be between 4.0 to 4.6 Hr. F. Sp. Ft. /BTu per inch at 75 F. mean temperature. ** Not exceeding 12 feet in length to individual terminal units. B. Material: 1. standard density insulation. a. glass fiber preformed pipe insulation (tested in accordance with ASTM C- 411 -61) complete with integral reinforced vinyl foil laminate vapor barrier jacket - Knauf, ASJ, Fiberglas ASJ, Manville Micro -Lok AP 2. high density insulation a. calcium silicate preformed pipe insulation - Atlas "Newtherm ", Manville "Thermo -12" b. expanded Perlite preformed pipe insulation - Goodtemp "1500" C. Application: 1. hot piping a. install standard density insulation except at fire separations b. install high density insulation at fire separations c. secure jacket flaps with spreading staples at three inches d. install strips of vapor barrier jacket over butt joints and secure with spreading staples or: BOEING CAFETERIA 09 -012 SECTION 15250 PAGE 4 MECHANICAL INSULATION 2. cold piping a. install standard density insulation except at fire separations b. install high density insulation at fire separations c. install insulation protection shield at each hanger d. apply vapor barrier jacket to high density insulation e. secure jacket flaps with spreading staples and vapor barrier adhesive f. install strips of vapor barrier jacket over butt joints and secure with spreading staples and vapor barrier adhesive 3. at hanger points on piping 2 -1/2" diameter and larger: a. either: 1) cut the standard density fibrous glass insulation and insert one or more lengths of high density Moulded Acoustical Products 'M- Block' fibrous glass insulation to suit adjacent pipe insulation thickness. Refer to 'M- Block' installation details for arrangement and number of lengths of high density fibrous glass inserts required; 2) install a length of high density pipe insulation, equal in length to the length of the insulation protection shield, fasten with sixteen gauge galvanized wire bands and apply ASJ or AP jacket D. Finish: 1: exposed inside the Mechanical Room - vapor seal the vapor barrier jacket and provide 0.016" thick aluminum weather protecting jacket with longitudinal seams located to shed water. E. Scope 2: (Applicable to piping covered under Scope 1) 1. Fittings 2. Flanges and Unions 3. Valves 4. Strainers F. Fittings: 1. where concealed: a. either: 1) to match the adjoining piping insulation mitred to cover fittings i r 1 BOEING CAFETERIA 09 -012 SECTION 15250 PAGE 5 MECHANICAL INSULATION b. or: 1) insulate with strips of 1/2" thick flexible insulation to the thickness of the adjoining piping insulation and cover with a layer of reinforcing membrane secured with binding cord. Apply 1/16" wet film thickness of vapor barrier insulation coating on cold services only. 2. where exposed: a. either: 1) insulate with strips of 1/2" thick flexible insulation to half the thickness of the adjoining piping insulation, cover with a layer of reinforcing membrane secured with binding cord and finish with insulating cement to the depth of the adjoining piping insulation. Apply 1/16" wet film thickness of vapor barrier insulation coating on cold services only. b. or: 1) insulate elbows with Molded Acoustical Products molded fibrous glass pipe fitting insulators to match adjacent insulation thickness. Cover with a layer of reinforcing membrane and apply 1/16" wet film thickness of vapor barrier insulation coating on cold services only. c. or: 1) apply Zeston Manville pre- molded P.V.C. insulation fittings. Fibrous glass fitting insulation shall be compressed to obtain equivalent compressive strength as the adjacent insulation. G. Flanges, Unions and Victaulic Fittings: 1. insulate all flanges on hot and cold services inside building 2. insulate unions on cold water 3. insulate with sections of oversized preformed pipe insulation to overlap the adjoining insulation at least three inches (or apply Molded Acoustical Products pre- molded insulators for flanges or Victaulic fittings) H. Valves: 1. insulate screwed valves (bodies and bonnets) only on cold water 2. insulate all flanged valves (bodies and bonnets) on hot or cold services inside building BOEING CAFETERIA 09 -012 SECTION 15250 PAGE 6 MECHANICAL INSULATION 3. insulated valve bodies and bonnets with easily removable insulation blankets (to be laced in place) constructed of same thickness as that for the adjacent piping Owens- Corning Fiberglass TIW glass wool, non - oiled, fully enclosed on all sides and edges, within tight -weave Alpha Maritex 1925, asbestos -free glass cloth. Attach brass Bergen hoods on three -inch centers and lace with copper wire. I. Strainers: 1. insulate screwed strainers only on cold water piping 2. insulate all flanged strainers 3. insulate bodies, except for end flanges and /or plug with sections of over -sized pre - formed pipe insulation to overlap the adjoining insulation at least three inches 4. insulate end flanges and /or plugs on cold water strainers by enclosing in a removable cap of 3/4" thick Armaflex insulation. Secure removable caps with stainless steel worm -drive clamps J. Note: (applicable to Scope 1 and Scope 2) 1. cut back insulation at forty -five degrees and finish with insulating cement around the base of thermometers, pressure gauges, flow switches and controllers 2. cut back insulation at forty -five degrees and finish exposed insulation with insulation cement to match the adjacent insulation at all uninsulated piping components 3. vapor seal insulation on cold piping under Scope 2 to match the adjoining piping insulation under Scope 1 4. finish insulation under Scope 2 to match the adjacent insulation finish specified under Scope 1 5. Submit'a sample of insulated fittings (for exposed locations) before commencing site installation 6. coat with an anti -sweat coating - Kem "Insulex" or approved alternate a. following uninsulated cold surfaces: connecting surfaces of thermometers, pressure gauges, flow switches, controllers, etc. The coating thickness shall be as recommended by the coating manufacturer for the system operation conditions. 2.03 ACOUSTIC INSULATION FOR INTERNALLY LINED DUCTWORK A. General: 1. terminate insulation short of all control, smoke and fire dampers so as not to interfere with their operation B. Provide acoustic insulation for the following ductwork: 1. All supply air and return air ductwork from the roof top air handling units up to the silencers in the respective ductwork 2" 2. All supply and return ductwork not covered under item '1' above 1" 3. Transfer air duct 1" a. Material: 1) glass fiber flexible insulation with sealer coating on one face - Knauf, Manville, Fiberglas 2) minimum density 3.0 lbs /cu. ft. 3) minimum sound absorption coefficient at one inch thickness (ASTM C -423 66 Test Method #6): N.R.C. 0.70 b. Application: 1) ducts twenty -four inches and less in width - adhere insulation with insulation adhesive applied to complete duct surface with coated side . of insulation exposed to airstream ducts larger than twenty -four inches in width - adhere metal clips or nylon pins at twelve -inch centers. (Welding pins may be used provided a capacitor type gun is used.) Impale insulation on pins or clips with coated side exposed to airstream and secure with holding washers. seal all joints, raw edges and other points of penetration of coating with reinforcing membrane insulation coating /sealer insulation under item 2.03B,1 shall be covered with 22 gage perforated galvanized sheet metal duct liner and fastened in place with metal clips. PART 3 - NOT APPLICABLE END OF SECTION 15250 BOEING CAFETERIA 09 -012 SECTION 15250 PAGE 7 MECHANICAL INSULATION PART 1 - GENERAL i 1.01 SCOPE OF WORK BOEING CAFETERIA 09 -012 Section 15310 Page 1 FIRE SPRINKLERS A. The fire sprinkler system shall comply with the ordinary hazard occupancy as defined by NFPA -13, 14 and U.F.C. article 10. B. All system components shall be provided by a sprinkler contractor with a valid license from the State of Washington and, where applicable, electrically monitored by Division 16. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Basic Mechanical Requirements: Section 15010 B. Fire Alarm System: Section 16721 1.03 CODES, STANDARDS AND APPROVALS A. National Fire Protection Association (NFPA) No. 13, 14 and U.F.C. article 10. B. Standard for the Installation of Sprinkler Systems as currently enforced by: • Boeing Fire Protection Engineer • Factory Mutual Underwriters • City of Tukwila Fire Marshal 1.04 GENERAL NOTE A. Where there are conflicting requirements as between one code and another, between a code and part of the specifications or between a code and a requirement shown on the drawings, the more stringent requirement shall govern. 1.05 SUBMITTALS A. Submit the shop drawings to the Boeing's Fire Protection Engineer after obtaining the approval of the C.T.F.D. B. Shop drawings having the approval of Boeing's Fire Protection Engineer and the City of Tukwila Fire Department shall be submitted for review by the Consulting Engineer. 1.06 B. Engineer's review will be for general arrangement only and will not relieve the Contractor of his responsibilities for design dimensions, field coordination, quantities and installation. C. Shop drawings shall show a pipe schedule system as per NFPA -13. All sprinkler system components shall be coordinated with other trades, lights, diffusers and the Architectural reflected ceiling plan,• D. Submit manufacturer's published literature (catalog cuts) for all specified products including specific model numbers, physical characteristics, performance data, color or finish, etc. including submittal on pipe welding procedures as required by NFPA -13. E. No work shall begin until all submittals are reviewed and accepted by Boeing's Fire Protection Engineer. A. Shop drawings shall not be reproducible drawings of the contract drawings. PART 2 - PRODUCTS 2.01 GENERAL A. Fire protection equipment and materials shall :be "Factory Mutual" (FM) approved and "Underwriters Laboratories" (UL) listed for fire protection. 2,02 ACCEPTABLE MANUFACTURERS:. 1. Central, Viking, Grinnell, Reliable, Automatic, Nibco. 2.03 PIPING A. Standard weight, Schedule 40 black steel pipe, ASTM A53 for pipe joined by threaded fittings or by couplings. B. Fittings and couplings shall be in accordance with NFPA - 13 and shall not be of the hooker or plain -end type. "Clamp T's" shall be Victaulic Model 920 or approved equal. 2.04 HANGERS BOEING CAFETERIA 09 -012 Section 15310 Page 2 FIRE SPRINKLERS A. All hangers and supports shall conform to NFPA -1,3, current edition. C -Clamp hangers shall have retaining straps. 1 A. "Viking" check valve, Model "D ", 175 psi rated working pressure with grooved ends and rubber faced discs. 2.07 FLOW SWITCHES A. "Potter" model VSR -D water -flow switch with two sets of single pole, double throw contacts, time delay and suitable for 24 volt D.C., no exceptions. 2.08 SUPERVISORY SWITCH A. "Potter" Model OSYS -U electric switch, two SPDT with tamper -proof cover, bracket and .7- bolts, no exceptions. 2. 09 SPRINKLER HEADS 1 , . 2.10 SEISMIC BRACING A. Seismic bracing shall be pipe clamp and pipe with swivel ring as per Grinnell Figure 112. "Fast - Clamp" bracing shall not be permitted. 1 '' 2.05 GATE VALVES BOEING CAFETERIA 09 -012 Section 15310 Page 3 FIRE SPRINKLERS A: "Kennedy" Figure 68, cast iron, OS & Y, bronze mounted, 175 psi rated working pressure, flanged ends. 2.06 CHECK VALVES A. Type 1: "Reliable" Model G exposed upright, fusible link with brass finish. Type 2: "Reliable" Model G chrome plated recessed pendent, with chrome plated recessed cup assembly and trim ring. Type 3: Provide dry -type sprinkler heads underneath the outdoor canopy, roof overhangs and in the walk - in freezers. B. Sprinkler heads in the electrical room and the kitchen hood exhaust duct shall have a temperature rating of 212 degrees F. All remaining heads shall be rated for 165 degrees F. PART 3 - EXECUTION 3.01 GENERAL A. All sprinkler piping, heads, valves, etc. shall be coordinated with piping, ductwork, valves, lighting, fixtures and structural members so as to avoid conflict. 3.02 PIPING BOEING CAFETERIA 09 -012 Section 15310 Page 4 FIRE SPRINKLERS A. All piping shall be graded so as to be able to drain back to the main drain. Where this is not possible, provide additional auxiliary drain valves. Locations of auxiliary drains subject to the approval of the Construction Manager. B. Pipe through fire rated walls, floors and ceilings shall be sealed with a non - combustible flexible, U.L. classified fire retardant materials so as to maintain the integrity of the rated separation. C. Provide 1 -1/4" nipples with caps at ends of cross mains for flushing. D. Piping shall be concealed in areas having suspended ceilings. E. Use flanged connections at valve stations. F. Provide supervisory switches on O.S. & Y. gate valves. G. Provide escutcheon plates where exposed piping passes through walls or ceilings. H. Provide upturn tees and swing drops. 3.03 SPRINKLER HEADS A. Exact locations of sprinkler heads in suspended ceilings to be coordinated with the air terminals, light fixtures and the reflected ceiling plans. 3.04 SEISMIC SUPPORTS A. Provide seismic restraining sway bracing as required per NFPA -13. 3.05 TEST CONNECTIONS A. Provide inspector's test connections at all remote points in the system as per NFPA -13 and as directed by the City of Tukwila Fire Department. B. Exposed locations of test connections shall be subject to approval of the Construction Manager prior to installation. 3.06 FLUSHING BOEING CAFETERIA 09 -012 Section 15310 Page 5 FIRE SPRINKLERS A. Piping shall be thoroughly flushed and disinfected and be free from all scale, sediment, etc., as soon as possible after the system is filled. B. Flush piping at a minimum velocity of six feet per second. C. Flushing shall conform to the general testing requirements specified in this section. 3.07 TESTING A. General: 1. Notify Boeing's Fire Protection Engineer and Construction Manager in writing a minimum of 10 working days in advance of scheduled tests. 2. Scheduled tests shall not conflict with work by other •trades or with Boeing's schedule. 3. Testing shall be conducted in the presence of and be approved by Boeing's Fire Protection Engineer. 4. Piping tested to be unsatisfactory shall be repaired or replaced at the discretion of the Boeing's Fire Protection Engineer and be rescheduled for the testing and retested at no additional cost the Owner. 5. Revisions or additions to tested and approved piping may necessitate the system to be rescheduled for testing and retested at Boeing Fire Protection Engineer's option. If revision or addition is due to the Contractor's negligence, the retesting shall be done at no additional cost to the Owner. 6. Provide all labor, materials, forms and permits required for testing. B. Test Procedure: 1. Test piping at 200 psi for two hours with no leaks or loss of pressure in accordance with NFPA -13. 3.08 APPROVALS A. Final installation shall be subject to the approval of the City of Tukwila Fire Marshal and Boeing Fire Protection Engineer. END OF SECTION 15310 1 1.02 L.. i PART 1 - GENERAL 1.01 SCOPE OF WORK A. Provide all piping for the following systems. 1. Sanitary waste and vent 2. Cold and Hot water 3. Condensation drain from cooling coils and unit coolers. 4. Drains from the ice machines. RELATED WORK SPECIFIED ELSEWHERE Piping Insulation: Section 15250 Plumbing Specialties: Section 15430 Natural Gas: Section 15495 PART 2 - PRODUCTS 2.01 SANITARY WASTE AND VENT PIPING BOEING CAFETERIA 09 -012 SECTION 15410 PAGE 1 PLUMBING PIPING A. Above Ground: 1. No -hub cast iron pipe and fittings, CISPI 301, with stainless steel, neoprene gasket, no -hub couplings, ASTM C564, CISPI 310. 2. Alternate for Vent piping above fixture overflow only: DWV class copper,drainage tube, ASTM B306, with cast bronze, ANSI B16.23, or wrought copper drainage fittings, ANSI B16.29 with type 95/5 tin - antimony soldered joints. B. Below C.,round: 1. Service weight hub and spigot cast iron pipe and fittings, ASTM A74, ANSI A112.5.1, with neoprene gasket and ring joints, ASTM C564. i 1 2.03 WATER PIPING (ABOVE GROUND) E A. Type L hard drawn seamless copper water'tube, ANSI H23.1, ASTM B88, with cast brass or wrought copper pressure fittings, ANSI B16.22. 2.04 WATER PIPING (BELOW GROUND) BOEING CAFETERIA 09 -012 SECTION 15410 PAGE 2 PLUMBING PIPING A. Type K soft copper tube, ANSI H23.1, ASTM B88, with cast brass or wrought copper pressure fittings, ANSI B16.22. Pipe to be encased in P.V.C. piping. B. Ductile iron, AWWA C151, Class 51, cement lined per AWWA C -104 with rubber gasket joints conforming to AWWA C111. 2.05 PIPE INSULATION A. Refer to Section 15250. 2.06 PIPE HANGERS AND ACCESSORIES A. 1" and smaller 1. "Grinnell ", Fig. 269 carbon steel, adjustable ring type with galvanized finish. 2. "Grinnell" Fig. CT -269 carbon steel, adjustable ring type with copper finish. B. 1 -1/4" to 3 ": 1. "Grinnell" Fig. 65 light weight, carbon steel, adjustable clevis type with black finish. 2. "Grinnell" Fig. CT -65 light weight adjustable clevis type with copper finish. C. 4 ".and.larger: 1. "Grinnell" Fig. 260 adjustable clevis type with black finish. D. "Grinnell" Fig. 167 carbon steel insulation protection shield with radius equal to insulation. E. "Grinnell" Fig. 146 continuously threaded hanger rods with electro - galvanized finish. F. Acceptable Manufacturers: 1. Fee & Mason, Michigan, Elcen, P.H.D. Manufacturing. 2.07 WALL SUPPORTS "Unistrut ",or "Speed Strut" channel type supports. 2.08 RISER SUPPORTS A. "Grinnell" Fig. 261 carbon steel riser clamp. 9 E. Piping serving island fixtures shall be fed from the ceiling down, concealed in the nearest wall cavity to the floor below and rising up within casework. Provide additional drain valves where necessary. 3.02 SLEEVES A. Pipe passing through walls or floors shall be sleeved two inches greater than pipe diameter. Fill space with fiberglass wool or a non - hardening caulking compound. No piping shall be installed in direct contact with concrete. i r BOEING CAFETERIA 09 -012 SECTION 15410 PAGE 3 PLUMBING PIPING B. "Grinnell" Fig. CT -121 carbon steel riser clamp with copper finish. PART 3 - EXECUTION 3.01 GENERAL A. Piping shall be installed as direct as possible with the least amount of fittings, parallel to building lines and above lights. B. Couplings shall not be installed in wall or floor sleeves. C. Open ended piping shall be capped or plugged during construction to restrict the entrance of dirt or other foreign material. D. All piping shall be concealed either above the ceiling or inside the walls unless indicated or noted otherwise on the drawings. All items requiring service access (e.g. isolation valves etc.) shall be installed in readily accessible locations. B. Provide twenty -four gauge galvanized steel pipe sleeves at concrete floor slabs and interior gypsum board stud partitions. Provide Schedule 40 steel pipe sleeves at concrete walls. 3.03 FLANGES AND UNIONS A. Provide flanges or unions on all connections to the following items: 1. Pumps 2. Water heater 3. Pressure reducing valves 4. Plumbing fixtures 5. Owner - supplied equipment 6. Where otherwise noted on plans BOEING CAFETERIA 09 -012 SECTION 15410 PAGE 4 PLUMBING PIPING B. Unless otherwise noted, connection up to two inches shall have unions. Connections 2 -1/2" and over shall have flanges. C. Provide dielectric unions on all connections to dissimilar metal pipe (e.g. copper to steel) to prevent galvanic action and corrosion. 3.04 SOLDERED JOINTS (COPPER PIPING) A. Lead free, 95/5 tin antimony solder 3.05 FIRE SEPARATIONS A. All pipe penetrations through fire -rated floors and walls to be sealed or caulked with a non - combustible flame retardant caulking to maintain the integrity of the fire -rated separation and sleeved (Ref. item 3.02). 3.06 SANITARY WASTE PIPING A. All horizontal drains shall have a fall of not less than 1/4" per foot unless shown otherwise (to suit space constraints) and approved by the local code authority having jurisdiction. B. Double waste fittings for lavatories and sinks shall be sanitary crosses. 3.07 VENTING A. Extend all venting through roofs and provide a separate three -inch high, five pound lead cap to close the gap between the flashing and the pipe: The existing flashing shall not be turned over the'pipe. B. All plumbing vent terminals shall terminate a minimum of twelve- inches above the roof and be located at least ten feet from any fresh air intakes. C. Vent caps shall not reduce the free'area of the pipe below that normally required for the number of fixtures they serve. 1 fS E. Vents on sanitary waste systems may be copper above fixtures overflow line. 1... 3.08 WATER PIPING (.` 3.09 3.10 D. Vent piping shall be graded to drain back to sanitary waste pipes. A. Piping shall be installed so as to permit system to be drained. Where this is not possible, provide additional drain valves in accessible locations with access panels subject to approval by the Construction Manager. B. Provide escutcheon plates where exposed piping penetrates walls, floors or ceilings. PIPE HANGERS, RISER AND WALL SUPPORTS A. General: 1. Pipe hanger and support materials shall be compatible with. the piping materials. , 2.;. Coordinate exact locations to avoid other conflicting building services. 3. Provide insulation protection shields and oversized hangers to suit on all'piping..with continuous. insulation. 4. Adjust hangers for proper grading of pipe. 5. Provide all necessary support steel in breather walls for installing riser supports. B. Maximum Horizontal Hanger Spacing (Feet) Piping Material Pipe Dia, Copper Steel Cast Iron Up to 3/4" 1" & 1 -1/4" 1 -1 /2" & 2" & 3" 4" 6" FLUSHING BOEING CAFETERIA 09 -012 SECTION 15410 PAGE 5 PLUMBING PIPING 3/8" 5 5 3/8" 6 7 3/8" 8 9 5 1/2" 10 11 5 5/8" 12 14 5 3/4" 17 5 A. All domestic water piping shall'be thoroughly flushed and disinfected so that it'is free from all scale, sediment, etc., as soon as possible after the system is filled. B. Flush piping at - a minimum velocity of six feet per second. 3.11 CHLORINATION OF WATER LINES END OF SECTION 15410 BOEING CAFETERIA 09 -012 SECTION 15410 PAGE 6 PLUMBING PIPING A. All water lines shall be disinfected in conformance with the American Water Works Association Standard C601-68, D10Z -64, A100 -66 (A1-10) or other Standard acceptable to the Owner. All sterilization tests shall be made in the presence of the Construction Manager with the Owner or his /her representative present. The water must be sampled and shown to be bacteriologically safe before use will be permitted. B. Tests shall be as follows: 1. Sanitary Waste and Vent and Storm Piping: Hydrostatic test at a pressure equal to ten feet of head of water above topmost point of system. 2. Water Piping: One and one -half (1 -1/2) times the working pressure of the system for two (2) hours with no visible leaks and not more than a 5 psi drop in pressure. 3.12 INSPECTION A. All work is subject to inspection by the Construction Manager and /or local code authority. No plumbing system or part thereof shall be covered until it has been inspected and approved. f PARS' 1 = M I N I M 1.01 SCOPE OF WORK Provide all plumbing specialties as specified herein and as shown on the Contract Drawings for a complete, workable system. 1.02 RELATED WORK SPECIFIED ELSEWHERE Plumbing Piping: Section 15410 PART 2 - PRODUCTS 2.01 BALL VALVES 1. One inch and smaller only: a. Provide gate valves on 1 -1 /4" and larger piping. 2. Provide with minimum 2 -1/4" lever extension. 3. "Jenkins" 902 -T, solder joint ends. 4. "Jenkins" 900 -T, threaded ends. 5. Acceptable Alternate Manufacturers: a. Red & White, Crane. 2.02 GATE VALVES C. Acceptable Manufacturers: 1. Nibco, Milwaukee, Red & White. 2.03 GLOBE VALVES C. Acceptable Manufacturers: 1. Nibco, Milwaukee, Red & White. BOEING CAFETERIA 09 -012 SECTION 15430 PAGE 1 PLUMBING SPECIALTIES A. Two inches and smaller (Bronze Body, 125 psi): 1. "Jenkins" 1240, solder joint ends. 2. "Jenkins" 47, screwed joint ends. B. Two and'one -half (2 -1/2) inches and larger (Iron Body, O.S. & Y., 125 psi): 1. "Jenkins" 651A, flanged ends. A. Two inches and smaller (bronze body, 125 psi): 1. "Jenkins" 1200, solder joint ends. 2. "Jenkins" 746, screwed joint ends. B. Two and one -half (2 -1/2) inches and larger (iron body, O.W. & Y., 125 psi): 1. "Jenkins" 613, flanged ends. 2.04 CHECK VALVES BOEING CAFETERIA 09 -012 SECTION 15430 PAGE 2 PLUMBING SPECIALTIES A. Two inches and smaller (bronze body, swing disc, 125 psi): 1. "Jenkins" 1222, solder joint ends. 2. "Jenkins" 92A, screwed joint ends. B. Two and one -half (2 -1/2) inches and larger (iron body, swing disc, 125 psi): 1. "Jenkins" 624, flanged ends. C. Acceptable Manufacturers: 1. Nibco, Milwaukee, Red & White. B. B. Minimum Requirements: 1. 125 psig rating 2. calibrated setting dial 3. meter connection tappings with built -in check valves C. Accessory: 1. differential meter #RO -1 complete with hoses, valves, gauges and calibration charts D. Note: 1. install where specifically shown 2.06 PRESSURE AND TEMPERATURE RELIEF VALVES A. "Watts" series 40 -140 bronze, A.S.M.E. rated, automatic reseating, test lever. Acceptable Manufacturers: 1. Wilkins, Spence, Mueller. 2.07 PRESSURE REDUCING VALVES A. "Watts" series U5B standard capacity, bronze body, integral stainless steel strainer and trim, union connections, adjustable pressure control and replaceable discs. 2.05 CIRCUIT SETTERS ({ A. Design: 1. Armstrong CBV with measuring taps to suit the presently available computerized instrumentation. i B. Acceptable Manufacturers: 1. Wilkins, Spence, Mueller. 2.08 BACKFLOW PREVENTION DEVICES BOEING CAFETERIA 09 -012 SECTION 15430 PAGE 3 PLUMBING SPECIALTIES A. General: 1. Backflow prevention devices shall be as shown on the current list of "approved cross - connection control devices" as published by the Washington Department of Social and Health Services (D.S.H.S.). 2. Each device must be tested by a certified tester in the presence of the Owner with the proper forms completed and a copy sent to local code authority B. Reduced Pressure Principle Backflow Preventer: 1. "Watts" series 909 or 900, bronze body, stainless steel internal parts, test cocks, strainer and gate valves. C. Double Check Valve Assembly: 1. "Watts" series 709, bronze body, test cocks, . stainless steel trim and gate valves for up to three inches diameter pipe size. 2. "Watts" series 709, epoxy coated cast iron, bronze seats, test cocks and O.S. & Y. gate valves for four inches diameter and larger pipe size. D. Acceptable Manufacturers: 1. Febco, Hersey, Cal -Val, Wilkins, Rockwell. 2.09 VACUUM BREAKERS A. Pressure Type: "Watts" No. 800, bronze body, test cocks and gate valves. B. Atmospheric Type: "Watts" No. 288A series, full -size orifice, bronze body and threaded connections. C. Acceptable Manufacturers: 1. Febco, Hersey, Wilkins. 2.10 TRAP PRIMERS /TIME CLOCK A. "Asco" No. 8030A16 low pressure two-way solenoid valve, normally closed operation, brass body. B. "Precision Plumbing Products" Oregon #1 trap primer distribution units. C. Acceptable Manufacturers: 1. Zurn, Wade, Jay R. Smith. D. Provide a 24 hour time clock. E. Set the time clock to open the solenoid valves a 30 second duration during every twenty -four hour period. F. Provide necessary electrical wiring a 2 minute timer relay and conduits in coordination with the Electrical Contractor. 2.11 WATER HAMMER ARRESTERS (WHA) A. "Zurn" 1700 series, stainless steel casing and welded nesting bellows. B. "Precision Plumbing Products" type K hard drawn copper and brass piston with O-Ring seals. C. Acceptable Manufacturers: 1. Wade, Jay R. Smith. PART 3' - EXECUTION 3.01 GENERAL 3.02- VALVES BOEING CAFETERIA 09 -012 SECTION 15430 PAGE 4 PLUMBING SPECIALTIES A. Provide shut -off valves at each riser base, each main branch, connection(s) to each of the fixture /equipment whether indicated on the Contract Drawings or not., B. Provide reasonable clearance above valve handles for ease of operation. �i (f BOEING CAFETERIA 09 -012 SECTION 15430 PAGE 5 PLUMBING SPECIALTIES C. Valves in pipe chases shall be installed within reach from the access doors. D. Pipe all relief valves full size to adjacent floor drains. 3.03 BACKFLOW PREVENTION DEVICES A. Provide backflow prevention devices at the following locations: 1. In areas where possible contamination of the potable water system exists. 2. Where indicated on the Contract Drawings. B. The drain line from the relief outlet shall discharge through an air gap fitting and be piped full size to a nearby floor drain. C. Locate all backflow prevention devices at a maximum of five feet above finished floors. D. Installation shall be in complete conformance to the manual for "Accepted Procedure and Practice in Cross Connection Control" (current edition) as published by the Pacific Northwest Section of the AWWA, E. Complete testing of all devices shall be a part of this section of the work prior to final acceptance of the plumbing systems. A certificate shall be submitted, duly signed and witnessed by the Owner that the testing was satisfactory. Water lines must be thoroughly flushed before device is installed. 3.04 VACUUM BREAKERS A. Vacuum breakers shall be provided at each fixture or item or equipment where possible contamination of the potable water system exists. Separate vacuum breakers may be omitted where .individual fixture supplies have an integral vacuum breaker. B. All vacuum breakers shall be installed a minimum of twelve inches above the flood level of fixtures, and a maximum of five feet above finished floor. 3.05 TRAP PRIMERS /TIME CLOCKS A. Provide trap primer piping for all floor drains with traps. Trap primer solenoid valves shall be installed in the readily accessible locations. BOEING CAFETERIA 09 -012 SECTION 15430 PAGE 6 PLUMBING SPECIALTIES 3.06 WATER HAMMER ARRESTERS A. Water hammer arresters shall be sized and installed per manufacturer's instructions. B. Locations to be as follows: 1. Flush valves 2. , Self - closing faucets 3. Solenoid valves END.OF SECTION 15430. E B. Where necessary, provide access doors in locations subject to approval by the Construction Manager. C. Set time, clock to open solenoid valve for a 30 second duration per every twenty -four hour period. V D. Provide shut off valve and water hammer arrester upstream of each solenoid valve. r r r r 1.02 1 r 1 t i 1 1 PART 1 - GENERAL 1.01 SCOPE A. Provide all plumbing fixtures as specified herein and as shown on the Contract Drawings for a complete, workable installation. B. Provide all plumbing trim as specified herein for fixtures and equipment furnished under other sections. A. B. All fixtures and related plumbing for disabled persons use shall be in complete accordance with the latest edition of the Uniform Building Code, Section 511, "Access to Toilets and Other Facilities" as amended by the Washington State Regulations for Barrier -Free Facilities. 1.03 RELATED WORK SPECIFIED ELSEWHERE 1.04 DESCRIPTION A. Obtain exact location and mounting heights of fixtures from architectural plans, unless otherwise specified elsewhere or noted on the plumbing drawings. B. Provide stop valves (to be accessible from the same floor level as the fixture) in the water connections to each fixture including sinks, except where integral stops are specified. C. Where trim or rough -in is not specified, furnish all necessary for the completion of the job, and of the same quality as elsewhere specified. CODES AND STANDARDS All fixtures shall comply with the current local and state ordinances and codes and applicable standards as published by ANSI A112.19. Where requirements indicated in Contract Documents are in excess of ANSI Standards, the requirements in Contract Documents shall govern. General Mechanical: Plumbing Piping: Plumbing Specialties: Food Service Equipment: Section 15010 Section 15410 Section 15430 Section 11400 BOEING CAFETERIA 09 -012 SECTION 15440 PAGE 1 PLUMBING FIXTURES All fixtures shall be white, except as noted. H. Lavatory Supplies: Speedway #R1712A. I. Deck -types Supplies: Speedway #R1712KF. 1.05 SUBMITTALS BOEING CAFETERIA 09 -012 SECTION 15440 PAGE 2 PLUMBING FIXTURES E. Flush valves shall be Sloan Royal Quiet Flush pattern. Vacuum breaker and stop valve required. F. Install wall carrier fittings where specified and as required for wall mounted fixtures. Where special wall carriers are not specified, provide carrier or hanger clips furnished as standard for the particular fixture. G. School Stops: Repcal B98 or 99 to suit wall. A. Submit shop drawings to the Construction Manager for review for all plumbing fixtures and trim items as specified in this section. Refer to Section 01340, shop drawings, product data and samples for additional. requirements. B. Coordinate the exact opening sizes for fixtures which are required to be installed into casework with the casework supplier prior to fabrication and installation of relevant items. 1.06 KITCHEN EQUIPMENT A. Refer to the food services equipment drawings and specifications for information concerning kitchen equipment and for items to be provided under this section of the work. Arrange piping connections to equipment as recommended by the equipment manufacturer to maintain ease of access for servicing. B. Unless noted otherwise, all uninsulated exposed piping and piping components shall be chrome - plated. Provide chrome - plated escutcheons at all wall and floor penetrations. r r r r i PART 2 - PRODUCTS �. 2.01 GENERAL i 1 B. All fixtures of the same type shall be of one manufacturer. 1 . 2.02 ACCEPTABLE MANUFACTURERS i 1 i i 1 i 1 1.07 VACUUM BREAKERS BOEING CAFETERIA 09 -012 SECTION 15440 PAGE 3 PLUMBING FIXTURES A. Provide vacuum breakers on all cold and hot water outlets with possible hose connections. A. Fixtures shall be free from flaws or blemishes. Surfaces shall be clear, smooth and bright and have dimensional stability. Visible parts of the fixture trim shall be chrome- plated unless noted otherwise. A. The following manufacturers shall be considered as an acceptable alternate to that specified. 1. Water Closets: American Standard, Kohler, Crane. 2. Lavatories: American Standard, Kohler, Crane. 3. Urinals: American Standard, Kohler, Crane. 4. Water Closet Seats: Beneke, Bemis. 5. Fixture Trim: Kohler, American Standard, Chicago Faucet, Powers, T & S Speakman. 6. Fixture Supplies: McGuire, Frost, Brasscraft, Speedway. 7. Floor Drains: Jay R. Smith, Wade, Zurn. 8. Fixture Supports: ,Josam, Wade, Zurn. 9. Water Heaters: State, Rheem, P.V.I., Bock, A.O. Smith, AERCO. 10. Grease interceptors: Zurn, Smith. 2.03 FIXTURE SUPPLIES A. All exposed (not in the walls) fixture supplies shall be polished chrome, 1/2" compression angle type valves with loose key locks and 3/8" flexible risers as manufactured by "Chicago Faucet ". B. P -Trap and waste arm assemblies shall be polished chrome plated cast brass trap with clean -out plug, seventeen gauge tubing for waste arm and chrome plated escutcheon plate. 2.04 PLUMBING FIXTURES BOEING CAFETERIA 09 -012 SECTION 15440 PAGE 4 PLUMBING FIXTURES A. CLEANOUTS Floor: J.R. Smith #4030 series, polished bronze. Wall: J.R. Smith #4422 Series, chrome plates. NOTE: Due to the complexity of information shown on the drawings, the clean outs are not indicated on the drawing. However, contractor shall provide the same in compliance with the code requirements as well as to suit ease of servicing the sanitary piping. Cleanouts shall be located in readily accessible locations. Exact locations and finish shall be subject to the Architect's approval. B. FD- FLOOR DRAIN J.R. Smith #2310BP with trap primer. C. FFD -FLOOR /FUNNEL DRAIN J.R. Smith #3650 BP with trap primer. D. FS -FLOOR SINK Zurn #Z -1905, 06, 07 PC sizes as noted on plumbing drawing. With trap primer, collar clamp, and grate opening per kitchen plan. - GREASE INTERC_EPTO_R_ Zurn #Z-1170 size 500.20 GPM flow rating. 40 Lb. grease capacity with floor recessing extension flange and cover plate to suit piping invert elevation. E. F. L -1; LAVATORY HANDICAPPED Kohler #K-2195 "Pennington ", 20" x 17 ", self- rimming countertop. Moen no. 4560 faucet. #K -7715 grid strainer. Kohler #K -7606 supplies with stops. Kohler #k -9000 1 -1/4" P -trap with cleanout. I. UR -1, URINAL Kohler #K- 4960 -T "Bardon" Sloan #186 Royal. Flush valve J.R. Smith carrier to suit construction. BOEING CAFETERIA 09 -012 SECTION 15440 PAGE 5 PLUMBING FIXTURES G. L-2, LAVATORY Kohler #K -2032 "Greenwich:, 20" x 18" (wall- hung). Moen No. 4560 faucet. #K -7715 and #K -7715 grid strainer. Kohler #K -7606 supplies with stops. Kohler #K -9000 1 -1/4" P -trap with clean out. J.R. Smith concealed arm carrier. H. TRAP PRIMERS (FOR FD AND FS) Precision Plumbing Products distribution units as required to suit locations of floor drains and solenoid valves. Provide 1/2" CW piping to each of the trap primer connection. J. WC11,__WATER_. CLOSET_HANDICAFPED Same as WC -2 except mount with seat 16" to 18" above floor. Verify exact mounting height with the Construction Manager. K. WC -2 WATER CLOSET Kohler #K- 4430 -ET, "Kingston ", elongated bowl. Sloan #110 Royal Flush valve. Kohler #K-4670-C seat, white J.R. Smith carrier to suit construction. L. WH-1 WATER HEATER AERCO #KC -1,000 1. Heater shall be natural gas fired, modulating, condensing, semi - instantaneous design with a power burner. 2. UL /FM and ASME listings. 3. Outlet temperature shall be automatically maintained to within +/- 4 "F of setpoint independent of any normal load fluctuations. 4. The thermal efficiency shall be minimum 93% at 100% capacity, and 99% at 10% capacity per ANSI Z21.103B- 1986. 5. The heater shall utilize a 6" flue. 6. The heater shall have: A remote fault annunciation relay, fault mode diagnostic panel with digital outlet temperature readout, condensate drain and trap, an over temperature limit system, an ASME T & P relief valve, an insulated steel jacket, and exhaust gas temperature limit system. 7. The pressure vessel shall be copper lined steel and be rated for 150 psig at 200 °F. It shall carry a 10 year, non prorated guarantee. 8. The heat exchanger /combustion chamber shall be of copper /copper - nickel construction and bear ASME stamp for 150 psig working pressure. It shall have a 3 year, non prorated guarantee against any mechanical or thermal shock failure. 9. The operating controls and other components shall carry a guarantee against failure for one year from start up or eighteen months from shipment. 10. The heater shall be factory run and tested throughout its operating range. 11. Contractor shall provide the services of a factory authorized representative to supervise all phases of equipment start up. A letter of compliance with all factory recommendations and installation instructions shall be submitted. M. WH -1., WALL HYDRANT J.R. Smith 5509, with vacuum breaker, 3/4 ". BOEING CAFETERIA 09 -012 SECTION 15440 PAGE 6 PLUMBING FIXTURES N. FIXTURES IDENTIFIED WITH AN ASTERISK ( *L ON THE PLUMBING DRAWINGS 1. Furnished and installed by the General Contractor. 2. Rough -in and piping connections by the Mechanical Contractor. 3. Coordinate the exact locations and rough -in requirements with the food services equipment drawings. BOEING CAFETERIA 09 -012 SECTION 15440 PAGE 7 PLUMBING FIXTURES PART 3 - EXECUTION 3.01 SUPPORTS A. Supply and install all hangers, supports, brackets, reinforcement, fourteen gauge steel back-up plates, floor flanges and all accessory piping and fittings for the proper installation and support of all fixtures and their respective supply fittings. SUPPLIES A. When water supply piping to fixtures is concealed in wall, they shall be installed using 90 degree cast brass drop ear elbows or tees as the piping dictates. Support shall be provided within the walls and drop elbows or tees shall be secured to the support (unistrut or blocking) to provide a rigid installation. 3.03 SEALANTS A. Where fixtures come into contact with walls or floors, joints shall be sealed with Dow Corning 784 Building Sealant, made watertight and beaded smooth in a neat workmanlike manner. Provide sealant for fixtures mounted in countertops; color to suit countertop. 3,04 OWNER AND KITCHEN CONTRACTOR- SUPPLIED EQUIPMENT A. Provide all plumbing trim connections to all Owner and kitchen contractor supplied equipment as required by manufacturer's instructions. DOMESTIC WATER HEATER SCHEDULE UNIT NO. WH -1 Service Domestic Hot Heater Location Mechanical Room Input (BTUH) 1,000,000 Output (BTUH) 930,000 Oper. Temp. (deg. F) 140 Fuel Natural Gas Burner Control Modulating- Instantaneous Gas Press. (In. W.C.) 8.5" Gas Flow (CFH) 1,000 AFUE Equivilant 95% Volt /Phase /Hz 120/1/60 Manufacturer Aerco Model No. KC -i END OF SECTION 15440 BOEING CAFETERIA 09 -012 SECTION 15440 PAGE 8 PLUMBING FIXTURES r PART 1 - GENERAL 1.01 SCOPE OF WORK BOEING CAFETERIA 09 -012 SECTION 15495 PAGE 1 NATURAL GAS SYSTEM A. Provide natural gas piping for the water heater, kitchen equipment and the rooftop air handling units. PART 2 - MATERIALS 2.01 PIPING A. Schedule 40 black carbon steel ASTM 53 with screwed, malleable iron screwed fittings. 2.02 VALVES A. Shut off valves: B &K model 110 or equal bronze body, with quarter -turn lever handle, U.L. and A.G.A. certified. B. Butterfly valves are not acceptable. PART 3 - EXECUTION 3.01 PIPING A. Arrange piping connections to allow ease of access to and removal of equipment. B.. Piping installation shall comply with the regulations of 1 NFPA 54A and all other local codes and ordinances. 3.02 VALVES A. A shut -off valve shall be provided at each equipment connection.. 3.03 TESTS A. Piping shall be subjected to a pneumatic line test at 10 psi for two hours. P.D. not to exceed 0.10 psi. B. Locate leaks by using soap and water at joints. C. Tests shall be conducted in the presence of local code authorities having jurisdiction for this project. END OF SECTION 15495 PART 1 - NOT APPLICABLE PART 2 - PRODUCTS 2.01 CABINET HEATERS (ELECTRIC) A. Design Base: Trane B. Drawing Designation: CUH, see schedules C. Acceptable Manufacturers: 1. Standard Fin, McQuay BOEING CAFETERIA 09 -012 SECTION 15550 PAGE 1 HEAT GENERATION D. Minimum Requirements: 1. cabinet: a. sixteen gauge steel for wall mounting b. removable front panel on wall mounted units secured with a maximum of four screws and speed nuts c. suitably braced for rigidity d. primed and baked enamel factory finish as per the architect's color choice e. integral front outlet grille f. integral front inlet grille 2. fan: a. high efficiency 3 -speed motor with integral thermal protection 3. integral disconnect and starter 4. U.L. Label 2.02 UNIT HEATERS (ELECTRIC) A. Design Base: Trane B. Drawing Designation: UH, see schedules C. Acceptable Manufacturers: 1. Standard Fin, McQuay, Chromolax D. Minimum Requirements: 1. casing: a. eighteen gauge cold rolled steel b. threaded hanger rod connections c. primed and baked enamel factory finish as per the architect's color choice. 4. U.L. Label PART 3 - NOT APPLICABLE 2. motor: a. fan and motor mounted on wire framework b. sleeve bearings, permanently lubricated c. totally enclosed motor, thermally protected 3. integral disconnect and contacts to suit remote thermostat BOEING CAFETERIA 09 -012 SECTION 15550 PAGE 2 HEAT GENERATION E. Note: 1. Coordinate controls requirement with Section 15956 and the Controls Contractor. 2.03 ELECTRIC CEILING RADIANT PANELS A. Design Base: Aztec B. Minimum Requirements: 1. U.L. label 2. Baked -on enamel finish to match the lay-in tile ceiling 3. Coordinate the controls requirements with Section 15956 and the Controls Contractor. SEE SCHEDULE ON THE FOLLOWING PAGE 11 (I 1:1 ELECTRIC CABINET HEATER SCHEDULE UNIT NO. FC1C3A Service Entry Location Entry Air Flow Rate 560 (CFM) E.A.T.. (deg. F) 60 Final Air Temp 108 (deg F) Heater KW (Hi) 11.25. (LO) 3.75 Volt /Phase /Hz 480/3/60 Motor Speed 3 -speed Manufacturer Trane Model No. N46E006 BOEING CAFETERIA 09 -012 SECTION 15550 PAGE 3 HEAT GENERATION ELECTRIC UNIT HEATER SCHEDULE UNIT NO. UH1H2A Service Mechanical Rm. Location Mechanical Rm. Capacity (KW) 3.0 Air Flow Rate 350 (CFM) E.A.T. (deg. F) 60 Final Air Temp 105 (deg. F) Volt /Phase /Hz. 480/3/60 Manufacturer Chromalax. Model No. MUH-08 -4 Type Horizontal. Accessories.. Mounting Bracket BOEING CAFETERIA 09 -012 SECTION 15550 PAGE 4 HEAT GENERATION 1 1 ± e. ELECTRIC CEILING RADIANT PANEL SCHEDULE Unit RP1B3A RP1B38 Location Hens .Womens Wattage 1,000 1,000 Voltage 208/1/60 208/1/60 Size 24" x 48" 24" x 48" MFG Aztec Aztec Model ASL ASL END OF SECTION 15950 BOEING CAFETERIA 09 -012 SECTION 15550 PAGE 5 HEAT GENERATION ( PART 1 - GENERAL A . B. C. 1.01 SCOPE OF WORK A. Provide roof - mounted down flow packaged DX cooling and gas fired heating units and make up air units to be operated with 100% outdoor air. Provide weatherproof duct connections and entry into the conditioned area in down -flow applications. Units shall be shipped factory - assembled, piped and wired. Each unit shall be factory test operated insuring unit dependability. 1.02 APPROVALS A. The units shall be A.G.A. certified as combination heating - cooling units for outdoor installation, rated in accordance with ARI Standard 210 -81 and sound rated in accordance with ARI Standard 270 -84. Units and components within shall be bonded for grounding to meet safety standards for servicing required by U.L. and National Electrical Codes. 1.03 SUBMITTALS A. Submit shop drawings for all items listed in Part 2 of this section in accordance with Section 01200. 1.04 RELATED WORK SPECIFIED ELSEWHERE Mechanical vibration: Air Distribution: System of automatic controls: D. Testing and balancing: PART 2 - PRODUCTS 2.01 ROOFTOP PACKAGED AIR CONDITIONING UNITS A. Drawing Designation: AC B. Design Base: Trane See equipment schedules on the drawing. C. Acceptable Manufacturers: 1. Carrier, Lennox BOEING CAFETERIA 09 -012 SECTION 15750 PAGE 1 PACKAGED AIR HANDLING UNITS Section 15240 Section 15880 Section 15956 Section 15990 D. Minimum Requirements: BOEING CAFETERIA 09 -012 SECTION 15750 PAGE 2 PACKAGED AIR HANDLING UNITS 1. General: Units shall be dedicated downflow. Operating range shall be between 115 °F and 0 °F cooling as standard from the factory for all units. Cooling performance shall be rated in accordance with DOE and ARI testing procedures. All units shall be factory assembled, internally wired, fully charged with R-22 and 100% run tested before leaving the factory. Wiring internal to the unit shall be colored and numbered for simplified identification. Unit shall be UL listed and labeled, classified in accordance to ANSIZ21.47 for gas fired central furnaces and UL465 for central cooling air conditioners. 2. Unit Casing: All components shall be mounted in a weather resistant steel cabinet with painted exterior to match the architect's color choice. Cabinet construction shall allow for all maintenance on one side of the unit. Service panels shall have lifting handles and be removed and reinstalled by removing only a single fastener on the 7-1/2 ton units and not more than three screws on the 8 -1/2 - 20 ton units while providing a water and air tight seal. The downflow unit's base pan shall have no penetrations within the perimeter of the curb other than the drawn 1 -1/8" high supply /return openings to provide an added water integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane lifting. 3. Unit Top: The top cover shall be one piece or where seams exist, it shall be double hemmed and gasket sealed to prevent water leakage. 4. Filters: Units shall be provided with 2" filters (FARR DC 30/30 or approved equal). 5. Compressors: All compressors shall be sealed hermetic, high efficiency Trane compressors with suitable vibration isolation. Internal overcurrent and over temperature line break, high and low pressure protection and crankcase heater shall be standard on all units. 6. Refrigerant Circuits: Each refrigerant circuit shall have independent capillary expansion devices, service pressure ports and refrigerant lined filter driers factory installed as standard. An area shall be provided for replacement suction line drier;. s! i u Units shall have two stage heating. 11. Accessories: BOEING CAFETERIA 09 -012 SECTION 15750 PAGE 3 PACKAGED AIR HANDLING UNITS 7. Evaporator and Condenser Coils: Internally finned 3/8" copper tubes mechanical bonded to configured aluminum plate fin shall be standard. Coils shall be leak tested at the factory to ensure pressure integrity. The evaporator coil and condenser coil shall be leak tested to 200 psig and pressure tested to 450 psig. 8. Gas Heating Section: The heating section shall have a drum and heat exchanger design using corrosion resistant steel components. A forced combustion blower shall supply premixed fuel to a single burner ignited by a pilotless hot surface ignition system. In order to provide reliable operation, a negative pressure gas valve shall be used that requires blower operation to initiate gas flow. On an initial call for heat, the combustion blower shall purge the heat exchanger 45 seconds before ignition. After three unsuccessful ignition attempts, the entire heating system shall be locked out until manually reset at the thermostat. Units shall be suitable for use with natural gas and also comply with Califoria requirements for low NOx emissions. 9. Outdoor Fans: The outdoor fans shall be direct drive, statically and dynamically balanced, draw through in the vertical discharge position. The fan motor(s) shall be permanently lubricated and have built in thermal overload protection. 10. Indoor Fan; Unit shall have belt driven, FC centrifugal fans with adjustable motor sheaves and an adjustable idler -arm assembly for quick adjustment to fan belts and motor sheaves. All motors shall be thermally protected. a. Roof curb: Refer to the vibration isolation curb specified under Section 15240. Coordinate sub -base requirements with General Contractor to ensure 'level' curb installation on the sloping roof. BOEING CAFETERIA 09 -012 SECTION 15750 PAGE 4 PACKAGED AIR HANDLING UNITS b. Economizer - Downflow: This accessory shall be factory installed. The assembly incudes - fully modulating 0 -100% motor and dampers, barometric relief, minimum position setting, present linkage, wiring harness with plug and fixed dry bulb control. Solid state enthalpy and differential enthalpy control shall be factory supplied option. The factory installed economizer arrives in the shipping position and shall be moved to the operating position by the contractor. c. Remote Potentiometer: The minimum position setting of economizer shall be adjusted with this accessory. d. Powered Exhaust: The powered exhaust for units above 7 -1/2 tons shall be capable of providing up to 75% capacity at 0.1" positive static pressure on downflow units with economizers. e. Outside Air Hood: Field installed hood shall provide up to 25% outside air. f. Unit - Short Cycle Timer: This timed off device shall ensure a minimum of five minutes between compressor cycles. Control. Options: Coordinate .. controls requirements and necessary interface with Section 15956. 2.02 ROOFTOP MAKE -UP AIR UNIT (GAS FTRED) A. Drawing Designation: AH B. Design Base: Reznor C. Acceptable Manufacturers: - Subject to approval BOEING CAFETERIA 09 -012 SECTION 15750 PAGE 5 PACKAGED AIR HANDLING UNITS D. Minimum Requirements: 1. Provide a direct fired make -up air /heating unit. The unit shall be designed to meet the standards for direct -fired gas heating equipment as developed by the American National Standards Institute (ANSI Z83.4). Units shall be ETL listed to ANSI standards. 2. The unit shall be shipped in one (1) piece from the factory completely wired and piped, with the exception of remote control devices, O/A weatherhoods, filter cabinets and roof curbs. Removable lifting lugs are to be provided from the factory for rigging the unit. 3. The cabinet shall be of double -wall construction with 1i inch, 1 lb. density insulation. The construction material shall be aluminized steel with factory finish paint as per the architect's color choice. The unit shall be fully weatherized for outdoor mounting. All gas and electrical controls shall be mounted in fully weatherized control compartments with easy removable doors. All access panels and doors shall have pocket handles for ease of handling. 4. A weatherized fused disconnect switch for (480V -3 Phase) 60 cycle supply voltage. A 115 volt and a 24 volt transformer shall be provided for gas, safety and electrical controls. All remote wiring and controls shall be 24 volt. A motor with adjustable drive shall be included. Motor shall be provided with internal overloads and a motor starter with 3 leg protection. 5. Gas safety controls shall be provided to meet (ANSI), (IRI), (FM) requirements and will include a flame safeguard relay with ultraviolet flame sensing. Automatic and manual high temperature limits are to be provided at the discharge of the unit and a high temperature safety located at the burner. Provide firestats at the supply air. Provide a Freezestat with Time Delay relay at the discharge of the unit. An adjustable outside air cut -off shall be provided to shut -off gas when outside air temperatures exceed 65oF. 6. The unit shall be provided with 100% outside air, constant volume. The velocity of air over the burner must always remain constant and at no time shall recirculated air pass over the burner. High and low velocity safety pressure switches shall be provided to protect against low or high air flow over the burner. PART 3 - NOT APPLICABLE BOEING CAFETERIA 09 -012 SECTION 15750 PAGE 6 PACKAGED AIR HANDLING UNITS 7. The gas temperature controls shall be electronic with accuracy to t 0.2oF. The nominal turndown ratio shall be 25:1 with total control between high and low fire. The unit shall be provided with pre -purge time delay and arranged for positive low -fire start -up. The temperature controls shall be adjustable discharge air reset from space temperature. The system shall be resetable from a remote temperature selector mounted on the remote control console. 8. The unit shall include burner, blower and damper service switches in the electrical compartment to provide manual operation of the unit. Coordinate direct digital control interlocks with Section 15956. Provide necessary interface to suit the same. 9. Interlocking and Control- Relays 10. Discharge shut -off dampers. 11. Provide the following accessories: a. Outside air weatherhood (with moisture eliminators) and_downflow discharge hood. b. Coordinate with the vibration isolation curb specified under Section 15240. SEE EQUIPMENT SCHEDULES ON THE FOLLOWING PAGES BOEING CAFETERIA 09 -012 SECTION 15750 PAGE 7 PACKAGED AIR HANDLING UNITS DX COOLING & GAS HEATING ROOF -TOP PACKAGED UNIT SCHEDULE 1 . Unit ACRG2A ACRC2C ACRC2B Location Roof Roof Roof Service Dining Room Dining Room Server . 9 g Y Cooling Capacity: (MBH) Total 109 188 110 Total Unit Watts 9,650 15,850 9,650 EER 8.9 .8.5 8.9 Refrigerant R-22 R -22 R -22 Voltage /Phase /Hz 480/3/60 .. 480/3/60 480/3/60 Heating Capacity (MBH) High 201 279 201 Low 143 .202 143 A.G.A. Efficiency 80% 80% 80% Air Flow Rate 3,200 7,000 4,100 (CFM Max.) Air Friction 0.75 0.75 0.75 (In. Sp.) Fan HP 3.0 5.0 3.0 Manufacturer Trane Trane Trane Model YCD102A4 YCD180A4 YCD102A4 UNIT NO. BOEING CAFETERIA 09 -012 SECTION 15750 PAGE 8 PACKAGED AIR HANDLING UNITS Roof -top Gas Fired Make -Up Air Handling Unit Schedule AHRG2A AHRF2B AHRD2C AHRE2D Service Kitchen Kitchen Kitchen Kitchen Location Roof Roof Roof Roof Air Flow Rate (CFM) 1,500 2,250 3,400 2,200 S.P. (approx. in.) 0.5 0.5 0.5 0.5 Fan Speed (r /min) 1,050 1,050 1,000 1,050 Motor Power (H.P.) .75 1.5 2.0 .75 Volt /Phase /Hz 480/3/60 480/3/60 480/3/60 480/3/60 Motor Speed (r /min) 1,750 1,750 1,750 1,750 Wheel Diameter (in.) 13 -1/2" 13 -1/2" 13 -1/2" 13 -1/2" Design D.LD III D.LD,1„ QI D,N.D.1., M D,N,D.1., BI Manufacturer Reznor Reznor Reznor Reznor Model No. RDF -1 -20 RDF -1 -40 RDF -1 -40 RDF -1 -20 Heating Capacity (MBH) 400 600 600 400 UNIT NO. AHRB2E END OF SECTION 15750 BOEING CAFETERIA 09 -012 SECTION 15750 PAGE 9 PACKAGED AIR HANDLING UNITS GAS FIRED MAKE -UP AIR HANDLING UNIT SCHEDULE Service Dishwash Location Roof Air Flow Rate (CFM) 800 S.P. (approx. in.) 0.5 Fan Speed (r /min) 900 Motor Power (H.P.) .75 Volt /Phase /Hz 480/3/60 Motor Speed (r /min) 1,750 Wheel Diameter (in.) 13 -1/2" Design D.W.D.I., BI Manufacturer Renzor Model No. RDF -1 -20 Heating Capacity (MBH) 400 PART - GENERAL 1.01 SCOPE OF WORK A. Provide all items described in Part 2 of this Section. Refer to the equipment schedules on the drawings. 1.02 SUBMITTALS A. Submit shop drawings for all items listed in Part 2 of this section in accordance with Section 01200. 1.03 RELATED WORK SPECIFIED ELSEWHERE 2.01 A. B. A. Mechanical vibration: B. Heat transfer: C. Air Distribution: D. System of automatic controls: E. Testing and balancing: PART 2 - PRODUCTS KITCHEN EXHAUST FANS Drawing Designation: Design Base: Penn BOEING CAFETERIA 09 -012 SECTION 15850 PAGE 1 AIR HANDLING prefix EFR Section 15240 Section 15750 Section 15880 Section 15951 Section 15990 C. Acceptable Manufacturers: 1. Greenheck, Loren Cook. D. Minimum Requirements: 1. aluminum, backward inclined, non - overloading centrifugal wheel 2. upblast discharge 3. two speed, two winding belt driven motors to provide full /half air -flow rates as per fan- schedule 4. spun aluminum housing and motor cover., all parts shall be corrosion resistant 5. permanently lubricated sealed ball bearing pillow blocks 6. entire drive assembly and wheel shall have vibration isolators 7. head mounted electrical disconnect switch 8. U.L. listed for grease -laden exhaust ' 2.02 DISHWASH EXHAUST FAN A. Drawing Designation: EFRB2E B. Design Base: Penn C. Acceptable Manufacturers: 1. Greenheck, Loren Cook. 2.03 CEILING EXHAUST FANS A. Drawing Designation: B. Design Basis: C. Acceptable Manufacturers: 1. Penn, Greenheck. PACE BOEING CAFETERIA 09 -012 SECTION 15850 PAGE 2 AIR HANDLING E. Accessories: 1. vented extended base 2. grease container and drain connection 3. a rigid aluminum wire birdscreen at the discharge perimeter F. Note: 1. Coordinate the controls and electrical requirements with Section 15956 and Division 16. D. Minimum Requirements: 1. aluminum, backward inclined, non - overloading centrifugal wheel 2. upblast discharge 3. spun aluminum housing and motor cover, all parts shall be corrosion resistant 4. permanently lubricated sealed ball bearing pillow blocks 5. entire drive assembly and wheel shall have vibration isolators 6. head mounted electrical disconnect switch 7. U.L. listed for grease -laden exhaust E. Accessories: 1. a rigid aluminum wire birdscreen at the discharge perimeter, backdraft damper. F. Note: 1. Coordinate the controls and electrical requirements with Section 15956 and Division 16. prefix EFI. 2.05 A. B. D. Minimum Requirements: 1. Aluminum blade curved centrifugal wheel. 2. Acoustically lined housing with 1/2" thick insulation. 3. Direct Driven. 4. Slow speed cushion -base motors and coil spring mounting of all rotating components to insure vibration free operation. 5. Speed - control switch and disconnect mounted on the fan- casing. 6. U.L. label. C. PROPELLER FANS Drawing Designation: Design Base: Acceptable Manufacturers: 1.. Penn, Loren Cook EF1A2A BOEING CAFETERIA 09 -012 SECTION 15850 EWES AIR HANDLING Greenheck D. Minimum Requirements: 1. formed steel propeller blades 2. spun steel venturi 3. direct driven E. Accessories: 1. Variable speed control switch and disconnect mounted on the fan. 2. Backdraft damper. 3. U.L. label. F. Note: 1. The fan is to be mounted within ductwork in series with backdraft damper and discharge air louvers as shown on the drawings. UNIT NO. EFRF2A EFRF2B EFRE2C Location Service Fan: - CFM - ESP (approx. - RPM — Drive Manufacturer Model ROOF EXHAUST FAN SCHEDULE Roof Roof Roof Kitchen Kitchen Kitchen 2,200 1.75 1,500 Belt Penn BOEING CAFETERIA 09 -012 SECTION 15850 PAGE 4 AIR HANDLING 2,200 1.75 1,500 Belt Motor: - Type TEFC TEFC - HP 1.5 1.5 - Volt /PH 480/3 480/3 Penn 2,000 1.75 1,450 Bel t FMX -16BFT FMX -16BFT FMX - 16BFT TEFC 1.5 480/3 Penn 1 ' UNIT NO. EFRE2D �..: Location Roof Roof Roof Service Fan: - CFM - ESP (approx.) - RPM - Drive 1 Motor: - T - HP - Volt /PH Manufacturer Model BOEING CAFETERIA 09 -012 SECTION 15850 PAGE 5 AIR HANDLING ROOF EXHAUST FAN SCHEDULE EFRB2E EFRE2E Kitchen Dishwash Pizza" 2,000 900 2,200 1.75 0.5 1.75 1,450 1,140 1,400 Belt Direct Belt TEFC. TEFC TEFC 1.5 1/2 1.5 480/3 120/1 480/3 Penn Penn 'Penn FMX -16BFT FMX -10 FMk-16BFT Notes: UNIT NO. Fan: - CFM - .ESP. (approx. - RPM - Drive EXHAUST FAN SCHEDULE BOEING CAFETERIA 09 -012 SECTION 15850 PPE 6 AIR HANDLING EF1G3A EF1B3B d Location Ceiling Ceiling Service Washrooms Washrooms �.i 250 700 .25 .25 1,140 1,140 Direct Direct Motor: - Type TEFC TEFC - HP 1 /10 1/10 - Volt /PH 120/1 120/1 Manufacturer Pace Pace Model DD -450 FT DD -850 FT 1. Speed control mounted on the fan. 2. Back draft damper. 3. Fans shall be furnished with electrical disconnect switches. 4. Roof curb, 9" height, coordinate pitch with general contractor. 5. Roof discharge jack. Pace model RC -C. Unit No. EF1A2A Motor Speed 1,140 (r /min.) PROPELLER EXHAUST FAN SCHEDULE Service Electrical Room Air Flow Rate 2,500 (CFM) S.P. (in.) Approx. 0.25 Motor H.P. 1/4 Electrical Service 120/1 Drive Direct Discharge Exhaust Propeller 20 Diameter (in.) Manufacturer Oreenheck Model SDE -20- 24-13 END OF SECTION 15850 BOEING CAFETERIA 09 -012 SECTION 15850 PAGE 7 AIR HANDLING BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 1 AIR DISTRIBUTION PART 1 - GENERAL 1.01 SCOPE OF WORK A. Provide all items described in Part 2 of this section. 1.02 INTERNAL DUCT INSULATION A. Refer to Section 15250 for the extent of work and the type of insulation involved. 1.03 SUBMITTALS A. Submit shop drawings in accordance with the General Conditions. PART 2 - PRODUCTS 2.01 DUCT AND PLENUM MATERIALS A. The following ductwork and plenums shall be fabricated from galvanized steel: 1. all supply air ductwork from the downstream side of supply air fans shall be constructed for low pressure service, 3" W.G. positive static pressure. 2. general exhaust and return air ductwork shall be constructed for low pressure service, 3" W.G. negative static pressure up to the inlet side of the exhaust fan and 3" W.G. positive static pressure downstream from the exhaust fan. B. Notes: 1. where galvanized steel is specified it shall have a 1- 1/4 oz, per square foot galvanizing coat. 2. the construction and support of air ducts, fittings and plenum including joints, seams, stiffening, reinforcing and access openings shall conform to the applicable requirements of the duct construction standards contained in the ASHRAE Guide and Data Book 1983 (Equipment) and ASHRAE Handbook 1980 (systems). 3. references to SMACNA Manual shall mean: a. H.V.A.C. Duct Construction Standards (Metal and Flexible), 1985 Edition. 4. SMACNA details are referred to as an illustration of the construction and installation of the ductwork, plenums and fittings indicated on the drawing. 2.02 GALVANIZED STEEL DUCTWORK - LOW PRESSURE BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 2 AIR DISTRIBUTION A. Fabricate ductwork from the materials specified. B. Construct rectangular ductwork in accordance with Tables 1 -3 through 1 -18 and Figures 1 -4 through 1 -18 of the SMACNA Manual. C. "Ductmate System" or "Nexus System" may be used for rectangular duct joints. D. Construct round ductwork in accordance with Tables 3 -2 and 3 -3 of the SMACNA Manual but excluding beaded crimp joints. E. Construct rectangular duct fittings and other construction in accordance with Figures 2 -1 through 2 -10 of the SMACNA Manual. F. Use adjustable type or approved alternate round duct fittings of the same thickness of the connecting ductwork. G. Support the ductwork using cadmium plated threaded rods or galvanized steel straps in accordance with Figures 4 -1 through 4 -8 and Tables 4-1. through 4 -3 of the SMACNA Manual. H. Construct oval ductwork in accordance with Table 3 -4 and Figure 3 -6 of the SMACNA Manual. I. Construct round and oval duct fittings in accordance with Figures 3 -6 through 3 -5. 2.03 DUCTWORK - STAINLESS STEEL RECTANGULAR (KITCHEN & DISHWASHER EXHAUST) A. Fabricate from 18 ga. #304 stainless steel with No. 2B finish where concealed and No. 4 finish where exposed. B. Weld all longitudinal seams and lateral joints and finish all exposed seams and joints by grinding smooth and buffing to finish of sheet. C. Do not cross -break duct panels, grade to drain as indicated. BOEING CAFETERIA 09-012 SECTION 15880 PAGE 3 AIR DISTRIBUTION D. Install gasketted companion flanged connections on only where necessary to connect equipment to facilitate installation. Secure flanges with cadmium plated hex headed bolts loth sides of each corner and at 4" centers. E. Flanged connections shall be made up by slipping a formed 14 ga. matching stainless steel welded angle frame over the end of the duct, leaving space for continuously welding the frame to the duct on the inside. F. Install gasketted cleanouts (not smaller than 18" x 22 "), with formed 14 ga. matching stainless steel welded angle reinforcing frames, in the side of the ductwork at not more than 20' -0" intervals. Cleanout openings shall terminate not less than 1 -1/2" from the bottom of the duct. G. Gaskets shall consist of 1/8" thick teflon or approved alternate. H. Support exposed ductwork with 2" x 14 ga. matching stainless steel (No.4 finish) U -strap hangers at 8' -0" centers. I. Do not penetrate stainless steel ductwork with screws, bolts or rivets. 2.04 FLEXIBLE DUCTWORK (INSULATED TYPE) A. Scope of work: Connections to terminal air outlets or inlets, only if indicated on the drawings. B. Design Base: Thermaflex C. Acceptable Manufacturers: 1. Wiremold Company D. Minimum Requirements: 1. flexible vinyl coated steel helix bonded to inner liner 2. fibrous glass thermal insulation 3. outer jacket of metallized fire- resistant plastic 4. suitable for up to four inches W.G. static pressure (positive or negative) 5. U.L. listed as Class I BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 4 AIR DISTRIBUTION E. Notes: 1. install only where approved by the consultant to suit physical constraints. Maximum length not to exceed 5' -0" 2. support at a maximum of 3' -0" intervals using 1" x 22" gauge galvanized steel straps or hanger wires attached to integral duct grommets 3, connect to ductwork using two wraps of duct tape and S.S. worm drive clamps or Panduit adjustable diameter clamps or Thermaflex duct strap 4. minimum centerline radius of flexible ductwork bends shall be 1.5 times the duct diameter 5. flexible duct shall have factory - sealed vapor barrier for cold air supply ducts only 2.05 DUCT & PLENUM SEALERS - METAL DUCTS AND PLENUMS A. Acceptable Manufacturers: 1. Low Pressure Systems - Benjamin Foster 30 -02, Duro Dyne S -2, Flintkote 530 -09, Tough Bond. (SMACNA Seal Classification B) B. Notes: 1. Apply sealer to inside of joints prior to assembly on ducts and plenums under positive pressure, e.g. on the discharge side of fans. If the air leakage persists (after duct installation) seal on outside of joints, before any painting, etc. 2. Apply sealer to outside of joints on ducts and plenums under negative pressure, e.g. on the suction side of fans. 3. Air leakage (i.e. difference between fan traverse and the terminal CFM totals) shall not exceed 5% of the design air flow for each of the system. 2,06 DUCT & PLENUM COATINGS A. Metal Ducts & Plenums: 1. solvent clean all duct surfaces to be coated 2. apply coating to the following surfaces: a. Scope 1: Flintkote 110 -26 2-1/2 gals/I00 sq.ft. 1) cooling coil header and return bend enclosures (internally) - one coat 2) inside the drainpans at each heat pump b. Scope 2: Matte Black Paint 1) inside of metal ductwork exposed to view at supply, return and exhaust air outlets and inlets 2.07 VIBRATION ISOLATION CONNECTORS 2.08 DUCT AND PLENUM ACCESS BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 5 AIR DISTRIBUTION A. Acceptable Manufacturers: 1. Duro Dyne "Neoprene ", Ventfabrics Inc,, Metaledge Ventglas B. Minimum Requirements: 1. a pre - assembled three -inch long flexible connection with three -inch long galvanized steel duct connectors unless otherwise indicated 2. flexible connector - heavy glass fiber fabric double coated with neoprene. C. Notes: 1. install connectors at al] duct and plenum connections to fan and air handling units. 2. staple fabric joints and seal with specified duct sealer A. Minimum Requirements: 1. panels,, patches and doors a. same material and thickness as adjoining ductwork or plenum. Minimum thickness 22 gauge b. minimum of 22 gauge thick duct - opening frame for panels c. minimum of 16 gauge thick duct - opening frame for doors d. neoprene gasketting suitable for system pressure e. door hardware - Duro Dyne SP -20, Ventlok 260 f. panel hardware - Duro Dyne SL -1, Ventlok 90 - rivet to frame 2. panels a. single wall type, where adjacent ductwork or plenum is uninsulated b. double wall type with one -inch of glass fiber insulation between walls where adjacent ductwork or plenum is internally or externally insulated c. minimum of two cam or wedging type lock catches or approved alternate up to 12" x 12" size d. minimum of four cam or wedging type lock catches or approved alternate for 13" x 13" size and larger (two catches on each size) e. 18" x 18" minimum size for servicing, 12" x 12" minimum size for cleaning, or two inches less than • duct dimensions, unless otherwise indicated BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 6 AIR DISTRIBUTION 3. patches a. same material and thickness as adjoining ductwork and minimum thickness 22 gauge. Gasket and seal against air. leakage. Fasten with sheet metal screws. 12" x 12" minimum size for cleaning or two inches less than duct size if duct is smaller than fourteen inches.• 4. doors a. double wall type, with one inch of glass fiber insulation between walls b. minimum 12" x 12" (unless otherwise noted), to open clear of any adjoining equipment and piping in vicinity c. minimum of two hinges and two lever handle double acting latches B. Notes: 1. install access doors where indicated 2. install access patches on uninsulated ductwork only, elsewhere use access panels 3. install access panels or patches as follows (do not install access panels if access doors are indicated): a. at each rectangular fire damper fusible link and locking catch- panel, except where duct depth is less than ten inches deep b. both sides of each turning vane - patch c. both sides of each heat transfer coil - panel or door d. at each internally duct- mounted item of equipment or device (control dampers, backdraft dampers, automatic controls) - panels e, at heat and smoke detectors - panel f. at each internally duct enclosed fan bearing - panel - patch, if long life lubrication g. at multi -blade balance damper - panels 4. where ductwork is nine inches in depth or less, use slip joints, flanged spool pieces or removable lengths of flexible ductwork for access to fire damper 5. install so as not to interfere with air flow 6. on medium pressure systems, install access panels so as to open against static pressure 2.09 BACKDRAFT DAMPERS A. Acceptable Manufacturers: 1. Airolite, Ruskin, Penn, Wonder Metal Corp., American Warming & Ventilation 2.10 BALANCING DAMPERS BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 7 AIR DISTRIBUTION B. Minimum Requirements: 1. minimum eighteen gauge thick galvanized steel channel frame, seven gauge aluminum for heavy duty where shown on the drawings 2. minimum 24 gauge thick aluminum blades (12 gauge aluminum for heavy duty where shown on the drawing) stiffened along trailing edge 3. full blade-length shafts, brass or nylon bearings 4. felt or neoprene anti-chatter blade strips on pivot side of blades 5. minimum fourteen gauge thick aluminum blade connecting linkage with eyelet and pin bearings (1/8" x 1/2" aluminum tiebars for heavy duty where shown on the drawing) 6. maximum blade length of 30" 7. manufacturer's label 8. the maximum resistance to air flow at the design air flow rate, shall be 0.1" W.G. C. Note: 1. where a balanced backdraft damper is indicated the damper shall incorporate a counter - balance weight and lever, unless damper design incorporates balanced characteristics. A. Minimum Requirements: 1. rectangular ducts: a. up to 11" deep - single blade (butterfly type) b. 12" to 16" deep - two opposed blades c. 17" deep and over - multiple opposed blades 2. material: a. minimum sixteen gauge galvanized steel blades, rigidly constructed galvanized steel sleeve 3. provide bronze oilite bearings on damper sizes twelve inches deep and larger 4. operating mechanism: a. lockable quadrant type with end bearing on accessible rectangular ducts up to sixteen inches deep and on accessible round ducts b. wide pitch screw mechanism type with crank operator on accessible rectangular ducts seventeen inches and over in depth and on inaccessible rectangular and round ducts c. override limiting stops d. no blade movement in set position 5. manufacturer's labels BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 8 AIR DISTRIBUTION B. Notes: 1. identify the air flow direction and blade rotation and open and closed position 2. on externally insulated ductwork, install operating mechanisms on a steel bridge type mounting base to permit continuity of insulation under the mechanism 3. install circular crank access ports, with spring clip retainers, in ceilings which are not accessible or do not have access panels 2.11 GRILLES, REGISTERS AND DIFFUSERS A. Design Base: Titus B. Acceptable Manufacturers: 1. Anemostat, Krueger, J &J Register, Tuttle & Bailey, Carnes. C. Minimum Requirements: 1. refer to the schedules (this section) for type of registers, grilles, diffusers, physical size, tabulated drawing designation, type of ceiling, accessories, etc. 2. the basic design criteria for registers, grilles and diffusers are aesthetics, geometry, physical size, air flow rate, throw, spread, noise and pressure drop 3. check that the registers, grilles and diffusers are compatible with the ceiling modules, suspension systems and construction finishes 4. coordinate with the appropriate building trades to ensure that the openings and opening finishes suit the registers, grilles and diffusers 5. coordinate with the appropriate building trades to ensure that the openings and opening finishes suit the registers, grilles and diffusers 6. supply dict connection details for each type of register, grille and diffuser 7. exact location of all registers, grilles and diffusers shall be coordinated with the reflected ceiling plans and all building services in the vicinity to avoid any obstruction to the intended air flow D. Note: 1. Submit shop drawings complete with performance data. 2.12 FLUE (FOR WATER HEATER) A. Minimum Requirements: 1. UL -103, NFPA -86A, B, C, D, 211 2. stainless steel flue liner 3. one -inch air space 4. aluminum coated steel outer jacket B. Accessories 1. stack caps 2. horizontal and vertical supports 3. thermal expansion parts 4. tapered increaser /reducers, drain tee caps C. Design Base: 1. Metalbestos Industrial type PS subject to approval by the local authorities having jurisdiction. D. Notes: 1. coordinate overall installation with the General Contractor. 2. submit metalbestos shop drawings (complete plan and elevations) after approval by the local authorities having jurisdiction. 2.13 DUCT LINING A. Refer to Section 15250 for the overall extent and the type of insulation B. It shall be noted that due to the complexity of the information involved, the extent of the internal duct insulation is not reflected on the drawings. PART 3 - EXECUTION 3.01. DUCTWORK & PLENUM INSTALLATION BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 9 AIR DISTRIBUTION A. Where a duct contains a fire damper, construct the duct so that the free area of the duct is maintained through the fire damper. B. Where a.duct is to be internally insulated, enlarge the duct so as no to reduce the duct free area, C. Where space permits install metal ductwork so as to maintain a minimum 1/2" clearance around the overall perimeter of each insulated or uninsulated duct. BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 10 AIR DISTRIBUTION D. Make the taper of diverging transitions in accordance with Figure 2 -9 of the SMACNA Manual. E. Make the inside radius of any duct elbow at least equal to the duct width, measured in the direction of the radius. Install multi -blade turning vanes in square elbows if radiused elbows cannot be installed. F. Turning vanes shall be single wall type. Vanes shall be constructed from galvanized steel, minimum thickness 24 gauge. Vanes shall be spaced at 1 -1/2" centers and shall turn through 90 degrees with a radius of two inches. Vanes shall include a'straight trailing edge on the downstream side, 3/4" long. Refer to Figure 2 -3 of the SMACNA Manual. G. Install tie rods to limit the maximum unsupported vane length to thirty -six inches. Refer to Figure 2-4 of the SMACNA Manual. H. Install duct necks before grilles, registers and diffusers. I Install adjustable air turning devices - Carnes Model 1250, Titus A045 Series or Tuttle & Bailey V.L. Series where full radius take -off fittings cannot by installed. Adjustment shall be accessible outside the duct with lockable quadrant operator or through the grille or register with key- operated worm gear mechanism. J. Cross -break all metal duct panels unless otherwise noted. K. Do not cross -break duct panels on medium pressure systems. L. Support duct risers at their base and at each floor and at not greater than twelve -foot intervals. M. Arrange ductwork and plenums so duct and plenum mounted equipment can be easily removed. N. Except at fire damper locations, caulk annular space between ducts and duct wall openings with fiberglass insulation. Where ductwork is exposed install an angle frame around duct at wall openings. 0. During construction, protect openings in suspended ductwork by covering with polyethylene and protect floor outlet duct openings with metal caps. PART 3 - NOT APPLICABLE BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 11 AIR DISTRIBUTION 3.02 DUCT LINING A. Comply with SMACNA Duct Liner. Application Standard;. cemented using Benjamin Foster No. 81 -60. On ducts over 20 inches also provide mechanical fasteners twenty- five inches o.c. starting within two inches of leading edge. B. Provide edge trim strips for all leading edges. Coat all edges and joints with fire retardant adhesive. C. 'See Section 15250 for the total extent of the work. This item is not reflected on the drawings. . SOUND ATTENTUATORS SCHEDULE UNIT NO. ACRG2A 'ACRG2A ACRC2C ACRC2C ACRC2B SERVICE Supply Return Supply Return Supply LOCATION AIR FLOW 3,200 2,650 7,000 5,400 4,100 1 AIR P.D. .06 .06 .06 .06 .06 SIZE WIDTH 32 32 60 60 40 LENGTH 84 84 84 84 84 DEPTH 14 14 12 12 14 MANUFACTURER IAC IAC IAC IAC IAC MODEL NO. 7L 7L 7L 7L 7L INSERTION LOSS: (DB) 63 Hz 8 8 8 8 8 125 Hz 13 13 13 13 13 250 Hz 18 18 18 18 18 500 Hz 28 28 28 28 28 1K Hz 40 40 40 40 40 2K Hz 47 47 47 47 47 4K Hz 26 26 26 26 26 8K Hz 18 18 18 18 18 BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 12 AIR DISTRIBUTION 1 UNIT NO. LOCATION AIR FLOW AIR P.D. SEE NOTE(S) BOEING CAFETERIA 09 -012 SECTION 15880 PAGE 13 AIR DISTRIBUTION MECHANICAL SOUND ATTENTUATORS SCHEDULE ACRC2B Return 3,550 .06 AHRG2A AHRF2B Supply Supply 1,500 .06 SIZE WIDTH 24 22 30 LENGTH 84 60 36 DEPTH 24 12' 12 MODEL NO. 7L 5L 3L INSERTION LOSS: 63 Hz 8 6 4 125 Hz 13 . 7 5 250 Hz 18 13 9 500 'Hz. 28. 21 14 1K Hz 40 29 23 2K Hz 47 39 24 .4K Hz 26 20 14 8K Hz 18 14 10 2,250 .05 MANUFACTURER IAC IAC IAC UNIT NO. SERVICE LOCATION AIR FLOW AIR P.D. SIZE WIDTH LENGTH DEPTH MANUFACTURER AHRD2C Supply INSERTION LOSS: 63 Hz 6 4 125 Hz 7 5 250 Hz 13 9 500 Hz 21 14 1K Hz 29 23 2K Hz 39 24 4K Hz 20 14 8K Hz 14 10 MECHANICAL SOUND ATTENTUATORS SCHEDULE 3,400 1,500 .06 .05 AHRE2D AHRB2E Supply Supply 36 24 24 60 36 36 14 12 8 IAC IAC IAC MODEL NO. 5L 3L 3L END OF SECTION 15880 BOEING CAFETERIA 09-012 SECTION 15880 PAGE 14 AIR DISTRIBUTION 800 .05 4• 5 9 14. .23 24 14 10 . 11 1.1 PART 1 - GENERAL 1.01 SCOPE OF WORK A. Engineering, labor, materials, equipment, wiring, instrument and services for the design and installation of a computer- based Central Monitoring and Control System (CMCS), including the monitoring, control and calculations required for the points and sequence of operations listed in the specifications. 1.02 RELATED SECTIONS BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 1 CENTRAL MONITORING AND CONTROL SYSTEM A. Coordinate related work specified in other parts of the Contract Document, including but not limited to the following: Sections 15010, 15550, 15750, 15850, 15990 1 Division 16 - Electrical Wiring 1.03 SYSTEM DESCRIPTION A. Provide CMCS in accordance with the points list the sequence of operation described later. System shall include the local operator terminal, remote control units (Robertshaw Model DMS 350A), terminal control units (Slave Modules), sensors, interface relays and devices, distributed digital control (DDC) software, analog and digital input /output interfaces, electronic transducers and transmitters, and final control elements as required. B. Application requirements: The.CMCS is to meet the performance requirements of the following applications: 1. Heating, ventilating and air conditioning control: a. Packaged Air Conditioning Units b. Makeup Air Units c. Kitchen Hood Exhaust. Fans d. Cabinet Heater, Unit Heaters Electric Radiant Panels E. RCU capabilities: BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 2 CENTRAL MONITORING AND CONTROL SYSTEM C. Materials and equipment: Standard components, regularly manufactured for this and other systems and not custom designed for this Project. Systems and components are required to be thoroughly tested and proven in use. D. The CMCS shall consist of networked programmable logic controllers (DMS 350A). DMS 350A panels shall be located in the Mechanical Room. 1. Distributed processing: DMS 350A shall perform specified control functions in a completely independent manner. "Independent" is defined as follows: If one control unit or communications processor malfunctions within the system, all other control units shall continue to control, monitor, and remain accessible and programmable, not degraded. 2. Networking: Each DMS 350A to be capable of sharing point information with other units, so that control sequences or control loops executed at one control unit may receive input signals from sensors connected to other units within the network. If the network communications link fails or the originating control unit malfunctions, the control loop is to continue to function using the last value from the failed DMS 350A. 3. Failure of one DMS 350A shall not have any effect on the other units in the network. F. Provide a fully modular architecture, permitting expansion through the addition of more DMS 350As, sensors, actuators, and operator terminal. G. Fiber -Optic Intertie between existing Robertshaw DMS 350 System Network in Building 9 -51 and this Building 09 -012 shall be provided by the contractor. 1. Communication between DMS 3A panels shall be via Fiber -Optic link. 2. Communications on the DCM will be via Fiber-Optic link. 1.04 SUBMITTALS BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 3 CENTRAL MONITORING AND CONTROL SYSTEM A. Before installation, submit the following in accordance with Section15010 (identify symbols and abbreviations used; label Drawings consistently with field hardware): 1. Shop Drawings: Layout drawings of complete control system. Indicate relationship of controlled mechanical equipment including AHtJ's, MAU's, exhaust fans, and so forth. Show each control panel with piping and wiring routing. 2. Wiring schematics: Supply maintenance and filed service information including parts lists and schematic wiring drawings. Show the operation of field hardware DMS 350As, line cards, function cards, and other supplied field equipment. Include electrical diagrams of controlled motors showing control interface. Show relationship of HVAC control to other (safety and fire) control shutdowns or overrides. 3. Product data: Submit product data sheets for all products used. Include specification section, part, paragraph and subparagraph identification for each product. Underline in red ink operating functions, material, and part number of specific product used. 4. Sequence of operation: Provide complete sequence of operation on each Drawing with its respective control diagram. B. Project record documents. Submit reproducible, erasable, double -matte mylars same size as Contract Drawings. Blank sheets will be furnished by the Construction Manager upon request. If Drawings are computer- generated, provide a tape or floppy disc of Drawings in addition to the mylar drawings. C. Equipment operation instruction and maintenance manuals: On completion and acceptance of the work, furnish for review copies of written instructions on the proper operation and maintenance of equipment and apparatus furnished under this Division. Provide each manual with an index sheet listing the'contents in alphabetical order and include the following material: BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 4 CENTRAL MONITORING AND CONTROL SYSTEM 1. Manufacturer's equipment parts list of functional components of the system, control diagrams, and wiring diagrams. 2. Description of sequence of operations. .3. As -built interconnection wiring diagrams, or ware lists of the complete field-installed system with complete, properly identified ordering number of each system component and device. 4. Operator's manual with pictures and step -by -step operating procedures. Index this manual with a separate tabbed section for each operator function. 5. Trunk cable schematic showing remote unit locations and trunk data conductors. 6. System architecture or configuration complete with processors, terminals, other peripheral devices, modems, and so forth, with interconnecting diagrams. 7. Maintenance instructions for each type of equipment or device. 1.05 QUALITY ASSURANCE A. Manufacturer, fabricator, installer qualifications: 1.. An organization engaged solely in manufacturing, installing, and servicing automatic control systems for heating, ventilating, air conditioning, and exhaust systems. 2. An organization that employs only regular employees experienced and trained specifically in automatic control systems. 3. An organization that has been in business for at least 3 years and has a regularly occupied service office within 100 miles of the project site. 1.06 DELIVERY, STORAGE, AND HANDLING A.. Perform in accordance with section 1 1.07 BUILDING INTERIOR CONDITIONS A. No interruption of the existing controls or alarm services will be allowed without prior permission of Construction Manager. Submit request for permission no less than 48 hours in advance of planned interruption. The interruption period requires Construct :ion Manager's approval. Minimize requests for interruption of operational systems and HVAC controls in occupied areas. 1.08 WARRANTY BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 5 CENTRAL MONITORING AND CONTROL SYSTEM A. Warrant. the system including hardware and software components for a period of 1 year .following:the date of Owner's acceptance. Correct manufacturing defects that arise during this warranty period without cost to the Owner. 1.09 MANUFACTURERS A. Robertshaw DMS 350 (A), Revision 9.0 (8.2) PART 2 - PRODUCTS 2.01 REMOTE CONTROL UNITS (DMS 350A) A. DMS 350As to interface with sensors being monitored and equipment being controlled by the CMCS. Each unit to be microprocessor -based and perform the following functions: 1. Acquire, process, and transfer information to other remote units. 2. Accept, process, and execute commands from other remote units or other input devices. 3. Record, evaluate, and report changes of state or value . or both that occur among points associated with the remote unit. 4. Locally perform direct digital. control (DDC) of common mechanical system functions. Program such functions using a sequential, numbered - statements programming language. BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 6 CENTRAL MONITORING AND CONTROL SYSTEM B. Each DMS 350A shall execute application programs, calculations, and commands via a 16-bit microcomputer resident in unit; and store databases for each unit and the operating system and application programs of each unit within the unit. The microcomputer shall permit floating point calculations for energy calculations. Each DMS 350A unit is to contain a real -time clock for automatic time - based functions. C. Each DMS 350A shall be capable of performing either full operation independently or as part of the building -wide control system. Each will contain the necessary equipment for direct interface to the sensors and actuators connected to it. D. Provide owner - definable control strategies at multiple control unit locations accessible for all control units in the system from any operator terminal. E. Each DMS 350A shall include its own microcomputer direct digital controller, power supply, input /output modules and self- charging battery, capable of supporting memory within the control unit for at lease 8 hours if commercial power to the unit is interrupted or lost. F. Each unit shall perform continuous diagnostics, and malfunctions are to be annunciated at the operator's console and displayed at the remote unit. 0. Failure of one unit on the system is not to affect the operation of remaining system components. H. The system shall be capable of phased startup; each unit shall be capable of communicating with the rest of the system while remaining units are being installed. I. Provide surge - transient protection at each unit to suppress induced voltage transients. 3. Units shall be listed by Underwriters Laboratories (UL) against fire and shock hazard as a signal system appliance unit. BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 7 CENTRAL MONITORING AND CONTROL SYSTEM 1. Units shall have' all-metal cabinets. Each unit including cabinet, power supply function cards, and terminating modules shall be UIa approved and have a pin- hinged door and master -keyed lock. Remote units shall be capable of operating in an ambient environment of 32 ° F to 122 °F and 10% to 90% relative humidity. K. Input /Output types. Each DMS 350A shall be capable of being expanded with remote distributed control modules (DCM). Each (DCM) shall be a standalone distributed control element capable of accepting the following four kinds of multiple point inputs and outputs (corresponding to industry nomenclature). 1. DIGITAL IN for monitoring status and alarms and for accumulating pulses. 2. DIGITAL OUT for commanding two- and' three-state devices. 3. ANALOG IN for measuring variable values. 4. ANALOG OUT for positioning variable set points. L. Each DCM shall monitor the following types of inputs without the addition of equipment outside the remote unit cabinet.. 1. Analog inputs: a. 4 -20 mA b. 2,000 ohm RTD c. 0 -10 VDC • 2. Digital inputs a.. Dry contact closure b. Pulse accumulator M. The DCM shall directly.control electronic actuators and control devices: without the addition of equipment' outside the unit cabinet: BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 8 CENTRAL MONITORING AND CONTROL SYSTEM 1.. Digital outputs (contact closure). a. Motor starters, sizes .l -4 2. Analog outputs a. 3-15 psi b. 4 -20 mA c. 0-16 VDC d. Triac to control modulating. dampers N. Operator interface: The CMCS shall permit full operator communication, including obtaining information about the performance of the system, allowing the. operator to change the system operation, and diagnosing system malfunctions. Operator communications shall be through the use of any of the following operator terminals, which can be directly connected to the DMS 350A:. 1. Printer 2. Black and white CRT 3. Personal computer (PC) 4. Portable programming unit 0. User programmability: DMS 350A shall allow a trained operator to perform the functions listed below. 1. Read the value of a measured variable (i.e.. temperature) 2. Start or stop equipment. 3. Monitor the status of equipment being controlled. 4. Read the set point of a control loop. 5. Determine the control strategies defined for a specific piece of equipment. 6. Generate displays of control strategies. 7. Add or delete control loops.. 10. Tune control loops though the adjustment of control loop parameters. 1•; BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 9 CENTRAL MONITORING AND CONTROL SYSTEM 8. Create, modify, or delete control strategies. 9. Assign sensors or actuators to a control strategy. 11. Enable or disable control strategies. 12. Generate hardcopy records of control strategies on a printer. 13. Select alarm points and define the alarm states. P. Self-diagnostics and alarm reporting: Each DMS 350A and DCM shall contain self diagnostics that continuously monitor the proper operation of the unit. Diagnostics shall report malfunctions and shall inform the operator of the nature and location of the malfunction. It shall be possible to annunciate malfunctions and other control unit alarms at a selected operator's terminal. Q. The system shall also allow online diagnosis via telephone modem from the 9 -51 building engineering office. R. Software 1. Each DMS 350A shall independently perform the following control and management routines as a minimum. a. Time of day scheduling b. Start /stop time optimization c. Peak demand limiting (alone or as part of centralized program). d. Duty cycling temperature compensated. e. Economizer control. f. Holiday schedule. g. h. Supply air reset. Outdoor air reset. i. Event - initiated programs. BOEING CAFETERIA 09-012 SECTION 15956 PAGE 10 CENTRAL MONITORING AND CONTROL SYSTEM 1 F j. Trending. 2.. Each DMS 350A shall support the creation and modification of custom direct control algorithms using a sequential number statement programming language. 3. Supply DMS 350A's as a standard with resident software that allows user interface using simple menus and single - letter commands. This software shall require only a terminal or printer for access and will not require the operator to have knowledge of specific point addresses or other such system- specific information to gain access. Solutions that require basic user interface software to be resident in personal computers of other extra devices are.not acceptable. 2.02 DISTRIBUTED. CONTROL MODULES (DCM) A. Distributed control modules: Each standalone controller shall be able to extend its input; output capacity with remote distributed control modules. 1. Each,distributed control module shall .operate as a 1 standalone distributed control element of the control system. Each module shall support the control programs for:. 1 a. PID direct digital control b. Time of day scheduling 1 c. Control interlocks for equipment and loop startup /shutdown 1 d. Temperature compensated duty cycling e. Start /stop time optimization 1 f. Night temperature override g. User defined programming 1 h. 'Trend logging. i BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 11 CENTRAL MONITORING AND CONTROL SYSTEM i. Stand alone operation in the event of a failure of the standalone controller to which the distributed control module is connected. 2. Distributed standalone control module shall interface with the standalone controllers via and RS -485 serial communications trunk. Trunks shall be optically isolated at each controller connection. Communications trunks shall allow full programming and access to data stored in the distributed control module by any networked standalone controller or any personal computer operator workstation so connected. 3. Each DCM shall contain nonvolatile memory for database retention and protection of data recorded by the trend logging feature. Nonvolatile memory is to provide. unlimited length data backup in the event of a power failure. Additionally, the distributed control module shall provide battery backup•of the real-time clock and schedule assignments.. Battery backup is to be minimum of 72 hours. The battery shall be replaceable and rechargeable. The distributed. control module shall monitor the battery voltage and report a battery failure if the voltage is not sufficient to retain memory. 4. Operator interface to the standalone control modules shall be through any terminal of the network system including the integral operator keyboard and display panelof any standalone controller. a. Provide one portable operator interface device for use by building operations personnel in conjunction with the standalone control modules. This device is to have the same display and keyboard as that provided at the standalone controller to facilitate installation and checkout. The same functionality is to exist in this device as that provided in the standalone controllers. 5. Provide a flexible DCM sensor and actuator interface to the standalone control module panel. ACM shall accommodate universal inputs and outputs for both analog and digital devices. Wiring terminations are to be made through :removable, screw terminal connectors to facilitate installation and panel service. BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 12 CENTRAL MONITORING AND CONTROL SYSTEM DCM shall have the following capabilities designed into the system for present as well as future expansion: a. Sensor inputs to monitor: 1. Dry contacts for status and alarm 2. Supervised class T3 contacts 3. Pulse inputs at 5 Hz max. pulse rate 4. 2,000 ohm RTD 5. 0 -10 VDC instrumentation 6. Thin-film silicon RTD 7. 4 -20 mA either internally or externally powered b. Actuator outputs to control: 1. Dry contacts rated 1 amp at 120 VDC 2. 4 -20 mA electrical outputs 3. 0 -10 VDC electrical outputs 4. Triac to control modulating actuators 6. Provide distributed control modules designed to allow equipment control with a single module for each application. a. For air handlers, provide a module which contains as a minimum configuration the following inputs and outputs: 1. Two digital contact outputs with load override switches. Monitoring of the override switches is to be provided to indicate override. switch position. 2. 10 analog inputs capable of accepting direct RTD sensor input, .4-20 mA transmitters, or digital contact inputs for supervised contact monitoring. BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 13 CENTRAL MONITORING AND CONTROL SYSTEM 3. Two digital contact inputs for status monitoring or for pulse type analog inputs. 4. Five analog outputs capable of controlling electric signal outputs. Ei ectri• cal signal outputs are to he selectable for either. ON /OFF, 010 VI)C,,' or 4• -20 mA. b. For multiple load control applications, provide a distributed control module which contains as a minimum configuration the following inputs and outputs: 1. Eight digital contact outputs with load override switches. Monitoring of the override switches is to be provided to indicate override switch position. 2. 10 analog inputs capable of accepting direct RTD sensor input, 4 -20 mA transmitters, or digital contact inputs for supervised contact monitoring. •3. Two digital contact inputs for status • monitoring or for pulse type analog inputs. c. For maximum concentration of field interface devices, provide a distributed control module which contains as a minimum configuration the following inputs and outputs: 1. 16 digital contact. outputs with .load override switches. Monitoring of the override switches is to be provided to indicate override switch position. • 2. 16 analog inputs capable of accepting direct RTD sensor input, 4 -20 mA transmitters or digital contact inputs for supervised contact monitoring. 3. 16 digital contact inputs for status monitoring or for pulse type analog.inputs. BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 14 CENTRAL MONITORING AND CONTROL SYSTEM 7. Provide on distributed control modules two RS -485 communications trunks for supervising additional intelligent standalone DCM's. These standalone DCM's are to be similar in function to the primary distributed control modules but do not contain a battery backed clock for time carryover in the event of a power failure .nor pre-programmed energy management program capability. DCM's shall provide standalone PID control as well as a backup time- of -day' scheduJ e for use when communication is lost between the distributed control module and the slave controller. Each standalone DCM shall provide trend logging capabilities. The trend log function is to provide storage for at least 48 hourly readings for specified points. The following standalone DCM controller configurations shall be provided, where required. a Unit controller 1, Two digital contact outputs with monitored load override switches. 2. • 10 analog inputs; status 3. Two digital contact inputs 4. Five slots for..analog .outputs 'b. General purpose controller 1.... Eight digital contact outputs with monitored load override switches. • 2. '10 analog inputs, status 3. Two digital contact. inputs c. Input, output controller 1. 16 digital contact outputs 2. 16 digital contact inputs 3. 16 analog inputs 1 1 1 1 1 BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 15 CENTRAL MONITORING AND CONTROL SYSTEM d. Zone temperature controller 1. Eight digital Triac outputs .2. Eight analog temperature inputs, status 3. Three electric motor actuator position feedback inputs. 8. Provide any or all of the aforementioned DCM controller configurations as required to fully control mechanical equipment specified elsewhere in this specification. Any substitution of control devices must be approved in writing by the Engineer or the Owners authorized representative. 9. Additions to the system require adding the proper DCM controller and database update to increase the functional point capacity of the standalone controller. 2.03 TELECOMMUNICATION INTERFACE UNIT (TIU) A. Telecommunication capabilities 1. Allow direct connection of DMS 350A's and networks to public and private phone lines. 2. Devise to be rnicroprocessor- based, capable of both automatic answer and automatic dial methods of call. handling. 3. Manual call initiation to be done via a man - machine interface command. 4. TIU to be FCC registered (Part 68) for direct connection to phone lines. 5. TIU to be able to store a minimum of four phone numbers of at least 30 digits, and support communications at speed of 300 to 1200 baud (bits per second). 6. As a result a predefined event or command, the TIU automatically initiates a call' or number of calls to establish communications with a central computer and /or a remote terminal. 7. The TIU when operating in an automatic dialing mode, shall be able to perform any of the following functions: a. Retry a single primary number at a fixed interval a finite number of times and quit if unsuccessful. (If the number is busy, retry it until successful). In addition, call a minimum of three additional secondary numbers one time. b. Retry successive numbers arranged in a priority scheme at fixed intervals a finite number of times and quit if unsuccessful. c. Inform the requesting mode that a successful connections has been made. (If the numbers are busy, retry until successful.) d. Inform the requesting device that a connection cannot be made. e. Detect loss of communication on its network and dial an appropriate device (CPU, terminal, etc.) and upon successful.connection -•transmit a message identifying a network failure. 8. The TIU shall:be capable of being- utilized with a network of control units (DMS 350As) so that any unit on the network can control the interface and accomplish the following: a. Initiate call(s) b. Access the error file c. Reset the error file BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 16 CENTRAL MONITORING AND CONTROL SYSTEM The TIU shall have automatic answer capabilities to allow it to be accessed from a remote central computer or terminal with modem. The interface unit will be able to allow the person calling access to any information on the network, provided that the standard login security screening is met. 1 1 1 2.04 LOCAL INTEGRAL, OPERA'T'ING IN'T'ERFACE A. Provide every DMS 350A with a permanently attached membrane keypad with 32 character dot matrix d Lpiay which allows any. operator to access data from any other DMS 350A on the network. This operator interface will allow complete user programming, and it includes dedicated function keys for single stroke commands. 2.05 SENSORS A. Temperature sensors 1. Room temperatures Temperature monitoring range Output signal Accuracy at calibration point Silicon RTD element 2. Duct.(single- point) temperature Temperature monitoring range Output signal Accuracy at calibration point 3. Duct (averaging) temperature. Temperature monitoring range Output signal Accuracy at calibration point Silicon RTD element Sensor 4. Outside air temperature Temperature monitoring range Output signal Accuracy at calibration point Thermistor element BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 17 CENTRAL MONITORING AND CONTROL SYSTEM +32 to +120" F changing resistance ±0.5" F +32" to +140" F changing resistance t0.5" F +20" to +120" F ch resistance 3" F ±1.1" F -•40" to +120" F . changing resistance ±0.5" F C. Override switch BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 18 CENTRAL MONITORING AND CONTROL SYSTEM 1. An override switch will initiate override of the night setback or unoccupied mode to normal (day) operation when activated by the occupant. The switch function may be locked out, cancelled, or limited to time or temperature in software by an authorized operator at a central or remote operator's terminal. 2.06 TRANSMISSION NETWORK A. System shall use an intelligent Distributed Communications Processor. (DCP), microprocessor based to interface the central processing unit and standalone control units. B. Transmission to be asynchornous, utilizing a token-pass network. Provide a cyclic redundancy check or dual transmission with parity check to ensure signal reliability. C. Capability of network to support up to 32 programmable logic controllers and additional associated point expansion units. D. Transmission network 1 Transmission network to utilize''Fi.ber -Optic cables. Fiber - Optic cable will be dual channel of graded multimode glass fiber. with 5 dB /kM maximum attenuation. Opto - Electronic transceivers will be mounted within each standalone enclosure and allow a continuous communications path to each controller on the network. A rechargeable battery will be provided for each transceiver to provide the ability to transmit data during a power failure of a single controller. The battery will be recharged by the controller power during normal operation. E. Transmission speed to be a minimum of 120 baud and operate in a A. ILocat:ion of sensors shown on Drawings. Height of wall mounted temperature sensors: 5 feet above finished floor. half duplex mode. PART 3 - EXECUTION 3.01 INSTALLATION 1 BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 19 CENTRAL MONITORING AND CONTROL SYSTEM B. Location of sensors is Contractor's responsibility. Locate as required to meet the performance requirements of the system. Relocate devices at no additional cost to the Owner if location is not suitable to give design performance. C. Mount local devices, including transmitters accessible for maintenance, visible, and operable from grade or platform. D. Pipe and mount.i.nstruments, switches, transmitters, and so forth to protect them from vibration and high temperatures. E. Duct penetrations: Provide seals to prevent leakage around the opening, including a stuffing box type closure or similar approved method. 3.02 FIELD TEST, CALIBRATIONS, AND INSPECTIONS A. Field check each installed instrument for air wiring connections. Pressure test, calibrate; and adjust for proper operation, B. Check alarm settings and interlock actions for proper operation. C. Test and calibrate transmitters to obtain output signal proportional to temperature. Adjust sensitivity and authority of receiver controllers to obtain correct control performance and stable control. D. Assist in the final air balancing. Adjust and operate controls on all or parts of the systems to allow the air - balancing technician to perform this checkout and air. balance. E. Test and adjust the completed system under operating conditions to design performance. Provide written certification to the Construction Manger upon completion. 3.30 INTERLOCKING AND CONTROL WIRING A. Wiring to be in accordance with the electrical specifications and to comply with the governing national, state,' and•local electrical codes. Control wiring minimum size: 18-gage. Use plenum, rate cable. BOEING CAFETERIA 09 -012 SECTION 15956 PAGE 20 CENTRAL MONITORING AND CONTROL SYSTEM PART 4 - SEQUENCE OF OPERATION 4.01. PACKAGED A/C UNITS A. Units shall be energized at preset scheduled time to start /stop. B. Room temperatures shall be monitored and controlled through remote temperature sensors and thermostats (which in turn shall control the packaged heating /cooling systems) so as to maintain the desired set - points. Coordinate all controls with the supplier of the packaged AHU's and provide all necessary interface and wiring. C. Provide manual override switch with 0 -6 hour timer to operate each of the packaged A/C units independent of the central monitoring and control system. D. Units shall start when room temperature drops to 68'F and (unless the kitchen hood exhaust fans are required to be on) stop when the room temperature reaches 72'F. 4.03 DISHWASHER EXHAUST FAN AND MAKE -UP AIR UNIT CONTROL A. Provide a local on /off push button control switch with indicator lights for the exhaust fan. B. Interlock the exhaust fan so as to start the make -up air unit when the exhaust fan is on and vice- versa. C. Room temperature sensor shall control the heating from the make up air unit. D. The sensor shall also start the make -up air unit in conjunction with the exhaust fan when the room temperature drop to 68'F and stop when room temperature reaches 72'P. 4.02 KITCHEN HOOD EXHAUST FANS AND THE MAKE -UP AIR UNIT CONTROL A. The on /off selector switch for each of the exhaust fans to be provided for each of the hoods shall be interlocked with the corresponding Make -up Air Unit. B. Room thermostat shall control the heating from the M.A.U. C. Make -up Air Units shall also be started along with the corresponding kitchen hood exhaust fans when room temperature sensor call for heating. 4.04 FREEZESTAT - PROTECTION PART 5 - CMCS POINT LIST A. ANALOG INPUTS MASTER SPECIFICATIONS SECTION 15950 PAGE 21 SYSTEM OF PNEUMATIC CONTROLS A. Provide a freezestat downstream of each of the supply air fans so as to shut the corresponding an down when the temperature is lower than 40 degrees F. The corresponding outdoor damper shall close when the fan is off. 4.05 WASHROOM EXHAUST FANS A. Washroom exhaust fans shall operate continuously. 4.06 PROPELLER EXHAUST FAN A. Room thermostat shall start the fan so that the space temperature does not exceed the set -point for the Electrical Room. On at 75'F, off at 70'F. 4.07 UNIT HEATER, CABINET HEATERS, AND RADIANT CEILING PANELS A. Room thermostat shall activate the corresponding heaters so as to maintain the set - point. 4.08 SHUTDOWN IN CASE OF FIRE /SMOKE ALARM A. Coordinate this item with electrical contractor. B. All necessary interlock wiring for this item shall be provided under Division 16 by the Electrical Contractor. Zone Space Temperatures for each of the AHU's and MAU's AHU /MAU Supply Temperature AHU Return Temperature Outside Air Temperature Building Power Sensor B. DIGITAL INPUTS All.AHU Status All MAU Status All EF Status Zone Off -Hour Switch For All Zones Security System Status (On /Off) Security System Alarm Status Security System Trouble Status Fire Alarm System Status (On /Off) Fire Alarm System Alarm. Status Fire Alarm System Trouble Status Building Power Status MASTER SPECIFICATIONS SECTION 15951 PAGE 22 DIRECT DIGITAL CONTROLS DIGITAL OUTPUTS. All'AHU Start /Stop All MAU Start /Stop The-start/stop for all of the::MAU's shall be interlocked with the corresponding exhaust fans. END OF SECTION 15956 PART 1 - GENERAL 1.01 SCOPE OF WORK 1.02 DESIGN CRITERIA BOEING CAFETERIA 09 -012 SECTION 15990 PAGE 1 TESTING, ADJUSTING AND BALANCING A. Air systems balancing will be performed by an independent testing and balancing agency (subject to approval by the Construction Manager) to be retained by the Mechanical Contractor. A. Winter (Heating) 1. Outdoor Design Temperature: 20 degrees F. 2. Room Design Temperature: 70 degrees F. B. Summer (Cooling) 1. Outdoor Design Temperature: 83 degrees F D.S., 67 degrees F W.B. 2. Room Design Temperature: 78 DB as per the Washington State Energy Code. 1.03 START-UP A. Before balancing the mechanical systems provide a certificate stating that the systems are ready for start - up'and the following conditions have been met. 1. all safety controls installed and fully operational 2. qualified personnel available to operate the systems 3. permanent electrical connections made to all equipment 4. all air filters installed 5. all mechanical equipment rooms, including plenums, vacuum cleaned PART 2 - NOT APPLICABLE PART 3 - TESTING AND BALANCING A. Following Air Systems shall be balanced. 1. supply air systems 2. return air systems 3. exhaust air systems BOEING CAFETERIA 09 -012 SECTION 15990 PAGE 2 TESTING, ADJUSTING AND BALANCING B. Work by Mechanical Contractor: Furnish ladders, scaffold, staging and accessories as required; change fan drive, provide sheaves as required; arrange for access to all dampers, valves and balancing devices and operate equipment during the time balancing and testing work is being performed. Control contractor and sheet metal contractor shall be made available when their services are required to assist balancing. C. Work by General Contractor: Removal and replacement of ceiling tiles as necessary. The extent of ceiling tile removal and replacement shall be as directed by the specialists selected to do the balancing work. The cost of this ceiling tile work is to be included in the Mechanical Contractor's bid, but he is to arrange with the General Contractor for the work to be accomplished. D. Work with the balancing specialists to: 1. provide sufficient time for testing and balancing prior to substantial completion. 2. make corrections to achieve the required system balance prior to final acceptance. 3. adjust fan drives and provide sheaves and belts as directed by the specialists to achieve system balance 4. maintain all systems in full operation during the complete testing and balancing period 5. employ control technicians to make necessary adjustments to the control systems to facilitate the balancing process 6. check and realign any V -belt drives and /or shaft coupling drives if they have been adjusted during the balancing process E. Notify the Owner at least thirty (30) days before the balancing work can be started. Balancing shall not commence until all systems have been cleaned. F. Allowable deviation in the measured quantities shall not exceed plus /minus 5% of the design. Excessive leakage of air through any part of the air - systems affecting balancing and /or temperature control shall not be allowed. END OF SECTION 15990 1 SECTION 16010 GENERAL PROVISIONS SECTION 16030 TESTING SECTION 16050 EXISTING SYSTEMS SECTION 16100 BASIC MATERIALS & METHODS SECTION 16105 ELECTRICAL SITE WORK SECTION 16110 RACEWAYS SECTION 16120 CONDUCTORS & TERMINATORS (COPPER ONLY) SECTION 16130 OUTLET AND PULL BOXES SECTION 16140 SWITCHES AND RECEPTACLES SECTION 16160 MOTOR CONTROLLERS SECTION 16170 DISCONNECTS AND FUSED SWITCHES SECTION 16180 FUSES SECTION 16260 AUTOMATIC TRANSFER SWITCHES SECTION 16450 GROUNDING SECTION 16460 DRY TYPE TRANSFORMERS SECTION 16470 SWITCHBOARDS SECTION 16471 PANELBOARDS SECTION 16500 LIGHTING SECTION 16700 COMMUNICATIONS SECTION 16721 FIRE ALARM SYSTEM SECTION 16740 TELEPHONE RACEWAY SECTION 16770 PAGING EQUIPMENT SECTION 16930 LIGHTING CONTROL EQUIPMENT SECTION 16999 PROJECT CLOSEOUT I hereby certify that this project specification was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Washington. Sparling, Inc. Electrical Engineers 5039:KS INDEX.W BOEING CAFETERIA 9 -12 DIVISION 16 ELECTRICAL SPECIFICATION INDEX 1920 Eastlake Ave. East Seattle, Washington 98102 (206) 324 -1555 PART 1 GENERAL SECTION 16010 GENERAL PROVISIONS 1.01 GENERAL Conform to the General Conditions, Supplementary Conditions, and related work in other Divisions for all work in Division 16. See Division 1 for sequence of work. 1.02 SCOPE OF WORK It is the intention of this Division of the Specifications and the accompanying drawings to describe and provide for the furnishing, installing, testing and placing in satisfactory and fully operational condition all equipment, materials, devices and necessary appurtenances to provide a complete electrical system, together with such other miscellaneous installations and equipment hereinafter specified and /or shown on the drawings. The work shall include all materials, appliances and apparatus not specifically mentioned herein or shown on the drawings, but which are necessary to make a complete, fully operational installation of all electrical systems shown on the drawings or described herein. Equipment and devices furnished and installed under other Divisions of this specification (or by the Owner) shall be connected under this Division. The drawings and specifications are complementary and what is called for in either is binding as if called for in both. 1.03 WORK IN OTHER DIVISIONS See all other divisions of specifications for other work which includes but is not limited to: Temporary Power Cutting and Patching Door Hardware Painting, Refinishing and Finishes Equipment Wiring Mechanical Control Wiring Mechanical Equipment Fire Protection 1.04 CODES AND REGULATIONS A. If any conflict occurs between government adopted code rules and this Specification, the codes are to govern. Nothing in these drawings and specifications shall be construed to permit work not conforming with the governing codes. Also, this shall not be construed as relieving the Contractor from complying with any requirements of the drawings or specifications which may be in excess of requirements of the hereinbefore mentioned governing codes and rules and not contrary to same. Boeing Cafeteria 9 -12 16010 -1 SECTION 16010 GENERAL PROVISIONS B. The electrical systems shall be installed based on the following current Standards. NFPA 70 1990 National Electrical Code as adopted,and amended by the State of Washington or Local Jurisdiction Uniform Building Code International Conference of Building Officials as adopted and amended by the Local Jurisdiction. The Contractor is required to familiarize himself with the detailed requirements of these standards and any local codes and ordinances as they affect the installation of specific electrical systems. 1.05 PERMITS AND FEES The Contractor shall obtain and pay for all licenses, permits and inspections required by laws, ordinances and rules governing work specified herein. The Contractor shall arrange for inspection of work by the inspectors and shall give the inspectors all necessary assistance in their work of inspection. 1.06 COORDINATION A. The Contractor responsible for accomplishing Division 16 work shall coordinate his work with that of the other Contractors and /or other trades doing work on the project and shall examine all drawings and specifications of other trades including the mechanical, architectural, and structural for construction details and necessary coordination. B. Obtain submittals and shop drawings of all equipment with electrical connections furnished under other divisions of the specifications. Provide all wiring in accordance with requirements indicated. Advise the Architect of any changes which may affect the contract price. C. Special attention is called to the following items and all conflicts shall be coordinated prior to installation. 1. Door swings to the end that switches will be located on the "strike" side of the door. 2. Location of grilles, pipes, sprinkler heads, ducts and other mechanical equipment so that all electrical outlets, lighting fixtures and other electrical outlets and equipment are clear from and in proper relation to these items. Boeing Cafeteria 9 -12 16010 -2 0: P t SECTION 16010 GENERAL PROVISIONS 3. Location of cabinets, counters and doors so that electrical outlets, lighting fixtures and equipment are clear from and in proper relation to these items. 4. Recessing and concealing electrical materials in CMU walls, concrete construction, precast construction and similar construction methods. 5. Electrical characteristics (HP, KVA, voltage, phase) of actual equipment furnished under other divisions being different from that shown on the electrical drawings. D. The Contractor will not be paid for relocation of work, cuttings, patching and finishing required for work requiring reinstallation due to lack of coordination prior to installation. 1.07 CONTRACT DRAWINGS A. Raceways, boxes and ground connections are shown diagrammatically only and indicate the general character and approximate location. The layout does not necessarily show the total number of raceways or boxes for the circuits required, nor are the locations of indicated runs intended to show the actual routing of the raceways. The Contractor shall furnish, install and place in satisfactory condition all raceways, boxes, conductors and connections and all other materials required for the electrical systems shown or noted in the contract documents to be complete, fully operational and fully tested upon completion of the project. B. The drawings do not show all requirements of the specifications. The drawings and specifications are complementary and what is called for (or shown) in either is required to be provided as if called for in both. C. The horsepower of motors and apparatus wattages shown on the drawings are estimated requirements of equipment furnished under other Divisions of this contract and bid shall be based on these sizes. Overload elements shall be provided to suit actual equipment nameplate current. Advise Architect of any equipment changes or substitutions affecting electrical systems. Conform to Substitution Requirements, Section 16100. D. Any minor changes (less than 6' -6" horizontal) in the location of the raceways, outlets, boxes, devices, wiring, etc., from those shown on the drawings shall be made without extra charge, where coordination requires or if so directed by the Architect before rough -in. Boeing Cafeteria 9 -12 16010 -3 SECTION 16010 GENERAL PROVISIONS E. Contractor shall consult the architectural drawings for the exact height and location of all electrical equipment not specified herein or shown on the drawings. F. Outlet locations shown on the drawings are approximate. Contractor shall study the building drawings in relation to spaces and equipment surrounding each outlet so that the outlet is correctly positioned and symmetrically located for proper usage. Lighting fixtures are to be symmetrically located according to ceiling tile and room layout. G. When inserts or sleeves for outlet boxes, conductors, cables and /or raceways are required, Contractor shall provide and shall fully coordinate the installation thereof with other trades. H. Electrical drawings to be used for construction of only the electrical systems. The electrical drawings do not show construction features of other trades. 1.08 ITEMIZED SCHEDULE OF COSTS Furnish a contract cost breakdown by specification section to the Architect with a copy to the Engineer to allow evaluation of partial payment requests. Refer to the Supplementary Conditions of General Contract for details, and conform thereto. 1.09 WARRANTY The Contractor shall guarantee all work installed under this specification. He shall make good, repair or replace, at his own expense, any defective work, materials or parts which may show themselves within one year after final acceptance, if in the opinion of the Architect said defect is due to imperfection in material, design or workmanship. Incandescent lamps are not warranted, but all shall be operating at time of final acceptance. Boeing Cafeteria 9 -12 16010 -4 1.10 RECORD DRAWINGS Continually record the actual electrical system(s) installation on a set of prints kept readily available at the project during construction. These prints shall be used for this purpose alone. Accurately locate with exact dimensions all underground and underslab raceways and stub - outs. At the completion of the work, Contractor shall furnish the Architect a set of reproducible record drawings (xerox type) and the set of mark -ups. Final payment to the Contractor will not be authorized until these prints have been submitted to and accepted by the Architect. 1.11 ELECTRICAL EQUIPMENT OPERATION AND MAINTENANCE (O &M) MANUALS A. The Contractor shall prepare four (4) 0 &M manuals for all equipment furnished under Division 16 of the specifications. B. The information included must be the exact equipment installed, not the complete "line" of the manufacturer. Where sheets show the equipment installed and other equipment, the installed equipment shall be neatly and clearly identified on such sheets. These .0 & M manuals shall contain all the information needed to operate and maintain all systems and equipment provided in the project. It shall be presented and arranged in a logical manner for efficient use by the Owner's operating personnel. The information provided shall include but not be limited to the following: 1. Equipment manufacturer, make, model number, size, etc. 2. Equipment nameplate data. 3. Description of system configuration and operation including component identification and interrelations. A master control schematic drawing(s) may be required for this purpose. 4. Dimensional and performance data for specific unit provided as appropriate. Manufacturer's recommended operation instructions as appropriate. SECTION 16010 GENERAL PROVISIONS Manufacturer's -recommended lubrication and.•:serv,icing data including frequency as'appropriate': Boeing'Cafeteria'9 -12 16010 -5 SECTION 16010 GENERAL PROVISIONS 7. Complete parts list including reordering information, recommended spares and anticipated useful life (if appropriate). Parts lists shall give full ordering information assigned by the original parts manufacturer. Relabeled and /or renumbered parts information as reassigned by equipment supplier not acceptable. 8. Shop drawings. 9. Wiring diagrams. 10. Signal equipment submittals shall contain step -by -step circuit description information designed to acquaint maintenance personnel with equipment operation in each mode of operation. D. Wiring diagrams for each system shall be complete drawings for the specific system installed under the contract. "Typical" line diagrams will not be acceptable unless properly marked to indicate the exact field installation. E. The information contained in the manuals shall be grouped in an orderly arrangement by specification index. The manuals shall have a typewritten index and divider sheets between categories with identifying tabs. The completed manuals shall be bound with hard board covers. (0 & M manuals shall not exceed 5" thick. Provide two or more volumes if required. Signal and communication systems shall be in separate volume(s).) The covers shall be imprinted with the name of the job, Owner, Architect, Electrical Engineer, Contractor and year of completion. The back edge shall be imprinted with the name of the job, Owner and year of completion. Hard board covers and literature contained may be held together with screw post bindings. F. A preliminary copy, complete except for the bound cover, shall be submitted 60 days prior to completion of the project for checking and review. Four (4) bound, final, corrected copies shall be provided. Deliver one (1) to Sparling & Associates, Inc. Deliver three (3) to the Owner via the Architect 20 days prior to scheduled instruction periods. Obtain a receipt for the manuals and forward a copy of the receipt to both the Architect and Engineer with the completed form. 1.12 INSTRUCTION PERIODS After substantial completion of the work and 20 days after the 0 & M manuals have been delivered to the owner and after all tests and final inspection of the work by the Authority(s) Having Jurisdiction; the Contractor shall demonstrate the electrical systems and instruct the Owner's designated operating and maintenance personnel in the operation and maintenance of the various electrical systems. The Contractor shall arrange scheduled instruction periods with the Owner. The Contractor's representatives shall be superintendents or foremen knowledgeable in each system and suppliers representatives when so specified. Boeing Cafeteria 9 -12 16010 -6 SECTION 16010 GENERAL PROVISIONS Scheduled instruction periods shall be: 1._.. Lighting Control & Power Distribution System 2 hours 2. Paging System 2 hours 3. Fire Alarm System 2 hours 1.13 FINAL. ACCEPTANCE REQUEST The Contractor shall submit to the Architect, with a copy to the Engineer, a Job Completion Form (form attached in this section) properly filled out prior to the time final acceptance of the electrical work Is requested. At this time also submit copies of final inspection certificates and receipts for loose materials (microphones, etc.) turned over to the Owner. Boeing:Cafeterial-12 1anin_7 to Name SECTION 16010 GENERAL PROVISIONS JOB COMPLETION FORM PROJECT NAME: PROJECT LOCATION: DATE: A. Electrical Inspectors Final Acceptance Copy of certificate attached. C. Record Drawings Attached Transmitted previously D. 0 & M Manuals Attached Transmitted previously to E. Test Reports Attached Transmitted previously to Agency Date B. The following systems have been demonstrated to Owner's representative. 1. Lighting & Power Systems Owner's Rep. Date 2. Communication Systems Owner's Rep. Date 3. Fire Alarm Systems Owner's Rep. Date Date Date Date F. The work is complete in accordance with contract documents and authorized changes except for Boeing Cafeteria 9 -12 16010 -8 and the architect /engineer's representative is requested to meet with at on Supervisor of Electrical Work Time Date 1 1 1 1 r r 1 s . SECTION 16010 GENERAL PROVISIONS Contractors Rep. Signature Date Note: Additional copies of this form are available from Sparling & Associates, Inc., 1920 Eastlake. East, Seattle, WA 98102 Boeing Cafeteria '9 -12 1 r n1 n_e SECTION 16010 GENERAL PROVISIONS 1.14 ABBREVIATIONS AND DEFINITIONS When the following abbreviations and definitions are used in relation to the work for Divisions 16 they shall have the following meanings: Item Meaning Accepted Reviewed with no exceptions taken to submittal material. See "Submittal" below. AHJ Authority Having Jurisdiction ANSI American National Standards Institute Approved Inspected and accepted by the Authority Having Jurisdiction ASTM American Society for Testing Materials Boxes Outlet, Junction or Pull Boxes Code All codes currently enforced at project location. Compression Compressed using a leverage powered (hydraulic or equivalent) crimping tool Connection All materials and labor required for equipment to be fully operational. EMT Electrical Metallic Tubing Exterior Outside of or penetrating the outer surfaces of the Location building weather protective membrane. Fully Oper- Tested and approved and operating to the satisfaction ational of the AHJ, manufacturer and contract documents Furnish Deliver to the jobsite ICEA Insulated Cable Engineers Association Install To enter permanently into the project and make fully operational. Kcmil Thousand circular mils (formerly MCM) Mfr. Manufacturer NEC National Electrical Code, National Fire Protection Association Publication #70 (latest adopted edition with amendments) Boeing Cafeteria 9 -12 16010 -10 SECTION 16010 GENERAL PROVISIONS NEMA National Electrical Manufacturers Association NETA National Electrical Testing Association NFPA National Fire Protection Association Noted Shown or specified in the contract documents PVC Polyvinyl Chloride Provide Furnish and install RGS Rigid Galvanized Steel Required As required by code, AHJ or contract documents for the particular installation to be fully operational. Shop Drawing Hand drafted document which fully details the . equipment and intended installation relative to this specified project. Shown As indicated on the drawings or details. Submittal Material for Engineer review which may contain catalog cuts, shop drawings, wiring diagrams, etc., of the actual material being furnished. Underwriters' Laboratories, Inc. Raceway, conductors and connections Wiring END OF SECTION 16010 Boeing Cafeteria 9-12 »n10_>> PART 1 GENERAL SECTION 16030 TESTING 1.01 DESCRIPTION Test and give written certification that the entire electrical installation complies with contract documents, code and proper system operation. Retain the services of a National Electrical Testing Association member firm, or a Major Electrical Equipment Manufacturer to perform testing services where noted. All testing personnel are to be trained and experienced in the commissioning and testing of equipment of the type supplied under this contract. Certification of training and experience of testing personnel to be provided to owner 10 days prior to the commencement of work. Include all costs for testing in bid. Furnish all apparatus and material required for testing. Calibration certificates for all test equipment traceable to the NBS shall be submitted with data sheets. 1.02 CIRCUIT TESTS The Contractor shall test all wiring and connections for satisfactory operation, continuity, short circuits and grounds before any fixtures or other loads are connected. Insulation tests shall be made with a 1000V. minimum DC "Megger" type tester. If tests indicate faulty insulation (as determined by Boeing's review of data sheets), such defects shall be corrected and tested again. Verify proper load balance of three phase systems. 1.03 GROUNDING TEST A. Measure the OHMIC value of the Electric Service Entrance metallic "System Ground" with reference to "Earth Ground" using the "Multiple Ground Rod" method and suitable instruments. Maximum resistance to ground shall be less than 10 ohms. If this resistance cannot be obtained with the ground system shown, notify the Architect immediately for further instruction. B. Confirm that the neutral is grounded only at the service equipment by removing the service neutral grounding conductor and meggering the neutral bus. 1.04 MOTOR AND EQUIPMENT TESTS Check all motors and equipment for proper rotation. 1.05 PHASE ROTATION Check for proper phase rotation to be A -B -C, left -to- right, front -to- back, and top to bottom. Check for feeders and in switchboards, panelboards, motor controls and motors. 1.06 TORQUE TESTS Boeing Cafeteria 9 -12 16030 -1 SECTION 16030 TESTING For every conductor terminated in an overcurrent device or bolted type connection; torque all connections per manufacturers recommendations and tabulate the results on a tabular form and /or copy of panel schedules. Furnish calibration certificates for torquing tools used to perform this work. 1.07 FIRE ALARM TEST Test every component of the fire alarm in the presence of a: representative of the Authority. Having Jurisdiction and a representative of Boeing Fire Protection Engineering. 1.08 OTHER SYSTEM TESTS Test as indicated in individual specification sections. 1.09 TEST REPORTS Submit to the Engineer a copy of the certified test reports for all tests noted and include copies in the 0 & M manual. PART 2 PRODUCTS 2.01 MATERIALS AND INSTRUMENTATION All shall be provided by and remain the.property of the Contractor. PART 3 EXECUTION 3.01 SCHEDULE Notify Architect.10 working days prior to:performance::of any.test. END OF SECTION 16030 Boeing Cafeteria 9 -12 16030 -2 PART 1 GENERAL 1.01 RELATED WORK Same as in Section 16010. PART 2 PRODUCTS SECTION 16050 EXISTING SYSTEMS 1.02 EXISTING SYSTEMS MAINTAINED Prior to bidding, existing systems and systems adjacent to the work shall be investigated thoroughly. Any damage resulting from performance of work under this contract shall be repaired to assure continuing operation and integrity during and at completion of the project at no increase in contract cost. Any existing wiring serving devices to remain in service and which is interrupted by work performed under this contract shall be rerouted to maintain circuit continuity. The building will continue operation during the work and it is essential that no systems operation be interrupted unless scheduled with the Owner. Contractor shall assume responsibility for unscheduled interruptions and expedient repair. 1.03. EXISTING SYSTEMS CONCEALED A. The electrical drawings show portions of the existing electrical systems which are to remain, be removed or be modified as a part of the Contractor's work. Concealed features of the existing systems are derived from record drawings and the Engineer's best judgment of the configuration, but no guarantee is made as to their correctness. B. The Contractor shall inspect the existing installation prior to bidding and shall make his own judgment as to the work required to provide a complete installation within the intent of the contract documents. 1.04 DEMOLITION WORK A. All demolition work required under this contract is not shown on the drawings. B. The Contractor shall inspect the existing installation prior to bidding and shall make his own judgment as to the work required to provide complete demolition within the intent of the contract documents. 2.01 EXISTING MATERIALS All materials which are a part of the building shall remain the property of the Owner. 2.02 EXISTING MATERIALS NOT TO BE REINSTALLED A. In coordination with the Owner, these materials shall be made available for his inspection and decision as to whether the Owner will retain possession. Items selected for retention shall be turned over to the Owner. These items shall be delivered to a location on the premises selected by the Owner. Take reasonable care to avoid damage to this material. If the Contractor fails to conform to this requirement, he shall purchase and turn over to the Owner replacement material of like kind and quantity. Boeing Cafeteria 9 -12 16050 - 1 SECTION 16050 EXISTING SYSTEMS B. All material not selected for retention by the Owner and debris shall be legally disposed of by the Contractor. PART 3 INSTALLATION 3.01 EXISTING CONDITIONS Examine the structure, site, and conditions under which electrical work is to be installed for conditions detrimental to proper and timely completion of electrical work. Do not proceed with work until deficiencies or detrimental conditions have been corrected. Report deficiencies or detrimental conditions of existing electrical work which might be unsuitable to connect with or receive other work. Failure to so report shall constitute acceptance of other work as being fit and proper for the reception of, electrical work. 3.02 POWER OUTAGES The facility will continue its normal operation during the construction work; therefore it is required that the Contractor schedule electrical system(s) outages with the Owner. Unscheduled electrical systems(s) outages shall not be permitted. In the event that the Contractor's work causes or contributes to an electrical system(s) outage (or other system fault), the Contractor is responsible for immediately correcting the problem. Included (as examples) shall be any premium time required to stay on the job site until problem is corrected and air freight for parts not locally available. 3.03 PREMIUM TIME: Premium time shall be included in the Base. Bid for electrical system(s) outages. END OF SECTION 16050 oBoeing Cafeteria 9 -12 16050 - 2 PART 1 GENERAL SECTION 16100 BASIC MATERIALS AND METHODS 1.01 DESCRIPTION This section contains the general requirements for materials and installation methods which apply to all sections of Division 16. All materials and equipment shall be installed in conformance with the manufacturer's installation instructions and U.L. requirements. PART 2 PRODUCTS 2.01 GENERAL A. All materials must be new, free from defects and not less than the quality herein specified. They shall be designed to insure satisfactory operation and operation life in the environmental conditions which will prevail where they are being installed. B. Each type of materials furnished shall meet the guidelines of Boeing Standard Electrical Equipment, be of the same make and shall be of the standard products or manufacturers regularly engaged in the production of such materials and shall be the manufacturer's latest standard design. C. All materials and equipment installed, including lighting fixtures, shall have been tested and listed by Underwriters Laboratories or other approved testing organization and shall be so labeled unless otherwise permitted by the Code Inspector (AHJ) and the Architect. 2.02 SUBSTITUTION OF MATERIALS A. Listing of materials is not intended to prevent listing of other material provided the substitute product is submitted for listing and has been reviewed and listed in accordance with the following Substitution of Materials requirements. 1. No Substitute: It is the intent of this specification to require new materials to be compatible with Boeing Standards and to this end certain materials and systems are indicated "No Substitute" and shall be provided as specified. 2. Listing Prior to Bid Opening: Listing of products other than those specified will be issued after the following requirements are met: Boeing Cafeteria 9 -12 16100 -1 SECTION 16100 BASIC MATERIALS AND METHODS Requests shall clearly indicate the product fully complies with contract documents and shall be neatly marked to clearly define and describe the product for which listing is requested. Samples shall be submitted if requested. Requests shall be received prior to 10 days before bid opening. Requests containing insufficient information to confirm compliance with contract documents will not be considered. 3. After Award of Contract: Substitution of products will be considered after award of contract only under the following conditions: a. The Contractor shall have placed orders for specified materials promptly after contract is awarded. b. The reason for the unavailability is beyond the Contractor's control, i.e., due to strikes, bankruptcy, discontinuance of manufacture, acts of God. c. Requests for substitutions shall be made in writing and shall be accompanied by complete description of the material or equipment. 4. Contract Price Change: The Contractor shall furnish information which fully describes the product, plus his proposed contract price change. (See General Conditions for form of proposal. B. In all cases, should a substituted material result in requiring electrical system or building modifications; the Contractor alone shall pay all costs to provide these modifications including all costs to the Engineer and Architect for redesign time required to accommodate the required modifications. 2.03 COMPLETE SYSTEMS All the systems mentioned shall be complete in every detail and fully operational upon completion of the project unless specifically noted otherwise. Mention of certain materials in these specifications shall not be construed as releasing the Contractor from furnishing such additional materials and performing all labor required to provide complete and fully operational systems. Boeing Cafeteria 9 -12 16100 -2 SECTION 16100 BASIC MATERIALS AND METHODS 2.04 SUBMITTALS AND SHOP DRAWINGS A. Submittals: Within 30 days after award of contract, submit common brochure(s) with index and divider tabs by specification section, containing all required catalog cuts, to the Architect in a three ring binder with hardboard cover. The data shall indicate listing by U.L. or other approved testing agency and contain sufficient information neatly highlighted with yellow or blue marker to demonstrate that materials being submitted fully, comply with contract documents. Each item submitted shall have been stamped "Reviewed and Approved" by the Contractor prior to review by the Architect. (Note: Submittals and shop drawings which are incomplete or which contain insufficient information will be returned for resubmittal.) See General Conditions for format, quantity, etc. B. Shop Drawings: Shop drawings shall be submitted as soon as available but not later than 45 days after award of contract. Shop drawings shall show the ratings of items and systems and how the components of an item or system are assembled, interconnected, function together and how they will be installed on the project. System layout drawings shall show floor plans with complete device layout and point -to -point wiring and connection diagrams between all components of the system. Show wire sizes and color coding. C. The contractor agrees that submittals and shop drawings processed by the Architect are not change orders; that the purpose of submittals and shop drawings by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to . furnish and install and by detailing the fabrication and installation methods he intends to use. The Contractor alone accepts all responsibility for assuring that all materials furnished under this Division of the specifications meet in full all requirements of the contract documents. The Engineer's review is for general conformance with the design concept and contract documents. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications, nor departures therefrom. The Contractor remains responsible for details and accuracy for confirming and correlating all quantities and dimensions, for selecting fabrication processes and for techniques of assembly. Boeing Cafeteria 9 -12 16100 -3 D. Submittals are required for: E. Shop Drawings are required for: Fire Alarm (with AHJ approval indicated) Paging System 2.05 EQUIPMENT LABELING AND NAMEPLATES Provide attached nameplates constructed of plastic (green on white) laminated material engraved through green surface material to white sublayer. Exception: Emergency distribution system component labeling - white letters on red background. Required data: First line: Panel (Equipment) Designation. Second line: Phase, Voltage, Frequency. Third and Fourth line: Source of power and breaker number and /or type of load with location. . Job Nameplate: Refer to Section 16470. B. Switchboard, ATS and Panelboard Nameplates: Refer to Sections 16470, 16260 and 16471. C. Receptacle Nameplates: Refer to Section 16140. D. Motor Starter and Disconnect Nameplates: Refer to Sections 16160 and 16170. E. Special Equipment Outlet Nameplates: Refer to appropriate Sections. F. Emergency Power System Nameplates: Refer to Section 16470. G. As shown on the drawings and details. Contract Cost Breakdown Raceways Wire and Cables Splicing. Kits Wiring Devices Motor Controllers. Disconnects and Fused Switches Fuses Automatic Transfer Equipment Transformers Switchboards and Panelboards Lighting Fixtures and Ballasts Paging Equipment Lighting Control Fire Alarm SECTION 16100 BASIC MATERIALS AND METHODS Boeing Cafeteria 9 -12 16100 -4 PART 3 INSTALLATION 3.01 CUTTING BUILDING CONSTRUCTION A. Obtain permission from the Architect prior to cutting. Locate cuttings so they will not weaken structural components. Cut carefully and only the minimum amount necessary. Cut concrete with diamond core drills or concrete saws except where space limitations prevent the use of such tools. B. All construction materials damaged or cut into during the installation of this work must be repaired or replaced with materials of like kind and quality as original materials by skilled labor experienced in that particular building trade. 3.02 EXCAVATIONS A. Excavations shall not disturb or injure walls, footings or other property. B. Remove all surplus earth not needed for backfilling and dispose of same as directed. C. See Section 16105. SECTION 16100 BASIC MATERIALS AND METHODS 3.03 PENETRATIONS OF FIRE RATED ELEMENTS Must be provided such as to retain that rating. 3.04 PAINTING Painting in general will be covered under another Division of this specification, except items furnished under this Division that are scratched or marred in shipment or installation shall be refinished. 3.05 CLEAN UP Contractor shall continually remove debris, cuttings, crates, cartons, etc., created by his work. Such clean up shall be done daily and at sufficient frequency to eliminate hazard to the public, other workmen, the building or the Owner's employees. Before acceptance of the installation, Contractor shall carefully clean cabinets, panels, lighting fixtures, wiring devices, cover plates, etc., to remove dirt, cuttings, paint, plaster, mortar, concrete, etc. Blemishes to finished surfaces of apparatus shall be removed and new finish equal to the original applied. 3.06 WORKMANSHIP AND OBSERVATION A. Workmanship shall be of the best quality and none but competent and experienced electricians shall be employed and shall be under the supervision of a competent and experienced foreman. All completed work shall represent a neat and orderly appearance. B. All work and materials shall be subject to observation at any and all times by representatives of the Architect. Boeing Cafeteria 9 -12 16100 -5 SECTION 16100 BASIC MATERIALS AND METHODS B. Prior to rough -in, obtain submittals and shop drawings for all equipment requiring electrical connections being furnished under other divisions of the specifications and by the owner. 3.09 INTERFACE WITH OTHER TRADES A. The Contractor shall continually interface and coordinate the electrical work with the work of other trades. B. At each switchboard, panelboard and motor control center location the Contractor shall monitor the work of all trades to assure that the space and clearance requirements of code are met. END OF SECTION.16100 Boeing Cafeteria 9 -12 16100 -6 3.07 HOUSEKEEPING PADS A. Provide a concrete housekeeping pad under each floor mounted switchboard and transformer. Pad shall be 3" greater in dimension (horizontal minimum) than base of equipment mounted thereon. Minimum height 3 1/2 ". Refer to Division 3 for "Cast in Place" concrete. B. When housekeeping pad is poured on previously poured concrete or is for engine or motor driven equipment, the pad shall be reinforced ( #4, 12" o.c., both ways) and the rebar shall be tied to the existing floor via J- bolts (previously set) or expansion bolts or other acceptable means. The existing slab shall be thoroughly cleaned and prepared for the pad just before the pour. 3.08 EQUIPMENT CONNECTION A. For equipment furnished under this or other Divisions of the specifications, or by owner; provide complete all electrical connections necessary to serve such equipment and provide required control connections to all equipment so that the equipment is fully operational upon completion of the project. Whenever the drawings show an equipment connection the Contractor shall provide the code required disconnect switch. PART 1 GENERAL SECTION 16105 ELECTRICAL SITE WORK 1.01 DESCRIPTION A. Provide all excavation, trenching, backfill and surface restoration required for the electrical work. B. The Contractor performing the work in Division 16 shall include in bid all costs required to perform the electrical site work. PART 2 PRODUCTS 2.01 CONCRETE Concrete shall be Class 5, manufactured with 3/4 inch aggregate and Type 1 cement. 2.02 ASPHALT Asphalt shall be Class B, manufactured with MC -250 asphalt. 2.03 CRUSHED ROCK Crushed rock shall be 1 1/4" minus unless smaller is required for bedding material. 2.04 SAND Sand shall be clean and washed building sand. 2.05 TOPSOIL Topsoil shall be equal in quality to that removed. 2.06 SOD New sod shall be mature, densely rooted grass free of weeds and objectionable grasses. 2.07 PLANTS Plants shall be obtained from a commercial nursery and be similar to those replaced. PART 3 INSTALLATION 3.01 EXISTING UTILITIES A. The existing utilities shown on the contract drawings have been plotted from available records. No guarantee is made to the accuracy of the locations indicated, and is shown for whatever benefit the Contractor may derive therefrom. B. Contact all serving utilities and have them locate their lines prior to commencing work. Forty -eight (48) hours prior to commencing work telephone "Call Before You Dig" at 1- 800 - 424 -5555. The Contractor shall also have the owner locate all utility lines prior to commencing work. Boeing Cafeteria 9 -12 16105 -1 SECTION 16105 ELECTRICAL SITE WORK C. Protect shown, visible and located utilities from damage. Promptly have repaired all active shown, visible and located utilities damaged by construction. This repair shall be made solely at the expense of the Contractor. D. When despite all care and caution damage occurs to active utilities not visible, located or shown on the contract documents, the Contractor shall immediately obtain a decision as to repair. When so directed the repair shall be made immediately by the Contractor whose trade is involved. The contract price shall not change when the conditions outlined above and utmost possible care and caution have not been followed. E. Adjust the depth of electrical utilities to avoid existing utilities with no change to contract price. F. Remove all plants and planted material required to perform site work without damaging, store, and keep healthy. 3.02 SECURING SITE WORK The Contractor alone is solely responsible for securing all electrical site work with adequate barriers, warning indicators and shoring. 3.03 TRENCHING A. Trenching shall be to depths as required by code, the particular installation, or as shown on the drawings. Trench width and length as required by the installation or as shown. B. Trench bottom shall be free of debris and graded smooth. Where trench bottom is rock, or rocky, or contains debris larger than 1 ", or material with sharp edges, Contractor shall over excavate 3" and fill with 3" of sand. C. Separation between new electrical utilities and other utilities shall be 1' -0" minimum except gas lines shall be 1' -0" both vertical and horizontal and shall be 3' -0" (horizontal) for all water service lines. D. All crossings of concrete or asphalt shall be performed only after the surface material has been saw cut to required width and removed. 3.04 EXCAVATIONS A. Excavations shall be as required for installation intended or as shown. B. Excavation bottom shall be free of debris and graded smooth. Where bottom is rock, or rocky, or contains debris larger than 1 ", or material with sharp edges, Contractor shall over excavate 6" and fill with 6" sand. Boeing Cafeteria 9 -12 16105 -2 SECTION 16105 ELECTRICAL SITE WORK 3.05 DEWATERING Provide, operate and maintain all pumps or other dewatering equipment required for control of water in trenches and excavations for electrical site work during the entire construction period. 3.06 SHORING Provide as required by trenching and excavating to secure site work. 3.07 BACKFILL, BEDDING AND COMPACTION A. Backfill around raceways per 16110. B. Backfill around handholes to be free of debris larger than 1 3/4" in all directions to 1' -0" from vault. C. Bedding for handholes larger than 3' -0" x 3' -0 ", shall be 0' -6" of pea gravel or sand. For handholes smaller than 3'- 0" x 3' -0" shall be 0' -3" pea gravel or sand. D. All other backfill shall be free of debris larger than 6" in diameter. E. Backfill in landscape areas shall be top soil of same quality, depth, etc., to match existing. Provide identical surface material in landscaped areas. F. All backfill material shall be placed so as to obtain a minimum degree of compaction of 95 percent of the maximum density at optimum moisture content. Moisten backfill material as required to obtain proper compaction. G. Broken pavement, concrete, sod, roots and debris shall not be used for backfill. H. Within the one year guarantee period, re -fill, compact and re- finish all settled areas to grade. 3.08 WASTE MATERIAL DISPOSAL Promptly remove from the site and legally dispose of all materials from trenching and excavation which are remaining after backfill and compaction. 3.09 SURFACE REFINISHING A. Refinish every disturbed surface to its' original condition. B. All planted materials not surviving 90 days after contract acceptance shall be replaced by the Contractor at his own expense. C. Return after one year and refinish all settled areas to grade. Boeing Cafeteria 9 -12 16105 -3 SECTION 16105 ELECTRICAL SITE WORK 3.10 CARE OF PLANTS AND TREES Remove and safely store all lawn, sod, plants and trees with trunks smaller than'0' -6" diameter prior to commencing site work. Trees larger than 0'- 6" shall be avoided when so indicated on the drawings. Replace all lawn, sod, plants and trees upon completion of site work. END OF SECTION 16105 Boeing Cafeteria 9-12 16105 -4 SECTION 16110 RACEWAYS PART 1 GENERAL 1.01 DESCRIPTION Provide all raceway systems complete and in conformance with code. PART 2 PRODUCTS 2.01 RIGID STEEL CONDUIT (RGS) AND RIGID ALUMINUM CONDUIT (RAC) A. RSC to be hot dipped galvanized steel. Fittings shall be galvanized malleable iron or noncorrosive alloy threaded fittings compatible with galvanized conduit. Erickson couplings, watertight split couplings, similar to OZ permitted. Set screw and running thread fittings not permitted. 2.02 ELECTRICAL METALLIC TUBING (EMT) A. Hot dip galvanized, electrogalvanized or sherardized, steel tubing. Permitted for raceways smaller than 2" only. B. Couplings and Connectors: Raintight; steel or malleable iron type using a split corrugated compression ring and tightening nut or stainless steel locking disc. Steel set screw fittings are permitted. Indenter, drive -on and pressure cast or diecast type fittings are not permitted. 2.03 FLEXIBLE METAL CONDUIT A. Galvanized, heavy wall flexible steel for dry locations. Aluminum and flexible metallic tubing not permitted. Fittings: malleable iron or steel, similar to Thomas and Betts "squeeze" type. B. Liquid Tight Flexible Metal Conduit. PVC weatherproof cover over flexible steel conduit. Fittings: similar to Thomas and Betts "Super- Tite ". 2.04 METAL SURFACE RACEWAY Formed steel type. Standard Factory painted finish. Where color choice is available, consult Architect for selection. Manufacturer: Wiremold. 2.05 RIGID NONMETALLIC CONDUIT (PVC) Schedule 40, rigid polyvinyl chloride type, unless noted otherwise. PVC elbows not permitted. 2.06 EXPANSION FITTINGS Malleable iron, hot dip galvanized allowing 4" ( +/ -2 ") conduit movement. 0 -Z /Gedney type AX series. 2.07 SEALING FITTINGS Wall sealing fittings shall be 0 -Z /Gedney FSK series for new construction and CSM series for existing construction. At each wall sealing fitting provide an 0 -Z /Gedney or Crouse Hinds EYS series conduit seal fitting. Raceway stubups and stubouts shall have 0 -Z/ Gedney CSB series conduit seals together with the wall sealing fittings. Boeing Cafeteria 9 -12 16110 - 1 PART 3 INSTALLATION SECTION 16110 RACEWAYS 3.01 GENERAL A. Provide raceways concealed in construction unless noted otherwise or unless specifically authorized by the Architect. B. Supports, bending, reaming and threading of raceway shall conform with code. 3.02 RIGID STEEL AND RIGID ALUMINUM CONDUIT A. All connections shall be watertight. B. RGS shall be used for: 1) all raceways where subject to damage, 2) all stubups in concrete, 3) all stubouts through concrete walls or from slabs, 4) where exposed to weather, 5) exposed raceway larger than 2" diameter, subject to C below. C. RAC shall be used for 480 volt interior power. Route 480 power overhead in RAC. 3.03 ELECTRICAL METALLIC TUBING (EMT) Provide for wiring in masonry or frame construction and for wiring in furred ceilings and above suspended ceilings. May be used for exposed work in unfinished areas where not subject to damage. Where construction involves masonry work, assemble and install at the same time as the wall is erected. Avoid surface cut masonry units wherever such masonry units are to remain unplastered or uncovered in completed construction. EMT not permitted to be encased in concrete slabs. 3.04 FLEXIBLE METAL CONDUIT Provide flexible raceway connection with 90 degree loop minimum for isolation to 1) motors 2) transformers and 3) to all other equipment subject to vibration, (i.e. control equipment, such as solenoid valves, pressure controls, aquastats, pneumatic electric relays, etc.). Provide liquid tight for pumps, for equipment in areas which are regularly washed down, and for equipment in damp or wet locations. Provide code bonding jumper. 3.05 METAL SURFACE RACEWAY Verify exact mounting and locations with Architect prior to rough -in. Install parallel to a building surface (i.e., wall, ceiling, floor). Fasten to surface as recommended by manufacturer. Mount so raceway is in the least obvious location. Ream all cuts smooth. Provide all required boxes, extensions, fittings, elbows and devices for a complete installation. Provide bushings in ends of Wiremold 500 and 700 runs at all boxes and devices. Boeing Cafeteria 9 -12 16110 - 2 SECTION 16110 RACEWAYS 3.06 RIGID NONMETALLIC CONDUIT A. When permitted by code, may be used underground, or where completely encased with 2" of concrete (or as required by code). Field bends shall be limited to less than 44 degrees and shall be formed only with manufacturer's recommended heater. All elbows shall be rigid steel. Penetrations through floors shall be rigid steel. Stub ups shall be rigid steel elbows. Raceway size may need to be increased to include code required ground wire. Provide expansion joints per code. B. Fire alarm and clock systems in raceway shall be in steel raceway. 3.07 RACEWAYS UNDERGROUND A. Raceways between buildings to be 4" in steel rebar reinforced, concrete encased ductbanks. B. Shall be rigid galvanized steel painted with two coats of bitumastic coating; or rigid galvanized steel with a 15 mil. PVC jacket (repair abrasions with PVC base paint). Rigid nonmetallic raceways may be used where permitted by code unless noted otherwise. C. Arrange and slope raceways entering building to drain away from building. D. Provide marker tape over all underground raceways. Marker tape shall read "Caution - Electric Line Buried Below" as manufactured by Terra Tape or accepted equal. Marker tape shall be installed 1' -0" below grade. E. Install underground raceways a minimum of 24" below final grade (36" on public property) unless otherwise noted or required. F. Provide backfill around underground raceways. Use clean sand 12" above and below raceways. Backfill above 12" shall be free of debris or rocks greater than 1" in diameter. Raceways shall be spaced 7 -1/2" minimum between centers and 3" minimum between raceways. G. Raceways to be encased in concrete shall be anchored to prevent floating during pour. 3.08 RACEWAYS THAT STUB UP THROUGH FLOOR Install at such depth that the exposed raceway is vertical and no curved section of the elbow is visible. 3.09 SEALING OF RACEWAY PENETRATIONS A. Exterior wall surfaces above grade: Provide watertight seal around all raceways. For concrete construction above ground level, cast raceway in wall or core drill wall and hard pack with a mixture of equal parts of sand and cement. For other types of construction use method acceptable to Architect. B. Exterior surfaces below grade: Provide watertight seal around all raceways. Cast raceway into wall (or floor) or use manufactured seal assembly. Boeing Cafeteria 9 -12 16110 - 3 SECTION 16110 RACEWAYS C. Roofs: Provide flashed and hot mopped weatherproof seal, or a pitch pan filled and sealed to be weatherproof where raceway penetrates roof membrane. Provide a weatherhead on all raceway stubups penetrating roof. D. Fire rated construction: All penetrations shall be sealed to maintain fire rating of construction penetrated. Caulk around penetration with Thomas & Betts Flame -Safe Compound, 3M Fire Barrier Caulk, Nelson Electric Flameseal or Dow Corning Silicone RTV foam. Install as recommended by manufacturer. 3.10 SEALING OF RACEWAYS A. Provide watertight seal in the interior of all raceways which pass through building roof, ground floor slab or through outside walls of the building above or below grade. Seal on the end inside the building, using raceway sealing fittings manufactured for the purpose. Seal poured type fittings with a non - hardening compound manufactured for such service. B. Provide sealing fittings for all raceways entering freezers and refrigeration units. 3.11 HANGERS FOR RACEWAYS A. Raceways 1" and larger: Provide lay -in pipe hangers on 3/8" all threaded rods attached to metal ceiling inserts or to structural members. Hangers shall be provided not greater than 10' -0" on center and within 12" of each change in direction. B. Raceways Smaller than 1 ": Provide #9 ga. galvanized, soft annealed mild steel wire hangers attached to structure and hang raceways with clips manufactured for the purpose. In suspended ceiling systems, do not attach raceways to ceiling suspension systems. C. When more than two raceways will use the same routing, group together on a patented channel trapeze support system supported by 3/8" (minimum) threaded rods attached to metal ceiling inserts or structural members. 3.12 PULL CORDS A. Provide a pull cord in all raceway for communications and telephone systems. B. In other raceways, provide a nylon pull cord in those which are left empty at end of the project, greater than 25 feet in length. 3.13 PROXIMITY TO HIGH TEMPERATURE SURFACES Maintain 12" minimum clearance. 3.14 RACEWAY FILL Raceways not sized on the drawings shall be sized per NEC Table 3A. Raceways for signal and communications systems shall be sized per the shop drawings and code. Boeing Cafeteria 9 -12 16110 - 4 SECTION 16110 RACEWAYS 3.15 EXPANSION FITTINGS Raceways crossing expansion joints, building separation walls, and seismic joints shall be provided with an expansion fitting with bonding jumper. END OF SECTION 16110 Boeing Cafeteria 9 -12 16110 5 . . SECTION 16120 CONDUCTORS AND TERMINATIONS - COPPER PART 1 GENERAL 1.01 DESCRIPTION A. Provide all conductors, splices and terminations, complete. B. Refer to Section 16700 and specific sections following for limited energy wiring and cables. PART 2 PRODUCTS 2.01 CONDUCTORS A. Copper, stranded, insulated for 600V. Aluminum or copper clad aluminum conductors not permitted. B. Interior and above grade: All conductors type THWN /THHN or XHHW. All conductors to be stranded. XHHW may be utilized at contractor's option, subject to code requirements. C. Underground: Underground conductors to be completely contained in code recognized raceway and boxes, cables to be type XHHW. D. Conductors shall be brought to project in original containers bearing the Underwriters' label. E. Insulation color coding via solid colored jackets for #10 and smaller. 1. Svstem 480Y/277V A- Brown, B- Orange, C- Yellow, N -Gray, G -Green 208Y/120V A- Black, B -Red, C -Blue, N- White, G -Green 2. Conductor larger than #8 may be .taped completely encircling the conductor for at least 6 inches. 3. Isolated ground systems to be same color with yellow stripe except neutral: phase A - white with black strip, B - white with red stripe, C - white with blue stripe ground: phase A - green with 1 yellow stripe, B - green with two yellow stripes, C - green with 3 yellow stripes. 2.02 SPLICES A. Above Grade: Solderless type only. Preinsulated "twist -on" type (limited to size #10 and smaller). Bolt or compression set type with application of preformed insulated cover, heat shrinkable tubing or plastic insulated tape acceptable for all sizes. Boeing Cafeteria 9 -12 16120 -1 PART 3 INSTALLATION SECTION 16120 CONDUCTORS AND TERMINATIONS - COPPER B. Below Grade: Splices below grade shall be in handholes and shall be made watertight with epoxy resin type splicing kits similar to Scotchcast. 2.03 TERMINATIONS A. Compression set, bolted or screw type lug or direct to bolted or screw type terminal. B. Conductors #12 and smaller shall utilize ring type nylon insulated compression set terminator when termination is to a bolt or screw set type terminal block or terminal cabinet. 2.04 PLASTIC CABLE TIES Nylon or equivalent, locking type. 3.01 GENERAL Install all conductors in raceway unless shown or specifically authorized otherwise. Install all splices and terminations in enclosures as required or shown. 3.02 CONDUCTOR SIZE Number 12 AWG minimum for power and lighting circuits. 3.03 CONDUCTOR SIZES SHOWN ON DRAWINGS Copper, type THWN /THHN, unless noted. Aluminum conductors not permitted. 3.04 RACEWAY SIZES SHOWN ON DRAWINGS Raceways (when shown) are sized for copper, type THW, unless shown otherwise. Size all raceways per code unless specifically shown to be larger on the drawings. 3.05 TAPING, if used, shall be half lapped synthetic tape, 3M Super 33+ or approved equal. Special taping products to be used where required in accordance with manufacturer's recommendations. 3.06 CONDUCTORS IN PANELS AND SWITCHBOARDS Conductors in panels, switchboards and terminal cabinets shall be neatly grouped and formed in a manner to "fan" into terminals with regular spacing. Install cable braces as recommended by the switchboard manufacturer. END OF SECTION 16120 Boeing Cafeteria 9 -12 16120 -2 PART 1 GENERAL SECTION 16130 OUTLET, JUNCTION AND PULL BOXES 1.01 DESCRIPTION Provide outlet, junction and pull boxes as required to enclose devices, permit pulling conductors and for wire splices and branches. PART 2 PRODUCTS 2.01 INTERIOR WIRING A. General. Outlet and pull boxes shall be pressed steel, zinc coated with plaster ring where applicable. Large junction and pull boxes shall be fabricated sheet steel, zinc coated or baked enamel finish, with return flange and screw retained cover. B. Metal Surface Raceway: Boxes of same manufacture and to match raceway. Boxes to accommodate standard devices and device plates. C. Concrete and Masonry: Boxes for casting in concrete or mounting in masonry walls shall be specifically designed for that purpose. 2.02 EXTERIOR WIRING A. Above Grade: Outlet and junction boxes shall be cast or malleable iron or shall be cast of corrosion resistant alloy, complete with conduit hubs, compatible with raceway to which it is connected. Pull boxes shall be fabricated of heavy gauge steel and hot dipped galvanized complete with malleable iron hubs. All boxes shall be labeled for damp or wet locations as applicable. B. Below Grade: Where exposed to earth, boxes (handholes) shall be constructed of precast concrete with size, configuration, cover, grates and reinforcing as required by the particular installation. Manufacturer: Utility Vault or Renton Concrete Products. Where not exposed to earth shall comply with 2.02A above. PART 3 INSTALLATION 3.01 ANCHORING All boxes shall be firmly anchored directly or with concealed bracing to building studs or joists. Boxes must be so attached that they will not "rock" or "shift" when devices are operated. Boeing Cafeteria 9 -12 16130 -1 SECTION 16130 OUTLET, JUNCTION AND PULL BOXES 3.02 FLUSH MOUNTING A. All boxes shall have front edge (box or plaster ring) even with the finished surface of the wall or ceiling, except for those mounted above accessible ceilings or where drawings indicate surface mounting is permitted. B. Flush mounted boxes on opposite sides of a common wall shall not be mounted back -to -back. Provide 0' -6" minimum horizontal separation between closest edges of the boxes. Option: Use other sound proofing method acceptable to Architect. 3.03 ELECTRICAL OUTLETS A. General: Coordinate the work of this Section with the work of other Sections and trades. Study all drawings that form a part of this contract and confer with the various trades involved to eliminate conflicts between the work of this Section and the work of other trades. Check and verify outlet locations indicated on Architectural drawings, door swings, installation details and layouts of suspended ceilings and locations of all plumbing, heating and ventilating equipment. B. Centered on Built -In Work: In the case of doors, cabinets, recesses or similar features, or where outlets are centered between two such features, such as between a door jamb and a cabinet, make these outlet locations exact. Relocate any outlets which are located off center. C. Vertical and Horizontal Relationships: Where more than one outlet is shown or specified to be at the same elevation or one above the other, align them exactly on center lines horizontally or vertically. Relocate as directed all such outlets (including lighting, receptacle, power, signal and thermostat outlets) which are not so installed, at no additional cost to Owner. 0. Device Outlet Height: Measure from the finished floor to the center line, unless otherwise noted. Switches 4 feet, set vertically Receptacles 12 inches, set vertically or as indicated. Telephone 12 inches, set vertically or as indicated. Other As noted or as directed by Architect. E. Ceiling Location: For acoustical material locate outlet either at the corner joint or in the center of a panel, whichever is closer to the normal spacing. Locate all outlets in the same room in same panel position. Boeing Cafeteria 9 -12 16130 -2 SECTION 16130 OUTLET, JUNCTION AND PULL BOXES 3.04 LIGHTING FIXTURES In ceilings of Acoustical Material: Locate in accordance with approved ceiling layout plans and so that fixtures replace full size ceiling tiles wherever possible. 3.05 ELECTRICAL WORK IN COUNTERBACKS, MILLWORK AND CASEWORK Provide as shown and /or specified. Provide templates, where required, to other trades for drilling and cutting to insure accurate location of electrical fixtures (outlets and devices) as verified with the Architect. Provide all wiring, devices, plates and connections required by said fixtures. 3.06 CONNECTION TO EQUIPMENT For equipment furnished under this or other Divisions of the specifications, or by others; provide outlet boxes of sizes and at locations necessary to serve such equipment and provide final connections to all equipment. Outlet box required if equipment has pigtail wires for external connection, does not have space to accommodate circuit wiring or requires a wire with insulation rating different from circuit wiring used. Study equipment details to assure proper coordination. 3.07 BLANK COVERS Provide blank covers or plates over all boxes that do not contain devices or are not covered by equipment. 3.08 JUNCTION OR PULL BOXES A. Pull and junction boxes shall be installed as shown, or as necessary to facilitate pulling of wire and to limit the number of bends within code requirements. Boxes shall be permanently accessible and shall be placed only at locations approved by the Architect. B. In suspended ceiling spaces boxes shall be supported from structure independently from ceiling suspension system C. The drawings do not necessarily show every pull or junction box required. The Contractor shall add all boxes required. 3.09 ELECTRIC WATER COOLERS Conceal the electrical outlet behind the unit housing when provided for by manufacturer. Boeing Cafeteria 9 -12 16130 -3 480' Power - Dark Blue • 277V Lighting - Yellow 120/208V: Unpainted • Emergency Power - Orange Fire Alarm - Green • SECTION 16130 OUTLET, JUNCTION AND PULL BOXES 3.10 BOXES IN EARTH Provide for all wire splices and as required to pull conductors. Boxes (handholes) smaller than 3' -O" x 3' -0" shall be set in place on a 3" sand or pea gravel bed. Larger boxes shall have 6" bed. Coverplates shall be flush to, and match the slope of, the final surface grade. 3.11 COLOR CODING A. All junction boxes installed in accessible ceiling spaces and exposed in unfinished areas shall be color coded using spray paint on the box and cover as applicable in the following manner: Telephone - Black Paging Silver ADT Red (Also red painted raceway) •B. Following painting use black felt tip marker to indicate the numbers contained within. END OF SECTION 16130 Boeing. Cafeteria 9 -12 16130 -4 circuit 11 A; Il 11 11 11 II I' I. SECTION 16140 SWITCHES AND RECEPTACLES PART 1 GENERAL 1.01 DESCRIPTION Provide all wiring devices and plates complete and fully operational. PART 2 PRODUCTS 2.01 MANUFACTURE Wiring devices used shall be only those listed in the Boeing Standard. 2.02 COLOR A. Ivory material for switch handles and receptacle faces except as follows: 1. Brown in Mechanical Rooms and areas selected by Architect (verify). 2. Red for emergency circuits. 3. Other colors as noted. B. Plates shall be as specified below and as noted. 2.03 SWITCHES A. "Specification Grade ", heavy duty type, back and side wired, rated 277 volt, 20 amp. Provide single pole, double pole, keyed, 3 -way, pilot light, locking type or as required or as noted. Provide matching styles and color in other devices as required for the conditions of installation. Bryant 4901 -I, Hubbell 1221 -I, Leviton 1221 -I. B. Momentary Contact Line Voltage Switches: Single pole, double throw, wire, spring return to open. Rating same as above. C. Pilot light switches: Lighted handle when "ON ", or with separate pilot light. 2.04 RECEPTACLES Nylon face, duplex NEMA 5 -20R configuration (20 amp, 120V) unless shown otherwise. Back and side wired. Hubbell, Leviton, Bryant, Daniel Woodhead. Clock receptacle - Hubbell #5235 with color to match device plates. Ground Fault Receptacles - Hubbell #GF -5362 with color to match device plates. Boeing Cafeteria 9 -12 16140 -1 SECTION 16140 SWITCHES AND RECEPTACLES 2.05 DEVICE PLATES A. Interior: Stainless steel in kitchen areas. Stainless steel or Satin Chrome #302 elsewhere. Plates for receptacles other than 15 and 20A, 120V. shall have the plate engraved or separate nameplate with ampere rating, voltage and phase indicated. Attachment screws shall match finish of plate. Plates for surface mounted boxes shall be of pressed steel sized to fit exactly box used. Label all receptacles by means of attached letters and numbers. B. Exterior: Bell #1900 or Perfect Line WGF100 -C (horizontal mounting) for 15A and 20A duplex receptacles. Where horizontal mounting is not possible provide Perfect Line WGF100 -CV. For receptacles other than 15A and 20A provide Perfect Line WRL60 -C. 2.06 MULTIOUTLET ASSEMBLY Provide assemblies complete, including necessary fittings and hardware with circuits as indicated on drawings. Outlet spacing shall be as indicated except that a receptacle shall be located within 0' -3" of each end and no receptacles shall be installed over sinks. All assemblies shall contain ground wire. Manufacturer: Wiremold. 2.07 LOW VOLTAGE CONTROL Manufacture: General Electric, Sierra, Pass & Seymour. Relays G.E. Type RR -7 P &S Type PS -3 Switches G.E. Type RTS -5 P &S Type 1091 -1 Transformers G.E. Type RT1 and RT2 Rectifiers G.E. Type RA16 Relay Cabinet G.E. RB3, RBS or RBF as required. Plates per above with configuration per switch selected. Wire shall be copper conductor type as made for that purpose by supplier of low voltage relays and switches. PART 3 INSTALLATION( 3.01 MOUNTING Rigidly fasten (without play) each outlet box and each device to the outlet box at proper position with the wall to bring receptacle flush with plate or switch handle the proper distance through the plate. All devices and plates shall be aligned to be plumb vertically. Plates which are over tightened so corners have play are not acceptable. Boeing Cafeteria 9 -12 16140 -2 1 1 1 SECTION 16140 SWITCHES AND RECEPTACLES 3.02 ORIENTATION Set switches with handle operating vertically, up position "ON ". Set receptacles vertically . unless shown otherwise or construction requires horizontal mounting. 3.03 DEVICE PLATES Provide for each wiring device and for each telephone and signal equipment outlet. Plate shall completely cover the cutout for the device outlet box. 3.04 LOW VOLTAGE CONTROL Provide all relays, transformers, low voltage wiring and rectifiers required for low voltage switches shown. Provide diodes to isolate paralleled lighting control circuits. Transformers, low voltage wiring and rectifiers required are not shown on the drawings. 3.05 RECEPTACLE LABELING Receptacles are to be labeled with 1/4 inch high lettered labels, red color for circuits on emergency power system, green for normal system. Label is to have panel and circuit number, panel voltage, phase and frequency. END OF SECTION 16140 Boeing Cafeteria 9-12 16140 -3 SECTION 16160 MOTOR CONTROLLERS PART 1 GENERAL 1.01 DESCRIPTION A. Scope of work under this Section includes all requirements for motor controllers (starters); except motor control centers; to be provided and /or installed under this contract (for Motor Control Centers see Section 16920). Motor controls shall conform to NEMA standards for each specific purpose and be U.L. listed. B. The Contractor performing the Division 16 work shall furnish motor controllers for all motors shown unless the controllers are included with the equipment furnished under other divisions of these specifications. The contractor performing the Division 16 work shall install all motor controllers including all controllers not factory assembled into equipment furnished under other divisions of these specifications or by Owner. All motors and motor controllers shall be complete and fully operational upon completion of the project. 1.02 MOTOR VOLTAGE INFORMATION Voltages available are 208 and 480 volt three phase; or 120, 208 and 277 volt single phase. Circuits are designed (in general) for motors with voltage ratings as follows: Smaller than 1/2 HP - 115 volts, single phase. 1/2 HP and larger - 200 or 460 volts, three phase. Obtain submittals and shop drawings and verify motor sizes and voltages provided under other Divisions prior to commencing work. PART 2 PRODUCTS 2.01 MOTOR STARTERS A. Magnetic motor starters: Shall conform to or contain items called for below and unless noted otherwise, shall be full voltage non- reversing for NEMA size 3 and under. Starters larger than NEMA size 3 shall be closed transition, autotransformer or wye -delta type. No starters smaller than NEMA size 0 and no half size starters are permitted. Wye -delta type must have motor designed for this use. Contractor is responsible for coordination. Conductors and terminations shall conform with 16120. All control is to be 120 volt. Boeing Cafeteria 9 -12 16160 - 1 PART 3 INSTALLATION SECTION 16160 MOTOR CONTROLLERS B. Overload devices: Shall be melting alloy or bimetallic type. One overload shall be provided for each phase. Provisions shall be made for resetting the overload devices from outside the starter enclosure. Provide ambient compensated overload devices only when the motor is at a constant temperature and the controller is subject to a separate, varying temperature. Automatic reset overload devices are not permitted. C. Accessories: Each magnetic motor controller shall include phase loss protector, "HAND- OFF - AUTO" selector switch, 120 volt coil (unless noted otherwise), red running pilot light, green off pilot light, 100VA (minimum) control transformer (except for 115 volt motors), surge suppression kit, with fused primary and secondary, two spare auxiliary interlock contacts and all other accessories required or noted. D. Enclosures: All motor controllers shall be contained in an enclosure suitable for the environment in which the controller is mounted. Shall be NEMA 3R when exposed to weather. Other enclosures shall be per code or as noted. E. Combination motor controller: Shall be motor circuit protector type rated for 22,000 RMS A.I.C. minimum unless noted otherwise and containing all accessories as listed above. If externally powered control circuits are used, provide an auxiliary switch on the disconnect switch or protector and fuse in lieu of the control transformer. Switch or protector shall be capable of being padlocked in the off position. F. Manual Starters: Shall be toggle switch type, lockable in the "off" position, with overload relays, pilot light and enclosure per above. 2.02 MANUFACTURER Allen Bradley. No substitute. 2.03 NAMEPLATES Provide engraved phenolic nameplates per Section 16100. 2.04 FAN SHUTDOWN RELAYS Contractor shall provide relay(s) with sufficent contacts to shutdown all fans over 2000 cfm upon receipt of signal from duct detector or fire alarm system. 3.01 WIRING Wiring shall conform to applicable sections of these specifications. Provide wiring from branch circuit overcurrent device to motor controller to motor terminals, including installation of starter and all connections. Boeing Cafeteria 9 -12 16160 - 2 SECTION 16160 MOTOR CONTROLLERS Motor controllers provided under Division 16 shall be combination type. Where starters furnished under other Divisions of the specification or by Owner do not include an integral disconnect switch, a separately mounted disconnect switch shall be provided. Provide raceway and conductors as shown for remote control, or interlock connections. Coordinate other control wiring with Division 15 of the Specifications. Provide overload elements in controllers sized to match motor nameplate full load amperes. Space within controllers shall not be used as a junction box. 3.02 SUPPORTS Securely mount to equipment, wall or acceptable mounting frame suitable to withstand earthquake forces. Controllers supported only by raceways are not acceptable. 3.03 FAN SHUTDOWN WIRING Provide raceway with 2 #14 AWG conductors from each fan motor controller to the fire alarm shutdown relay(s). END OF SECTION 16160 Boeing Cafeteria 9 -12 16160 - 3 PART 1 GENERAL PART 2 PRODUCTS SECTION 16170 DISCONNECTS AND FUSED SWITCHES 1.01 DESCRIPTION Provide all disconnects, fused and unfused, required by code for equipment furnished under this and other Divisions of these specifications and by Owner. 2.01 DISCONNECTS A. Switch shall be heavy duty type, shall be quick -make, quick -break and shall be horsepower rated. Exception: Toggle switches with padlocking provisions are acceptable when applied within their rating. Switch shall have blades as required to open all ungrounded conductors and shall be single throw unless noted. Conductors and terminations shall conform with 16120. B. Enclosure shall have interlocking cover to prevent opening door or removal when switch is closed. Door interlocks shall include a defeating scheme. Shall be padlockable in the "off" position. C. Enclosure shall be suitable for the environment in which mounted. Shall be NEMA 3R when exposed to weather. Other enclosures shall be per code or as noted. 2.02 FUSED SWITCHES (OR FUSED DISCONNECTS) Shall be as above with addition of fuse space and clips to accept only Class R fuses. 2.03 MANUFACTURER General Electric, Westinghouse. No substitute. 2.04 NAMEPLATES Provide 1" high engraved phenolic nameplates per Section 16100. PART 3 INSTALLAT 01 3.01 WIRING Wiring shall conform to applicable sections of these specifications. Location of motor disconnects shall be per code. 3.02 SUPPORTS Securely mount to equipment, wall or acceptable mounting frame. Disconnects supported only by raceway are not acceptable. Boeing Cafeteria 9 -12 16170 -1 SECTION 16170 DISCONNECTS AND FUSED SWITCHES 3.03 SPLICES Wiring space within Disconnects or Fused Switches shall not be used as a junction box. END OF SECTION 16170 Boeing Cafeteria 9-12 16170 -2 i r I t PART 1 GENERAL 1.01 DESCRIPTION Provide fuses sized per code as required for systems to be complete and fully operational. PART 2 PRODUCTS 2:01 FUSES A. Current limiting, U.L. Class R rejection type or Class L unless noted otherwise. B. 600 Amp and less: Class RK1 except motor circuits Class RK5. C. Over 600 Amp: Class L. D. Manufacturer: Bussmann, Gould, Economy, Littelfuse. 2.02 SPARE FUSES Provide 10% spare fuses, but not less than three (3) of any one size and type. 2.03 SPARE FUSE CABINET Provide spare fuse cabinet sized for required spare fuses. Cabinet front and lock shall match panelboard equipment specified elsewhere in this Division. PART 3 INSTALLATION 3.01 FUSES Install in fusible devices. 3.02 SPARE FUSE CABINET Locate in main distribution room. SECTION 16180 FUSES END OF SECTION 16180 Boeing Cafeteria 9 -12 16180 1 PART 1 GENERAL 1.01 DESCRIPTION Provide automatic transfer switch complete, fully operational and fully tested. Conform with UL Standard 1008. PART 2 PRODUCTS SECTION 16260 AUTOMATIC TRANSFER SWITCHES 2.01 TYPE AND MANUFACTURER Transfer and retransfer to normal source shall be automatic. Automatic transfer switches shall be electrically operated, mechanically held and supplied with positive mechanical interlocking. The main contacts shall be on common shaft and shall be equipped with a safe manual override capability. Once initiated, contact to contact transfer time shall not exced 1 /20th of one second. UL 1008 listed meeting tables 21.1, 23.1, 23.2. Conductors and terminations shall conform with 16120. Manufacturer: Asco, Onan, Russelectric, Westinghouse. 2.02 RATING A. Shall have voltage, amperage and ampere withstand ratings as shown on the drawings. B. Transfer switches used to transfer from normal to emergency power shall be approved for emergency service, full continuous ampere rated (no derating) with make rating at 20 times and break rating at 6 times full load current rating. Provide 4 pole device for switching of neutral in addition to phase conductors. 2.03 ACCESSORIES The following accessories shall be provided as a minimum in addition to those normally required for proper operation. A. Full three phase voltage failure with adjustable drop out and pick up. Set at 85% dropout, 92% pick up. B. Signals. Two pilot lights for indicating transfer position. White - normal, yellow - emergency at transfer switch. Auxiliary contacts for remote pilot lights. C. Test switch. For simulating power failure. D. Transfer. Adjustable ride through feature of approximately 0 -10 seconds for start of engine generator and transfer on momentary loss of normal source. Set at 1 second. Includes two auxiliary contacts, 1 N.O. and 1 N.C. for use for engine start signal. Boeing Cafeteria 9 -12 16260 -1 SECTION 16260 AUTOMATIC TRANSFER SWITCHES E. Retransfer. Adjustable time delay (with emergency failure by -pass) of 0 to 30 minutes for retransfer to normal. Set at 1 minute. F. "In Phase" Relay. Sensing relay to prevent transfer between sources when sources are out of phase in excess of 30 degrees. G. Phase Reversal Relay. Sensing relay to prevent transfer to new source when phases are reversed from designed phasing. 2.04 ENCLOSURE Each transfer switch shall be enclosed in an enclosure suitable for the environment in which it is located, with front opening lockable door. Shall be front accessible only unless noted otherwise. 2.05 SHOP DRAWINGS Prepare and submit detailed shop drawings for review prior to manufacture. Include the following information: wiring diagrams, dimensions, front view and catalog information indicating complete electrical and mechanical characteristics. 2.06 NAMEPLATES Provide engraved phenolic nameplates per 16100. PART 3 INSTALLATION 3.01 MOUNTING Wall mounted or free standing assembly with housekeeping pad as noted. Bolt to wall and /or floor in a manner similar to that for switchboards and /or panelboards. Verify space available with equipment sizes and code required working clearances prior to submittal of shop drawings. 3.02 WIRING AND GROUNDING Shall conform with applicable sections of these specifications. 3.03 - -- OPERATION TEST Provide testing of transfer system coordinated with emergency power system to insure proper operation of transfer devices under actual operating conditions. 3.04 SEQUENCE Upon sensing loss of power shall transfer switch to emergency source until normal power has been restored at which time shall transfer back to normal power. Boeing Cafeteria 9 -12 16260 -2 r 3.05 OPERATION AND MAINTENANCE MANUALS Provide per. Section 16010. Manuals shall in addition contain the following information: 1. Recommended test intervals. 2. Recommended service intervals. 3. Test and service record forms showing proper intervals for tests. 4. Recommended maintenance. 5. The first page of the manual shall contain the name, address and phone number of the local representative to be called for service and parts. 3.06 INSTRUCTION The Contractor shall (after one week (minimum) written notification to Architect) conduct an instruction session during which all maintenance and operational aspects of the system will be described and demonstrated to personnel selected by the Owner. The session shall be conducted by a Contractor's representative thoroughly familiar with the characteristics of the system. 0 & M manual information regarding the system shall be turned over to the Architect prior to scheduling the instruction session. SECTION 16260 AUTOMATIC TRANSFER SWITCHES END OF SECTION 16260 Boeing Cafeteria 9-12 16260 -3 PART 1 GENERAL 1.01 DESCRIPTION Grounding systems shall be provided for service neutral power ground and for equipment grounds and bonding as required by code. PART 2 PRODUCTS 2.01 GROUNDING CONDUCTORS AND CONNECTORS Copper only, sized per code. Bare or green insulated in sizes #10 AWG or larger. Green insulated for size #12 AWG. 2.02 GROUND RODS 3/4" x 10' -0" copper clad steel. 1. Raceway system 2. Switchboard 3. Service neutral SECTION 16450 GROUNDING 2.03 GROUND BARS 1/4" x 2" x 24" copper, drilled and tapped for standard screw terminals. PART 3 INSTALLATION 3.01 GROUNDING, GENERAL Provide all grounding for electrical systems and equipment as required by codes and as specified herein. 3.02 GROUND RODS Provide as shown and /or required. Connect the grounding conductor to each rod. Building structural steel will be connected to ground rod system. 3.03 SIZE OF GROUND WIRE As required by National Electric Code. Where ground wire is exposed to physical damage protect with rigid aluminum conduit as permitted by applicable code. 3.04 GROUND CONNECTION OF WATER PIPING Metal internal piping shall be grounded, as a part of this contract. 3.05 CONNECTION TO THE POWER GROUND BUS A. Furnish and install connections in accordance with the codes; including but not limited to: Boeing Cafeteria 9 -12 16450 -1 3.08 TESTING Conform to Section 16030. SECTION 16450 GROUNDING 4. "Separately derived service" (transformer or emergency power supply) 5. Electrically operated equipment and devices. B. No device or equipment shall be connected for electrical service which has a neutral conductor connected to a grounding conductor or to the frame within the device or equipment. 3.06 METHOD OF CONNECTIONS all ground connections and ground cable splices by thermal welding or copper compression set type connectors U.L. listed for grounding purposes. Grounding lugs, where provided as standard manufacturer's items on equipment furnished, may be used. 3.07 EXPANSION FITTINGS In conduit runs requiring an expansion fitting, .. a bonding jumper shall be installed around the fitting to maintain continuous ground continuity. END OF SECTION 16450 Boeing Cafeteria 9 -12 16450-2 11 PART 1 GENERAL SECTION 16460 DRY TYPE TRANSFORMERS 1.01 DESCRIPTION Provide dry type transformers complete and fully operational. Transformers shall be UL listed and comply with NEMA Standard ST -20. PART 2 PRODUCTS 2.01 MANUFACTURE Shall be Tierney or General Electric QL with the core and coil assembly mounted on rubber vibration and sound isolation pads. All transformers shall have copper windings, no aluminum allowed. 2.02 SHOP DRAWINGS Prepare and submit for review prior to manufacture; include dimensioned front plan and section views, wiring and connection diagrams and bolting template. Contractor shall indicate mounting methods and connection lugs required on the drawings. 2.03 ENCLOSURE A. Steel panel enclosure over core, coil and terminal changer with louvered openings for convection cooling. Cooling and terminal access shall be possible with both sides and rear of enclosure obstructed. B. Provide weatherproof enclosure when located outdoors or special enclosure when required for environment in which it is located. 2.04 WINDINGS A. Separate primary and secondary copper windings. Windings shall have Class F insulation and shall be rated for continuous operation at rated KVA with temperature rise of not over 115 degrees C above a 40 degree C ambient, with a maximum hot spot temperature of 220 degrees C. Windings and core and coil assembly shall be treated and built to resist the effects of dirt and moisture. B. Core and coil shall be mounted on rubber isolation mounting pads. C. Shall contain grounded electrostatic shield where noted. D. No Y -Y transformers are to be provided. E. Minimum impedance shall be 2% for 1 -75 kVA, 3% for 76 -113 kVA and 4% for 114 -150 kVA. Boeing Cafeteria 9-12 16460 -1 SECTION 16460 DRY TYPE TRANSFORMERS B. Rubber -in -Shear isolator shall be McDougal Control Co., Model TM. C. Rubber pad spacers to be fabricated from KINETICS Model NPS and NPD pads. PART 3 INSTALLATION 3.01 MOUNTING A. Transformers shall be attached to the building structure to prevent overturning in the event of earthquake. All attachment nuts to have washer and rubber pad spacer under them. Provide rubber pad under mounting rails. Transformers shall be mounted on floor, wall or suspended from ceiling as noted or as required. Remove all shipping blocks prior to installation. Boeing Cafeteria 9-12 16460 -2 2.05 PRIMARY TAPS full capacity taps, minimum of two 2 -1/2 percent above and two 2- u 1/2 percent below nominal (rated) primary voltage. 2.06 CAPACITY Transformers shall have continuous rating not less than the size noted. 2.07 CONNECTIONS. Unless noted otherwise three phase transformers shall have a 480 volt delta connected primary and 208Y/120 volt, three phase, four wire secondary, single phase transformers shall be 480 volt, single phase, primary, 120/240 volt, single phase, three wire secondary. Provisions for external connections shall be made by means of a terminal board rt employing lugs conforming with 16120 which are compatible with the � external conductors installed. All connections shall be accessible from ;;. front and top of cabinet. 2.08 NOISE LEVEL .) Noise level shall not exceed 45 db as measured in accordance with NEMA ST20 requirements. 2.09 VIBRATION ISOLATORS A. Spring type shall be KINETICS Model FPS with rubber backed base as available from McDougal Control Co., Bellevue, WA. 1 1 11 11 II 11 SECTION 16460 DRY TYPE TRANSFORMERS B. Transformers with enclosures designed for floor mounting where suspended from ceiling shall be suspended on a trapeze constructed of a minimum of two horizontal structural channels hung from threaded rods attached to structural members or inserts in structural slab. Channel, rod and inserts shall be sized for not less than 400% load safety factor. "Nylock" locking type nuts shall be used in assembly. C. All transformers mounted directly on a wall shall be mounted with rubber -in -shear isolators sized to give 400% safety factor. 3.02 CONNECTIONS A. 208/120 volt three phase and 120/240 volt single phase secondary transformers shall be considered "grounded neutral separately derived systems" and neutral shall be grounded per code accordingly. B. Transformer raceway connections shall be flexible metal conduit as specified in Section 16110, with seperate ground conductor. C. Voltage Tap Connections: Connect all transformers at "nominal" tap. After facility is completely energized, measure secondary voltages at all transformers and service switchboard. Forward a list to Engineer and Architect for evaluation. Include copy in 0 &M Manual. Reconnect taps as subsequently directed. All costs associated with this work to be included in base bid. END OF SECTION 16460 Boeing Cafeteria 9 -12 16460 -3 PART 1 GENERAL PART 2 PRODUCTS SECTION 16470 SWITCHBOARDS 1.01 DESCRIPTION Provide dead front switchboards, U.L. listed, "fully rated" for available fault current, current limiting type, complete, fully operational and fully tested. Conform to NEMA Standard PB2, current revision. 2.01 MANUFACTURER General Electric, Industrial Electric Manufacturing Co. utilizing General Electric components. 2.02 SHOP DRAWINGS A. Prepare and submit for review prior to manufacture. Include dimensioned front, plan, and section views, bolting template, wiring diagrams, device sizings and layout, nameplates, types of washers and grade of bolts and all other information required to demonstrate conformance with contract documents. B. Submit sample of grade 5 bolt and washers utilized. 2.03 COORDINATION STUDY Manufacturer to prepare coordination study. Study to indicate switchboard components are selectively coordinated for all levels of short circuit current.. Submit setting and trip curves of all components. 2.04 SWITCHBOARD STRUCTURE A. Freestanding, steel with steel angle or channel framework; adequate strength and rigidity necessary to resist all conditions of use to which it may be subjected and to support all equipment, devices and appurtenances contained therein; front plates installed in sections so that all parts are front accessible without disturbing other parts. Removable lifting angle at the top and bottom of each shipping section. B. Shall be front access only unless noted otherwise. C. Finish: Gray, factory applied to all surfaces. 2.05 SWITCHBOARD DIMENSIONS Overall height: Maximum 92 inches (not including base channels). Length and depth: Not exceeding dimensions as scaled or noted in contract documents. Equipment exceeding dimensions noted not allowed. Base bid on equipment complying with contract documents. Boeing Cafeteria 9 -12 16470 -1 2.06 SWITCHBOARD BUSBARS A. Copper, factory fabricated; carried to terminals for connection to source noted. Brace switchboard components for symmetrical fault current shown plus asymmetrical offset (50,000 amp symmetrical bracing minimum). B. Busbar Joints and Connections: SECTION 16470 SWITCHBOARDS 1. Busbar to busbar: Lapped, silver or tin plated, low contact resistance, low temperature rise. Bolted using Grade 5 bolts, belleville and flat washers. 2. Overcurrent devices: Bolted to busbars using Grade 5 bolts, belleville and flat washers. 3. Conductor connections: Bolted to busbars using Grade 5 bolts, belleville and flat washers. C. System of Bussing: Three phase, 4 wire, full size neutral unless otherwise noted. D. Ground Bus: Full length ground bus bonded to frame conforming with U.L. 891 for minimum size except larger as required by code for grounding neutral conductor. 2.07 SWITCHBOARD COMPONENTS Include (but not be limited to) the following: A. General: 1. Breakers, amperage as shown, selectively coordinated for all levels of short circuit current. Set adjustable overcurrent devices at factory. 2. Overcurrent devices utilized shall include devices labeled "current limiting" which shall limit the available rms fault current at branch circuit panelboards to under 10,000 amps symmetrical for 120/208 volt and 14,000 amps symmetrical for 277/480 volt breakers. 3. Space for future breakers noted including complete bussing and required hardware for mounting devices. 4. Cleats for securing all conductors. Miscellaneous appurtenances as required for complete installation. 5. UL 869 and Service Entrance UL label. Boeing Cafeteria 9 -12 16470 -2 6. Surge arrestor on each phase. 2.08 NAMEPLATES A. See 16100, 2.05. B. Provide permanently attached engraved phenolic nameplates per Section 16100 for each switchboard, and every instrument, protective device and disconnect device. For each switchboard include name (3/8" letters), voltage, phase, frequency and U.L. short circuit rating (1/4" letters). For each protective device and disconnect include load (1/4" letters) and area served (1/8" letters). C. Provide one job nameplate with the following information: Project Name (3/8" lettering, all other 1/4 ") Architect Electrical Consultant (Sparling) Electrical Contractor Year of Manufacture 2.09 0 & M MANUALS Provide complete operation and maintenance manual per Section 16010, including instructions on all devices contained therein. PART 3 INSTALLATION 3.04 GROUNDING Provide per 16450. SECTION 16470 SWITCHBOARDS 3.01 MOUNTING Bolt to floor using 1/2" diameter black mild steel foundation anchor J- bolts set in structural floor slab and anchored similarly to building structure to prevent overturning in the event of earthquake. Provide "housekeeping pad" per 16100. Set floor bolts in structural floor and extend through the housekeeping pad with sufficient threads to attach the switchboard. 3.02 WIRING Conform with applicable specification sections. Conductors and terminations shall conform with 16120. Secure all conductors to switchboard structure. 3.03 Verify space available with equipment sizes and code required working clearances prior to submittal of shop drawings. Boeing Cafeteria 9 -12 16470 -3 SECTION 16470 SWITCHBOARDS 3.05 DEDICATED SPACE Locate in dedicated spaces. Coordinate work so piping, ducts, etc. are located around dedicated spaces above and in front of switchboards per code. END OF SECTION 16470 Boeing Cafeteria 9 -12 16470 -4 9R 1 1 PART 1 GENERAL 1.01 DESCRIPTION Provide all panelboard equipment, dead front type complete and fully operational. Conform with U.L. 67 and NEMA PB 1.1 current revisions. EMT 2 PRODUCTS SECTION 16471 PANELBOARDS 2.01 MANUFACTURER General Electric, or I.E.M. with General Electric interiors. 2.02 SHOP DRAWINGS A. Prepare and submit for review prior to manufacture; include front view, dimensions, device sizes and layout, list of nameplates and all other information required to demonstrate conformance with contract documents. B. Dimensions of panelboards shall not exceed those noted on or scaled from the contract documents. 2.03 PANELBOARD TYPE A. Panelboards shall be rated at proper voltage and current for intended use with bus bars of copper. Panels shall be 3 phase, 5 wire, 100 percent neutral, unless noted otherwise. Provide multiple lugs where conductors in parallel or "feed through" or double lugs are shown. B. Conductor connectors shall be bolted to busbars using Grade 5 bolts. C. Panelboards shall have a separate ground bus isolated from panelboard cabinet, where fed from electrostatically shielded transformers. D. Shall have service entrance label when utilized for service entrance equipment. 2.04 CIRCUIT BREAKERS A. The following interrupting capacity shall be considered minimum. Other ratings shall be as shown. U.L. short circuit rating shall be indicated on panelboard. 208Y/120V Panelboards 10,000 AIC symmetrical 480Y/277V Panelboards 14,000 AIC symmetrical B. Mount breakers in all panelboards as indicated on the panel schedules. Bolt on type only (GE type "THQB ", Westinghouse "BAB" in 208/120V panels). Provide internal common trip on all multiple pole breakers. For 480V Panels, branch breakers to be as follows: Boeing Cafeteria 9 -12 16471 -1 SECTION 16471 PANELBOARDS General Electric Type TED /THED /TEL (as required by short circuit duty), or Type TEY for lighting panels. C. Where shown, provide spare breakers, complete for future connection of load circuits. Where "Space" is indicated for breakers, provide all bussing and mounting hardware in the panelboard required to accept the devices. Provide steel knockouts in dead front metal closure of unused part of panel. If any steel knockouts are removed, provide breakers in such spaces or approved coverplates. Open spaces not permitted. D. Where 15 or 20 amp circuit breakers are intended for switching loads they shall be of type rated for switching duty and labeled "SWD ". 2.05 CABINET AND FRONTS A. Flush or surface, as noted. Tight closing doors without play, when latched. Where two cabinets are located adjacent to each other in finished areas, provide matching trim of the same height. Where a remote controlled switch or contactor is mounted in any panelboard, mount on same frame as panelboard interior with screw retained access door in dead front shield; common door over circuit breakers and remote controlled device. B. Where space is shown provide cabinets of sufficient dimensions to allow for future expansion and addition of devices within the panelboards. C. Provide lock for each cabinet door. All electrical distribution equipment locks to be keyed identically. D. All panelboards will be "door in door" type, with front hinged at right side in addition to hinged door over dead front. E. Finish. Provide factory prime coat for cabinets to be located in finished areas. Where cabinets are located in unfinished areas, factory standard lacquer or enamel finish, gray or blue -gray color, shall be applied over prime coat. 2.06 SYSTEM OF NUMBERING AND BUS ARRANGEMENT Shall be as noted on the Panel Schedules following the end of this Section. Boeing Cafeteria 9 -12 16471 -2 1 PART 3, INSTALLATION SECTION 16471 PANELBOARDS 2.07 NAMEPLATES Provide Boeing standard 1 -3/4" high x 5" long engraved phenolic nameplates per Section 16100 and rivet attach to each panelboard front. Nameplates shall include panel name with 3/8" letters, voltage, phase, frequency and wire (e.g., 2N1, 208Y/120, 3 phase, 4 wire, 60 Hz or 4P, 480Y/277, 3 phase, 4 wire 60 Hz) in 1/8 inch characters, and breaker number and substation or switchboard fed from (e.g., Fed from SWBD. 4BP) in 1/8 inch characters. 3.01 MOUNTING Secure in place with top of cabinet at 6' -6" above finished floor, unless otherwise required or shown. Top of cabinet and trim shall be level. Firmly anchor cabinets directly or with concealed bracing to building structure. When panels are not located in or directly on a wall, provide a support frame of formed steel channel which is anchored to the floor and ceiling structure. Interiors shall not be installed until structure is totally enclosed. 3.02 WIRING Shall conform to applicable sections of these specifications and NEMA PB 1.1. Conductors and terminations shall conform with 16120. 3.03 CIRCUIT INDEX AND LABELS Provide a typed circuit index with odd circuits on left and even circuits on right, listing each circuit in the panelboard by number with its proper complete load designation, (i.e. Receptacle room �.,, lights room _, etc.). Room numbers or other designations shall reflect actual identification of the room as assigned by the Architect at completion of the contract (assigned room numbers may differ from drawings). Mount with a transparent protective cover inside cabinet door. Provide number labels on circuit breakers to match the index. 3.04 WORK CLEARANCE Verify space available with equipment sizes and code required working clearances prior to submittal of shop drawings. 3.05 GROUNDING Provide per 16450. 3.06 CABINET PAINTING Cabinets furnished as prime painted shall be field painted to match color of adjacent wall. (See Division - Painting). Boeing Cafeteria 9 -12 16471 -3 -SECTION 16471 PANELBOARDS 3.07 FEED THROUGH AND DOUBLE LUGS Provide feeder with amperage equal to the to all panels fed vi,a,feed through or double lugs, unless shown as larger. 3'.08 DEDICATED:SPACE Locate in dedicated spaces. Coordinate work so piping, ducts, etc. are located around dedicated spaces above and in front of switchboards per code. END OF SECTION 16471 Boeing Cafeteria 9. -12 16471 -4 11 11 C1R FRAMES & AMPS WIRE SIZE LOAD A t C LOCATION 1a 3P 3 (AA/,r µera - T u N 1 14.. !.0 H,e ftr„ 36 /.0 Sc _ I e 7. 'R ' s3 t�a�T:+�' u N � 'r" A.0.4 CT - z.0 11 ‘ _ ■ 7 1 11e M 131 In2111PMIIMMI 166 IIIIIPi_ 1111111111111111 17e 11a plip 3 'ii-r, F_+• PR I✓Za • / 3111 ,9 7,e ZSI 11 7 '17.. EP FZ� I. VII 1.3 2k �51111 • 31a IMIIIIIIIIIPM PIM T ztrz, - -1P=IllrMnIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MI .1 Ill Xe 37a 7BI7.- t= FEZ FZE sr 41e 2a - 3 mts ea, P WAJm7 AHRGZA .37 rtol 4b •3y . k 15 . 37 all 3P 3'".!g ma4eENP 4NIT APYR i=Z.Q •70 Rase' iI .7a � 12. /5 ,70 14a 3P � ' ' I •c. »i4' � n) s r A 0 C) z. a . 90 1w •96 1k /S• . 7a 2la p / 3 "I''IZ. M4IcauP a,v► , }1a.r C7 .447 221! • 47 • 47 sr - 3 u. 7.... ' ; - .,..., ) !N6 IIII41111111111 se / / c 346 se Illia 46 . 42e lbw of TOTAL 14. 14' 8 14•. 71‘. =3747 01016. 110112 i 1 1 PANEL y2• ELECTRICAL PANEL SCHEDULE BLDG DATE LOCATION TYPE L A ¢9ay /Z77 v 3 ieb i 4w FEEDERS MAIN BKR. —' FROM RATING 2 .2, o REFERENCE DWG. N0. REVISION ENGINEER REVISED CKT. DATE REVISED JOB NO. PANEL 82. BLDG 9-Iz TYPE 4eor /vii V. V2 . 4W' MAIN BKR. — RATING zz,400 tzC. REFERENCE DWG. NO. REVISION ENGINEER ELECTRICAL PANEL SCHEDULE DATE LOCATION FEEDERS FROM REVISED CKT. DATE REVISED JOB NO. CIR FRAMES i AMPS WIRE RE SIZE LOAD A a C LOCATION 1. P 3' : RCU 'r0 P T - A, G a S, - 1. 1 -7,I 124.0 1c 3b 5e I 40 1. I 71 P - R.0 . TO - uK.,+ p-GRG QC... 0.1 1'21'_0 116 10 , 11e Coo 1O, 1 13. 3.P 7 124 c 110b 3 G BOO STER t+ • L _poll. (t 11.D iz•o 17e Go 13a 3 P 1 tz, O 216 ( iz.o 23e GO 3 23 ... 11 •-..L .L 04414 / 1'L. o 2 1,C, 2711 R JO C r .r:i,C ..air �, + ¢ . O 21e /` 20 l 4.0 • 31• 336 34e 37' Nib 41e 2a 3P /x'11- r»Ar.tr4P wit?) T ARRe+ZE' .3 7 RCOF 4b . 17 1k I S .37 k ar 3 11 1 44 B. $1171 pc. 1 c 3 Pg. 3. e L47 g J31••• 1114 3.13 12. 20 3. 14 146 - 3 ►z GF RD2 F . 7 1k , 7 2Ik 22! I<8a 2116 3k 346 3k 34s al...• .1 TATA I .. •TM A... -.O@ 0 Ia.. PANEL 82. BLDG 9-Iz TYPE 4eor /vii V. V2 . 4W' MAIN BKR. — RATING zz,400 tzC. REFERENCE DWG. NO. REVISION ENGINEER ELECTRICAL PANEL SCHEDULE DATE LOCATION FEEDERS FROM REVISED CKT. DATE REVISED JOB NO. CIR FRAMES AMPS WIRE SIZE LOAD A 1 C LOCATION 5e 7, lb lle ~ 13. 17e 1!. 21h 23e 2S. 21ie 31s 36e 37e 41. rrr Zs zc tz L _ - rrr lie la rrr ...... lib ..�.�.. 12s 1 lie 26. N. aNe 322 34s Me Sot 0 TOTAL x•45747 ORIG. N2 PANEL 2 .3 ELECTRICAL PANEL SCHEDULE SLOG DATE LOCATION TYPE Z25A 4.84Y/7.17 e 30) 4M/ FEEDERS MAIN SKR. — FROM RATING Z G A3- REFERENCE DWG. NO. REVISED CKT REVISION DATE REVISED ENGINEER JOB NO. • C R FRAMES & AMPS WIRE SIZE LOAD A 1 C LOCATION 11 -2 in 7 IA C 5 T4/t. 0 (A/3 3b o it. ra 0 r - ag ri EYE' S VW./ C? iFr .$3.41- Sc 7.4:31 et 0 174 - L. 7a .AP es. bt.io WI 0 11c AP 4. .• 13a ,,,,..--"" Zo 16h BP S' * /0 17c lb 21b MIIIIIIIIM 5 m i 0 111M1=11EMIENIIMerrni 23s IIP 25a co Ph 1111.7111111MMEM 2k 2 o 3' • 31 a zr. z -; 33b -411111111 Xs NV' /do 271 - ' na 41c 111111Milli P I, 7, 5- 20 3)z. p i 4b 20 3 It* 12. rv1tc-tiatAdr*v1:7 RIO& k k 1 lb 20 nallIMIIIMNIM - al'Ii.. vis eset2 c..0tirrFla I- sv., A , 9 D -. OSP - ..: a 9 WI 1 2c 141. Ao .3 11. ) 1.. TT400. c.d., 1., er-rr a 4, (411.2. 14A 3P S' Tie G DISHwers•14.c72„. r p. .1 mj I k 21Ic .6 Z t b 3P S C o D1.401 1 TM- (PlIV) ak 211. To 2114 3 P 5 li or 5 Pc4ETZ_ (4114,) ac 222 zo . ". 0 /S P OS &Pt, 4. ( p,- )1 & \ 3 /1 ' I 't 1-4W-r ( a r4.4 ) 3114 2 a 9 *It 50 ltdit" Pt 4 Y44 "Airy) • _ 7...1, 73 ." 1 1- iLemerorr ....... - ?frr•I - — — PANEL •LDG 12.- TYPE MAIN BKR. AN. RATING wrr4 'Paw - notkot Lt.A4.5 REFERENCE DWG. NO. REVISION ENGINEER ELECTRICAL PANEL SCHEDULE DATE LOCATION FEEDERS FROM REVISED etCT. DATE REVISED JOB NO. • CIR FRAMES A AMPS WIRE SIZE LOAD A 1 C LOCATION 1. / s" EF/ale . 3 u 15' EFI 8 3 c. Se lg. EP/ A 7.A _� 7 lb 11e 13. �■� Iii _ 17e 1!. 21b zie ��■ zs. 21 ■� • 31. x» 31. 37. .; P /" PA El„ F; 2. 41e 1CO L 2 P Avg. p,G V 7 $ p+ .1 833/4 4- #-1 $ 3 rS b G ottriv 4 war►1 WA/ Ml 2.O A D • Gs o 0. 12e 14 ■ 1116 11. 2,. o >� ..... 31. .. Nowt d TOTAL Y.2M17 011ie IL/ M2 1 1 1 PANEL a TYPE zo8Y/i7-ov, 3 6, ¢W MAIN SKR. RATING /o aao �aa� REFERENCE DWG. NO. REVISION ENGINEER ELECTRICAL PANEL SCHEDULE BLDG 9 DATE LOCATION FEEDERS FROM REVISED CKT. DATE REVISED JOB NO. • CIR FRAMES & AMPS WIRE SIZE LOAD A 1 C - LOCATION 1. -7.0 •I 11. P.E2.41 T. .11. Se 1.0 1 11. WA "M'It. wsfk. W4- . 1 71 is______ 32tiz FAA) SPI6f1, MI 2 0 1 '' I r?-&F zEms-Frr . 1 /4 11c 13s 116 17e 1114 21to 25. 276 25. • 31. 216 31pc Vs 3116 41. 16 Se 1116 12 14. 1116 11. Ns Xs 216 25. lb lab 311c MI Ile -- __ PANEL TYPE 1.23" ) z8/1 MAIN BKR. — RATING /0 oeo BLDG c REFERENCE DWG. NO. REVISION ENGINEER ELECTRICAL PANEL SCHEDULE DATE LOCATION FEEDERS FROM REVISED CKT. DATE REVISED JOB NO. • MR FRAMES i AMPS WIRE 312E LOAD A B C LOCATION 1a .ZO 311 1 1 .* LOP .KIA) 60e‘.412, caIL I /A3 31a .'2 l' 3x12 wr44..rcia C.c.*,LE . •al.•P (A3 SC / Z a 72 4 ' w *1,14110 =a.41 (A 9 lb 11 c 13. _ re- ii... Wv11.41 n.) . - �4 1L r A3) Mb 3"It wai.v., ../ a.rt.k•L"titl1e- LT - (AZ � 17. - /1111 3 z. w : I. a corn - 14 z. A �■ 'ga NM= 23e 3.O 3 U. z 2=017 , 23. ZO 'i'i It It.1t.4 -1. a 1 I..•E . c1.ec.14 ( A S) - V% 20 4 II ' 1Z 11 tie •p 4 IS DISPOS AL hbTO R . 31. 336 2 31. .,0 3 IZ WIS44S«>!L ca,V .d L. Pow ER. 37. 5 PA 4 31b II 41. 11 • 2a 30 3 * 10 F GI+OPPER. ()4I4.) 411 AO 4 10 R. - IN R= I . A/.. It ,QV q IO R.44.L F aer >: R19) A c) 3K-IZ S C.I(- R � AZ-nl 11 i %LIL F00D WIIXVR • 1.4. 12. AO 3 StindE Ptmn9 • 1.7 14. -1103111 - o IllrarariM11111111rIMIIMM �� 1k il Zia a0 7 +ll-I2 otSPasEV_ co vi1.O L Pw1l.. ( A 0 ',S PA R 34a 0.0 II Ilk RP ¢' 0 7.4.,E- 1M ft.A I WE (24 54q Zd , 3!e PP 4. a1O I+e Roes Wau. (45 32s .) 1Sb , 30 3111e 1 7 O 3 a ' I '_- C A.R. t 4..nrir4 12, () 3111 2.0 3' I2 >z_ ..4 1 ba ?. 0 3 I'L c ,cis 4i. marry em12.-rton) A 9 9 � •- 4!c -. D 'S I- I'L. Cris u rzhrA a t64'PT' /4 /o't.) Erg d TOTAL x.23747 ORM, S/S2 1 1 1 1 PANEL F TYPE 2oerJIZsv 3c 4H1, F FEEDERS MAIN BKR. 2a5° A FROM RATING /0,4:41 - w r r$ F -114R-LA- i. u 6r5 REFERENCE DWG. NO. REVISION ENGINEER ELECTRICAL PANEL SCHEDULE SLOG 9 -12 DATE 9/9c LOCATION REVISED CKT. DATE REVISED JOB NO. CIR FRAMES i MAPS WIRE SIZE • LOAD A E C LOC11T10B1 ll .20 3 REPRIG. PR•c_P T7113LE ( S4 2b ,2 0 1' I to ms P. t-7.er -r rig 4.7' Sc _ • 11 .17. 1.1.11 c.v.', w • - • Lt. 7. .1U lull.. 1 it it 20 3 " 'IT a.tf.-fitr 11e AO ii 13. A A '3 It I'O t+e74 - t m 91 S Pt. A Y %A 59 , lib :2 3 Rar -.t a N w ='aTvD oil 1" r 17e .20 spAac 11117 20 3 I1.. .DE siaru D. C, 44S /4931 211. 7.4 3'iI•U ( sa,vo. pa s7 n .w-S- /4.9 23. 24 9l +sf 'L i. •i AI". 21. 7.0 3 n -I't•• sou P 6..J+42in 4 '4 95' 27b 20 V FRu,r 4.•rppp,NG aeFa,16 /4921 2Se 2o 3 I'L. 1n1t.Row,aya 4101) • 31• zo 3 Iz a 6.041o1) 33b ZO 3 tl PoP.a & s472.v. A891 31k /.0 3 It- ztsa 17141 Al04, 37e S P P. c. E. X 1I 41e II 217 3P 5 ► Z 14 ay Zero ID wet.t_ rs165) As h A 0. 4o 3 - ct Co !IS g..42 3AR- (d lab 20 3' 1 I3a1 L.-r• 1/v R6Fr i4 (S13) , ---�- 12e .2 0 S Paa.'S' Idh .2 0 3u IL gee -aPT• 4v anwC - s67a>, A72 17ab 0 1 11- NOT d Co (- CH e.. 01St* l o6 lic .2 3 ae>c1ae ctrr+v ( P7Z , as - c 2 - p 3 •� 30 31. 20 3 7..c..z. •recta (!,a ui /VA C A 7G 20 7 TeIL )UIC.E' CISPIriveEf2 (A 2 0 3 ' I l i /. Fault .I H I e,a o I sP . Alf► 311e z 3 /O 9av A .....L4 m Alttr- A '79. na Z. 0 3'p'IZL Rz1z¢IG. OIS pc. A / (AA z i1b 2 p 4 ►o TV..Aluo n, EMU. ),11uo1 0.497 >c �o Mkt S P A, c..G 4N srA c. 42c II f. - r Tf tI I .. ------ _ ___ PANEL FQ. 1 TYPE zc9r '/l �� 4-'I MAIN BKR. — RATING REFERENCE DWG. NO. REVISION ENGINEER ELECTRICAL PANEL SCHEDULE ILDG 9 DATE LOCATION FEEDERS FROM REVISED CKT. DATE REVISED JOB NO. • CIR FRAMES i MAPS DIRE SIZE LOAD A 0 C LOCATION 10 a 0 3 % ' 4 'Z. S/ s (A • 3" .1 3b Se ._ r 2 0 a 12. 'th 1 •t. Tap, �k ��1 A 1 4 N Y I t.T t 4.) 6 1=IZ.V PAN) • ) :2S ,1 4 70 2 a '3 42 14. / e'¢nlury G71 t / v a/V 13A ! / A 'Rd. , a !b ao —3's -11L 1 = 1'1. rt t, .4. ` if 11 " T ' 3 n g•t, , S 1.. 11e ;Ito 130 20 3"-I1... rr tt ''37.4 11 ,6z 11% . 0 '"- z -r . 171 A 3 rt. Qresp, .'vt-N 451? , 1110 a s 7 it- 37 1 II ( 448 ,84• 211, 23e 2S0 27b 23c • 310 33b 3ie 371 316 411 2a go 3 F1Z.YMR Ft1.. - reR (A4z /, 13 Mt ,Ao 3 lz.• uo Dalt coIAArerft F3 1. /441 . Fj k a o 7 U.11.. 'goo 0 w4tz», WM. (o 44. .75' la a s 4 tI'1•t.. EtQNtPmIsnv - T' S ..u9 C,4 .S7 111b ;0 G. rat otn.E earur act. Pvuit. 4.e . ol 12e a0 ,,3'u-1z..., 3 R IZ 91 pAstA toa4.er. t 7rc7e•7 . a 1 14. 4_ t o "To A- rple, C 4a \ .1 Z. I 111b a; o lie _ 3 a• 2ett. n) ,-. C - — . 44.9 1. o 2I. 3h Z12 > 3k WM Mb Iwo d TOTAL ez 4• 4.4 3, 8 x.23747 Oita. 012 1 1 1 1 1 1 PANEL _ F a,a BLDG 9 —17_ TYPE z oBY/ 1,.o ✓ 3 Chi 41ti/ MAIN RATING /o, 0 a r4 -c REFERENCE DWG. NO. REVISION ENGINEER ELECTRICAL PANEL SCHEDULE DATE LOCATION FEEDERS FROM REVISED CXT. . DATE REVISED JOS NO. C I R FRAMES & AMPS VA R E SIZE LOAD A L OCATION 1a 0 et. 1, N4.131241 (...r 11 i 1 1, Cs Z>C7* CIGr t 71 Vi 11e 13. 166 17e 11. 2111 23e So 27b 260 • 31. 336 37a 3116 41e 2. 3 P az 1 0 Ra ct— )4,32. v I 4ta k 2c 111b 12e 14a 116 1k lia 2211 ala 3lbs 221 31k 1116 es,...... _a morrow. 6 . PANEL MAIN SKR. Isa.P. 1->ct52. TYPE 486 3' 44./ RATING REFERENCE DWG. NO. REVISION ENGINEER ELECTRICAL PANEL SCHEDULE BLDG / DATE LOCATION FEEDERS FROM REVISED CKT. DATE REVISED JOB NO. • CIR FRAMES i AMPS 1NIFiE SIZE LOAD A Q C LOCATION le — �O 3'11. Cvu 6NcweR FItR GLNTRa. 3yrrem.,3 (1.) -2- aA 12 ¥4b'D Ca,urtiat. D .. Ply - S• (7. \ .� 5e z 0 1 Z z K ' 3 " u. _ P . fl•,b,pi..IZ gm . 1 >f 71 ti a __ . tb I. 0 1 ) - re1Hi'. tenv'rrte L , 2. 11. 13. Mb 17e H. 21h 23e 2S. 27b 2k Mb Ilk 37. 31b 41e L 20 3 FAGP . 1 41 a0 3 t• F Fa. 4. P • 1 • k VC) 7Jti A b I' . I It 1.0 7 N il.. T'rE • 34, lib 12e 14. lib 1k 211. 220 2Sb 2k Y2a 340 I Slat to TOTAL x.33747 ORIG. GAM PANEL 1 1 1 1 1 1 xea BLDG - 11 - TYPE zc Y/I z0 v 325 4W MAIN SKR.. Get RATING ) ., o 0o Ay c. REFERENCE DWG. NO. REVISION ENGINEER — ELECTRICAL PANEL SCHEDULE DATE LOCATION FEEDERS FROM REVISED CKT. DATE REVISED JOB NO. PART 1 GENERAL PART 2 PRODUCTS SECTION 16500 LIGHTING 1.01 DESCRIPTION Provide the lighting system complete and fully operational. Conform with code and U.L. listing requirements. 1.02 FIXTURE SCHEDULE NUMBERS Are a design series reference (not a catalog number) and do not necessarily represent the number, size, voltage, wattage, type of lamp, ballast, finish trim, ceiling type, mounting hardware or special requirements as specified hereinafter or as required by the particular installation(s). Contractor shall verify these requirements and order fixtures as required to give a complete and fully operational installation per the contract documents and per code. Size of the fixture provided shall correspond with the number of lamps, wattage and /or size shown on the drawings. 1.03 FIXTURE VOLTAGE Fixture voltage to match voltage of circuit serving the fixture. 1.04 SUBMITTALS Shall be neatly and clearly marked to indicate fixtures and ballasts fully comply with contract documents. 2.01 METAL PARTS AND HOUSING A. Interior Fixtures: U.L. listed, steel or aluminum with 300 degrees F., baked enamel finish, brushed aluminum with baked acrylic clear lacquer finish, or stainless steel with a brushed finish, manufacturer's standard color unless specified otherwise. B. Exterior Fixtures: Shall be U.L. listed for wet or damp locations as required. Constructed of corrosion resisting metal, (non- ferrous, aluminum or stainless - steel) and in all cases suitable for outdoor service without tarnishing or other damage due to exposure and be gasketed for bug tight operation. C. Recessed Type: Shall have housing containing an integral thermal device per NEC 410 -65c. 2.02 LIGHT TRANSMITTING COMPONENTS Unless shown otherwise, all lighting fixtures shall conform to the following: Boeing Cafeteria 9-12 16500 -1 SECTION 16500 LIGHTING A. Where the fluorescent fixture requires an acrylic prismatic diffuser, the lens shall be virgin acrylic not less than 0.125 inches overall. B. Diffusers whether acrylic prismatic, lens, louver, or metal shall be contained in a steel or aluminum frame which is hinged and which remains attached to the fixture when door is in open position. C. Incandescent and H.I.D. fixtures shall be as shown. 2.03 SPECIAL PARTS Adapters, Plates, Brackets and Anchors: Provide where required by construction features of the building to suitably mount lighting fixtures. All such appurtenances and mounting methods shall be reviewed by the Architect prior to fabrication and installation. Provide end plates for all individually hung fluorescent fixtures and for row ends of continuous rows of fixtures. 2.04 CANOPY Provide for each fixture or hanger except where fixture conceals the outlet box directly without a canopy. 2.05 LAMPS A. Manufacture: General Electric, Sylvania, Osram, Philips, Venture. B. Provide for each fixture in the exact number and type for which the fixture is designed or as noted. C. Fluorescent Type: Bi -pin, T -12 rapid start, 34 watt tri- phosphor 3500 degree K (GE SP Series or equivalent). D. Incandescent Type: Inside frosted, 125V, filament lamps rated for 2500 hours of life (extended service type). E. High Intensity Discharge Type — 'Metallic Vapor - described in fixture schedule. . High Pressure Sodium - 24,000 hours life minimum, clear. Mercury Vapor - 24,000 hours life minimum. 3300 degree K warm tone Sylvania. F. Reflector Incandescent Type: 125V, filament lamps rated for 2000 hours of life. G. Compact Fluorescent: Osram " Dulux" and "Double Dulux" 3500 degree K. Boeing Cafeteria 9 -12 16500 -2 1 1 1 1 1 1 1 1 1 SECTION 16500 LIGHTING 2.06 SOCKETS A. Incandescent - Porcelain, medium base except where mogul base lamps are standard for the fixture specified. B. Fluorescent - Suitable for lamp type employed. C. H.I.D. - Porcelain, mogul base. 2.07 BALLASTS AND WHIPS - FLUORESCENT FIXTURES A. Standard application for all fluorescent fixtures: 1. Suitable for lamp type employed. 2. UL and CBM (where applicable) labels, non -PCB. 3. Valmont OPTI- MISER. 4. Class P, high power factor type including compact fluorescent fixture types. 5. "A" sound rating for 430 ma. 6. Provide in line fusing for all ballasted fixtures. 7. On three and four lamp fixtures, wire ballasts so one ballast serves inner lamp(s) and one serves outer as indicated on the drawings. 8. Provide 6' -0 ", 3 -wire flexible conduit connections (whips) for dual level switching for fixtures recessed in accessible suspended ceilings. B. Low temperature and /or outdoor application. Provide ballasts suitable for low temperature where fixture is located outdoors, in freezer or - -refrigerator or-other— location —where space ambient is expected to be below 50 degrees F. 2.08 BALLAST - HIGH INTENSITY DISCHARGE General Electric, Jefferson, Sola, Westinghouse, Sylvania, Widelite, Universal. Auto transformer HPF type (minimum power factor.90 %), non - PCB. Provide "low noise" or "extra quiet" type ballasts for each luminaire. Boeing Cafeteria 9 -12 16500 -3 SECTION 16500 LIGHTING 2.09 HANGERS FOR PENDANT FIXTURES ` Rigid raceway type, with not less than 5- thread engagement at each end, consisting of iron pipe, with brass or aluminum tubing casing, or painted tubing not less than 0.040 inches thick. Provide swivel- ball il aligners for all sloped ceiling applications. . „t 2.10 EXIT SIGNS A. Unless shown otherwise shall comply with the requirements of the Uniform Building Codes, be Universal mounting, universal arrows, green letters with single or double face as required. See "Fixture Schedule ". B. Fronts: Cutout stencils made of minimum #20 gauge sheet steel or sheet L aluminum with green glass or plastic back of the cutout; mount fronts either on concealed hinges or pull -out type with chain catch. Removable cutout arrows shall indicate direction of travel. PART 3 INSTALLATION 3.01 LIGHTING FIXTURES, GENERAL A. Mounting height from finished floor to bottom of pendant fixture or center of outlet box for wall fixture as shown on the drawings or verified with Architect. Verify mounting provisions and other requirements prior to order of fixtures and provide as required. Fixtures shall be UL listed for the application and location in which they are installed. B. In accessible suspended ceilings, fixture wiring connection shall be through use of 72" flexible conduit (flexible tubing not permitted) from a rigidly supported junction box. C. All finishes shall be unmarred upon completion of the project. All damaged finishes shall be repaired or replaced. 3.02 DIFFUSERS AND ENCLOSURES - -Install lighting fixture after construction work, painting and clean up are completed. Remove all dirty lamps, reflectors and diffusers; clean and reinstall. 3.03 ADJUSTMENT OF FIXTURES , l Make all final spotlight and adjustable light settings under the direction of the Architect during a scheduled period of time prior to the completion of the project. 3.04 SUPPORT OF INCANDESCENT FIXTURES A. Surface or pendant type: Attach to heavy formed steel straps attached to the outlet box by means of threaded stems with locknuts, or directly to the outlet box where the fixture is specifically so designed. Boeing Cafeteria 9 -12 16500 -4 1 SECTION 16500 LIGHTING B. Recessed Type: Mount in frames suitable for the ceiling, with the recessed portion of the fixture securely supported from the ceiling framing. Bottom of fixture to be flush with adjacent ceiling. Trim ring shall totally conceal ceiling opening. 3.05 SUPPORT OF FLUORESCENT FIXTURES A. Recessed type: For fixtures supported by the ceiling suspension system, provide four integral tabs (one each corner) which rotate into position and lock on ceiling tees after fixture is lifted into the ceiling cavity or provide four clips Caddy #515, one each corner. In addition, provide for each fixture two #9 wires secured (at diagonally opposite fixture corners) to structural members above suspended ceiling. B. Surface and pendant mounted type: 1. Where mounted on accessible ceilings, hang from structural members by means of hanger rods through ceiling or as approved. 2. Continuous Runs of Fixtures: Straight when sighting from end to end, regardless of irregularities in the ceiling. Where fixtures are so installed, omit ornamental ends between sections. 3.06 SUPPORT OF HIGH INTENSITY DISCHARGE LAMPED FIXTURES As specified for incandescent fixtures, except where special provisions are required for ballast arrangements; provide access to ballasts in all cases. Provide one (two for units larger than 250 watts or 2' x 2' in dimension) earthquake wire(s) as noted above for each fixture when fixture is supported by the ceiling suspension system. 3.07 CEILING FIXTURE SUPPORT Where ceiling is of insufficient strength to support weight of lighting fixture(s) installed, provide additional framing to support as required. 3.08 SWITCHING FLUORESCENT FIXTURES Provide two level switching (as indicated on the drawings) of three and - . - four lamp fluorescent fixtures the center lamp(s) are on one switch and the outer lamps are on another. Required switchlegs in fixture flex connection "whips" are not shown on the drawings. END OF SECTION 16500 Boeing Cafeteria 9 -12 16500 -5 PART 1 GENERAL SECTION 16700 COMMUNICATIONS 1.01 DESCRIPTION Provide complete and fully operational signal and communication systems. Conductor size and type shall be as required to suit the system involved and shall conform with code and AHJ requirements. 1.02 TO QUALIFY AS AN ACCEPTABLE SUPPLIER AND /OR SUBCONTRACTOR For Sections 16701 through 16799 shall fulfill the following requirements: A. Have the ability to provide the systems indicated in the contract documents from the criteria contained in the specification and the information shown on the drawings. B. Provide AHJ approved shop drawings which show complete system plan views indicating equipment layout, device layout, raceway routing and sizing, point -to -point wiring, termination and connection diagrams and wire numbers for all conductors and connections. C. Prior to bid determine the complete system components required to conform with local code and AHJ requirements. Include the cost of all components to all contractors in bid price. D. To have been in the business of installing and maintaining the specific type of system equipment under the present firm name for at least five years. E. To have been distributing and /or installing the specific brand and model line of system equipment for at least three years prior to the date on the contract documents. F. To have the capability of dispatching a maintenance or repair truck with a qualified repairman to the job site within four (4) hours of a request for service on the equipment. 1.03 CONTRACT DRAWINGS The contract drawings indicate the general nature of the components required, but do not necessarily show all components required. The drawings are intended to aid the contractor and /or subcontractor and /or supplier in providing the complete systems required. Raceways, routing and wiring are not shown on the drawings. Contractor shall provide per system requirements and shop drawings. Boeing Cafeteria 9 -12 16700 - 1 SECTION 16700 COMMUNICATIONS PART 2 PRODUCTS 2.01 GENERAL See individual Sections 16701 through 16799. 2.02 WIRING Provide as specified hereinbefore, except conductor size and type shall be as required to suit the system involved and shall conform with code and AHJ requirements. PART 3 INSTALLATION 3.01 SYSTEM SUPPLIER AND /OR SUBCONTRACTOR REQUIREMENTS A. Determine the complete system raceway, wiring and outlet box requirements. B. Provide and /or supervise all wiring, wire terminations and connections. C. Provide and /or supervise all equipment installation. D. Perform and /or supervise all testing during and after installation. E. Certify in writing to the Architect (copy to Engineer) at completion stating that system has been inspected, tested and is complete and fully operational in accordance with contract documents. F. Instruct and /or assist the Contractor in instructing the Owner's personnel in the operation and maintenance of the system. 3.02 WIRING Provide all wiring complete per system requirements, including 10% spare conductors not less than two (2). Install all conductors in raceway, unless noted otherwise. Color code all junction boxes. Provide numbered wire markers on each terminal end of all wires, in accordance with shop drawings using permanent pressure sensitive or sleeve type markers. 3.03 0 & M MANUAL A. Provide all information as required per Section 16010. B. Include record drawings, letter of certification and test results. 3.04 INSTRUCTION Provide as required per Section 16010, and applicable specification sections. Boeing Cafeteria 9 -12 16700 - 2 SECTION 16700 COMMUNICATIONS 3.05 RECORD DRAWINGS Provide per 16010. Record drawings shall clearly indicate: 1. Actual routing of all raceways, and location of all junction boxes. 2. Actual cable type, numbers and routing. 3. Actual system wiring diagrams, connection diagrams and interface of all components in the system. END OF SECTION 16700. Boeing Cafeteria 9 -12 16700 3 PART 1 GENERAL 1.01 DESCRIPTION Design and provide a complete and fully operational zoned, non- coded, annunciated fire detection and alarm system which fully complies with the local fire code currently enforced at the project location. If any conflict occurs between government adopted code rules and these contract documents, the codes are to govern. 1.02 APPLICABLE PUBLICATIONS Provide the system in compliance with the following: A. NFPA Codes, Standards and Manuals (latest issue enforced) 72A - Local Protective Signaling Systems 72C = Remote Station Signaling for Fire Alarm and Supervisory Service 72E - Automatic Fire Detectors 90A - Air Conditioning & Ventilating Systems (specifically, Chapter 4 "Controls ") 72G - Notification Appliances for Protective Signaling Systems 72H - Testing Procedures for Protective Signaling Systems B. Other Codes and Standards SECTION 16721 FIRE ALARM SYSTEM WAC (Washington Administrative Code) 296 -46 Local fire code, building code, mechanical code, electrical code, rules and interpretations required by the Authority Having Jurisdiction. 1.03 ADDITIONAL REQUIREMENTS A. Fire Alarm System Supplier and /or Subcontractor Requirements: 1. Comply with the requirements of Section 16700. 2. Obtain a full set of contract documents from owner or a plan center prior to bid. 3. Obtain system certification. Certification to be provided at project completion and again after the one year warranty period. 4. Have the ability to provide the systems indicated in the contract documents form the criteria contained in the specification and the information shown on the drawings. Boeing Cafeteria 9 -12. 16721 -1 SECTION 16721 FIRE ALARM SYSTEM 5. Provide AHJ approved shop drawing showing complete system plan views indicating equipment layout, device layout, raceway routing and sizing, point -to -point wiring, termination and connection diagrams and wire numbers for all conductors and connections. 6. Prior to bid determine the complete system components required to conform with local code and AHJ requirements. Include the cost of all components to all contractors in bid price. 7. To have been in the business of installing and maintaining fire alarm system equipment under the present firm name for at least five years. 8. To have been distributing and /or installing the specific brand and model line of fire alarm system equipment for at least three years prior to the date on the contract documents. 9. To have the capability of dispatching a maintenance or repair truck with a qualified repairmen to the job site within four (4) hours of a request for service on the equipment. B. Contractor Requirements: 1. Submit shop drawings to the "Authority Having Jurisdiction" (AHJ) as defined in NFPA 72A. The AHJ for this project is the local Fire Marshal having jurisdiction. One copy of the above shop drawings with this approval evidenced shall be included with the submittal required by Section 16100. 2. In addition, the contractor shall schedule periodic inspections by the AHJ during the course of the installation and shall make any minor corrections, deletions, relocations or additions to the system as required for acceptance of the completed system by the AHJ. AHJ requirements are considered as using devices, wiring and system operation as herein specified. 1.04 CONTRACT DOCUMENTS A. The contract documents indicate the general nature of the fire alarm system required and are intended to aid the contractor and /or subcontractor and /or supplier in providing the complete system required. See Architectural and Mechanical drawings and specifications for additional system requirements. Raceways, routing and . wiring are not shown on the drawings. B. Contractor shall provide a fully operational fire alarm system per AHJ requirements and the AHJ approved shop drawings. Boeing Cafeteria 9 -12 16721 -2 1 1 1 1 1 1 1 1 1 1 1 1 r SECTION 16721 FIRE ALARM SYSTEM 1.05 OPERATION A. 24V D.C. zoned, non - coded, electrically supervised. B. Operation of any fire alarm initiation device or kitchen hood control panel shall immediately cause: 1. All visible and audible devices to operate a continuous march time signal (at 65 dba minimum and 10 dba above ambient minimum throughout the frequently occupied spaces). 2. Auxiliary controlled devices shall operate until the alarm condition is corrected and the system reset, except that an "alarm silence switch" for use by authorized persons shall be provided to cancel the evacuation alarms (trouble signal in alarm silence position) but shall not prevent subsequent alarms. 3. Zone light shall be illuminated on' the annunciator(s), indicating the source of the alarm. 4. Air handling systems 2000 CFM or larger shall automatically shutdown upon alarm (NFPA 90A Chapter 4). 5. Connect to ADT system for alarm monitoring. 6. The main riser water flow switch shall transmit alarm directly to ADT Monitoring Panel and the Fire Alarm Panel. C. Key operated drill switch at main control panel or where shown shall override all alarm features (including automatic notification) except shall sound evacuation alarms and release door holders. D. The system, including annunciation, and remote annunciation shall be completely supervised per code to sound an audible and visual trouble signal upon the occurrence of any open or grounded circuits except that auxiliary control circuits (door holders, smoke dampers and fan shutdown) and smoke detector remote indicator lights need not be supervised. Supervise power, battery and charger. Sprinkler valves (tamper switches) shall be supervised open. Audible and visual trouble signals shall be provided at the main control panel annunciator and at the remote annunciator(s). The main control panel shall indicate the zone of the trouble. A trouble silence switch shall be provided with "ring back" feature at main control panel. Boeing Cafeteria 9 -12 16721 -3 PART 2 PRODUCTS SECTION 16721 FIRE ALARM SYSTEM 2.01 MANUFACTURE A. Equipment: U.L. listed and Factory Mutual approved and be the product of a single manufacturer except certain individual components regularly used in system may be the product of a separate manufacturer. Basic equipment manufacturers: Simplex, Edwards, Gamewell, ADT. B. All system component keys shall be identical. Provide ten (10) keys. 2.02 SHOP DRAWINGS Prepare and submit for review prior to manufacture. Shall include complete system plan view showing device layout, raceway routing, wiring, point -to -point wiring, termination and connection diagrams, including wire numbers and front view of main control panel and all annunciators. Messages on control panel and annunciators shall be clearly indicated together with letter size on the shop drawings. 2.03 WIRING UL listed conductors which conform to AN requirements. Subject to AHJ approval use No. 16 AWG (seven strand) for initiating circuits and No. 14 AWG (nineteen strand) for control and alarm circuits. 2.04 SMOKE DETECTORS A. UL listed compatible with control panel, two sets of contacts, be spot, restorable as defined in NFPA 72E, photoelectric or ionization type as required by AHJ. (Note: Unless otherwise required use ionization type in corridors and photoelectric elsewhere). Adjustable sensitivity is not required; however, provide detection sensitivity appropriate for the specific area in which each detector is installed. Mounting to be semi - flush. Visual indication of normal and alarm /trouble shall be incorporated into the exposed surface of the device. B. All smoke detectors located where not visible when standing in room shall be provided with a remote indicating light in the nearest corridor. Device shall be flush or semi -flush mounted with identifying engraved nameplate per 16100 indicating detector name and zone i.e., AHU -5 Smoke Detector Zone 12. 2.05 HEAT DETECTORS A. Heat Detectors, shall be either fixed temperature with 25 foot spacing (625 square feet of coverage) or combination fixed temperature and rate - of -rise with 50 foot spacing (2500 square feet of coverage) as required by the AHJ. The detector shall be an off- white color with a low - profile silhouette to blend into ceiling decor. Boeing Cafeteria 9 -12 16721 -4 SECTION 16721 FIRE ALARM SYSTEM B. Where heat detectors are provided in rooms containing rapid heat producing equipment such as boiler rooms, mechanical /HVAC rooms, use fixed temperature devices. 2.06 MAIN CONTROL PANEL A. Shall incorporate power supply and all controls for the system except as incorporated within the hereinbefore specified system components. All components shall be mounted within a steel enclosure (or enclosure assembly) with locked door(s). Enclosure shall be vandalproof and weatherproof when located outdoors. Door may incorporate a transparent window for viewing indicator lights, etc. All components of the panel requiring access for normal operation of the system shall be accessible by use of a key, but without the use of tools. Cabinet shall be flush or surface mounted as indicated on the drawings. Battery backup system may be contained in a separate adjacent enclosure. B. The system shall operate on a 3 -wire, 120/208 volt A.C. single phase service, 120 volt (from 2 phases and a neutral). Power requirements shall be indicated in the shop drawings submittal. A maintenance free battery backup system complete with charger, etc. shall be provided to power the system for 24 hours (60 hours if system has automatic notification). Where duct dampers close under power failure conditions, they are not required to be maintained open during power failures after 15 minutes. When control panel is powered by an AHJ approved emergency generator during power failure, provide sufficient batteries to power the system for the hours required by the AHJ or two hours, whichever is larger. Submittal shall indicate length batteries will power system. C. Each zone module shall contain an indicating light(s) and switch(es) for isolating trouble signals to the faulted zone. D. Provide visual indication in control panel of fan status. Provide fan control switches when required by AHJ. 2.07 ANNUNCIATORS (MAIN PANEL AND REMOTE) A. Shall consist of a panel containing indicator lights and controls on a flush mounted enclosure. Provide weatherproof enclosure for remote annunciator. B. Trouble signal sounder and trouble signal light shall be incorporated into the face of the panel or mounted in a separate adjacent panel. C. Alarm annunciator (indicating type of alarm) and correlated zone name shall be provided for each fire alarm system zone. D. Provide key operated lamp test switch and 50% spare lamps. E. Letter size shall be readily readable at 5' -0" from front (1/4" minimum height). Boeing Cafeteria 9 -12 16721 -5 SECTION 16721 FIRE ALARM SYSTEM 2.08 DUCT DETECTORS UL listed compatible with control panel, two sets of contacts, be sampling ionization type for sensing of products of combustion within the air stream of ducted fan systems. Shall have two sets of contacts rated 10 amp resistive and manual reset. The devices shall include necessary sampling tube extensions and sensitivity adjustments for detection of products of combustion across the width of the duct. The device shall function uniformly in air velocities of 500 feet per minute through 3000 fpm. Visual indication of normal and alarm /trouble shall be incorporated into the exposed surface of the device. Provide a remote indicator light as required in Part 3 of this Section. 2.09 FAN SHUTDOWN Provide fan shutdown relays and wiring as required. Relays with 120 volt rated output contacts shall be provided and connected under this Section. See 16160 "Motor Controllers" or 16920 "Motor Control Centers" as applicable. 2.10 DOOR HOLDER /RELEASE MECHANISMS Combination door closer - holder /release as furnished under hardware division. Electrical characteristics of door holder /release mechanisms shall be coordinated for proper operation of release from fire alarm system. Manual override release shall be possible at any time. 2.11 SPRINKLER SYSTEM MONITORING A. For sprinkler system see Division 15. The Contractor shall be responsible for coordinating the Fire Alarm System with the Sprinkler System. B. Provide detection and annunciation as required by the AHJ to supervise OSY, PIV and gate valve positions, air pressure for dry systems, and preaction systems. Valve position switches similar to Simplex OSYS, PIVS or PTS as coordinated with and required by the sprinkler system. C. Provide detection and annunciation of water flow, and all pressure activated alarms and pre -alarm signals. D. Provide an engraved phenolic nameplate for each monitored sprinkler component indicating the fire alarm zone name or number (i.e., "Floor Two West or 16, etc.). Secure to valve with chain or tie- wrap. 2.12 AUTOMATIC REPORTING System to automatically report alarm and trouble to Central ADT System. Boeing Cafeteria 9 -12 16721 -6 1 1 1 1 1 1 1 1 1 1 ff SECTION 16721 FIRE ALARM SYSTEM PART 3 INSTALLATION 3.01 APPROVED EQUIPMENT AND PERMIT A. No equipment shall be delivered to the jobsite until shop drawings and conductor samples have been reviewed and AHJ approved. A reviewed and AHJ approved shop drawing set shall be continuously available at the jobsite during construction. B. Obtain a permit from the local AHJ prior to installation of equipment as required. C. Install all detectors per NFPA requirements. In addition install them away from supply air registers (4' -0" minimum) and dead air spaces (18" minimum) and per AHJ requirements. 3.02 WIRING A. Submit samples of all conductors to AHJ for approval prior to ordering. B. Provide all wiring complete per system requirements. All wiring shall be contained in steel raceways and red color junction boxes. Seal raceways to prevent air passage at each smoke detector. Wiring insulation shall be AHJ approved and shall be one of the types required by NEC 725 -16 and shall be consistently color coded throughout the system. Permanent wire markers shall be affixed to all conductors at terminations and splices. Numbering system shall be consistent with shop drawings. (Color schedule shall be reviewed by the Engineer prior to delivery of wire to the project.) All terminations shall be T &B "Sta -Kon" (or equivalent) self insulated, flanged or forked tongue lugs where connected at screw type terminals. Wiring in main control cabinet shall be neatly arranged and bundled with Tyraps (or equivalent). C. Provide 1/2 ", 3 #12 from control panel to 20 amp C.B.s with lock -on device in a 120 volt panelboard. Panelboard on emergency distribution system when applicable. D. Provide 3/4" raceway and required wiring from the control panel to the main telephone terminal board as required for automatic notification. 3.03 AUXILIARY CONTROLS Conductors and power supplies shall be of sufficient size and be installed to minimize voltage drop consistent with the proper operation of all devices. Auxiliary control circuits shall be separate from initiation and evacuation signal circuits. Destructible link smoke dampers shall not be connected to the fire alarm system. Fan Shutdown Control Circuits and Smoke Removal Circuits need not be electrically supervised (subject to AHJ, NFPA 72A and 72E requirements) and may be incorporated into the fire alarm raceway system, except that limited energy circuits shall be routed separately from line voltage circuits as required by Code (NEC Article 725). Boeing Cafeteria 9 -12 16721 -7 3.04 AIR DUCT SMOKE DETECTORS Conform with NFPA 90A Chapter 4 "Controls ". Provide as required duct smoke detector(s) in the supply and return air streams in each system 2000 CFM or larger. Coordinate installation with Division 15 and sheetmetal installer. Provide remote indicator lights where the detector is located above a suspended ceiling or in an area which is not readily accessible. 3.05 TESTING A. The completed system shall be totally tested for initiation, audibility and supervision at each device and, after one subsequent week (minimum) "on line" operation, demonstrated to operate satisfactorily in the presence of the Architect and the Authority having Jurisdiction. Approval of the Authority having Jurisdiction shall be evidenced in writing and a copy forwarded to the Engineer. B. The testing procedure shall be submitted to Boeing Fire Protection Engineering for approval prior to testing. 3.06 INSTRUCTION The Contractor shall (after one week (minimum) written notification to Architect) conduct an instruction session during which all maintenance and operational aspects of the system will be described and demonstrated to personnel selected by the Owner. The session shall be conducted by a Contractor's representative thoroughly familiar with the characteristics of the system. 0 & M manual information regarding the system shall be turned over to the Architect prior to scheduling the instruction session. 3.07 OPERATION AND MAINTENANCE MANUALS Provide per Section 16010. 3.08 FAN SHUTDOWN Provide all relays and wiring of fan shutdown circuits to all required motor starter control circuits. Coordinate with Sections 16160 and 16920. 3.09 KITCHEN HOODS Provide wiring of kitchen hood control panels as required. 3.10 RECORD DRAWINGS Provide per Section 16010. Record drawings shall clearly indicate: 1. Actual routing of all raceways. 2. Actual cable type, numbers and routing. Boeing Cafeteria 9 -12 16721 -8 SECTION 16721 FIRE ALARM SYSTEM t 1 1 1 1 1 1 1 1 9 r. SECTION 16721 FIRE ALARM SYSTEM 3. Actual system wiring diagrams, connection diagrams and interface of all components in the system. END OF SECTION 16721 Boeing Cafeteria 9-12 16721 -.9 PART 1 GENERAL 1.01 DESCRIPTION Provide raceway system and outlets for telephone conductors, where indicated on the drawings and where required by code. 1.02 RELATED DOCUMENTS Section 16110 and 16130. PART 2 PRODUCTS 2.01 CONDUCTORS Unless otherwise noted, will be provided by others. 2.02 TELEPHONE TERMINAL BOARDS Shall be 3/4 inch plywood backboard. APA exterior grade Douglas Fir A -C. Shall be fire retardant with flame spread rating not more than 25 when tested according to ASTM E84. 2.03 WALL OUTLETS Shall consist of a 4" square, 2" (minimum) deep box with 3/4" single device plaster ring. 2.04 PLATES Cable lead -in type. Type to match those specified in Sections 16140. Shall have a 1 -1/4" grommeted hole or be a split plate to allow insertion of cable with prewired 1 -1/8" diameter plugs. PART 3 INSTALLATION 3.01 RACEWAYS Shall conform to other sections of the specifications except that conduit bends shall be long radius, as necessary to conform to the serving utility's requirements, and shall be sized as follows unless shown to be larger on the drawings: 1" trade size 3.02 PULL CORDS Nylon type, shall be included in all raceway. 3.03 PLATES Provide for every outlet. SECTION 16740 TELEPHONE RACEWAY 3.04 GROUNDING Provide a #2 bare copper grounding conductor from a ground rod, or main switchboard ground bus or metallic water service line to the main telephone terminal board and from there to each subdistribution terminal board as required by the telephone utility. END OF SECTION 16740 Boeing Cafeteria 9 -12 16740 - 1 PART 1 GENERAL SECTION 16770 PAGING EQUIPMENT 1.01 DESCRIPTION A. Design and provide a zoned paging system throughout the dining area. B. Provide all equipment and wiring as shown and as specified herein for a two zone music /paging system. 1.02 RELATED WORK SPECIFIED ELSEWHERE Raceways, Section 16110 Outlet and Pull Boxes, Section 16130 Communications, Section 16700 1.03 SUBMITTALS Assemble in submittal brochure as specified in Section 16100. PART 2 PRODUCTS 2.01 SPEAKERS JBL Model Control 12SR with wall mounting bracket #MTC -102. Four (4) required. 2.02 MICROPHONES Shure #565SD -CN with #A58WS -BK windscreen and Atlas - Soundolier #MS -25 microphone stand. Two (2) required. 2.03 MICROPHONE JACKS Provide at each amplifier and at locations shown. Four (4) required. 2.04 WIRES AND CABLES As supplied or specified by equipment supplier. Provide individual circuits for each zone plus a priority paging relay control pair. Beldon 8461 and 9740. 2.05 -- •AMPLIFIERS - -• A. Two (2) required. Rauland #4806 each with one each of the following preamp modules: #4840, #4850, and #4860. Flush backbox. Provide bridging connection between amplifiers that will allow systems to be combined and will allow use of any microphone jack for the combined system. B. Controls. Individual volume control and level meter on each zone amplifier. Boeing Cafeteria 9 -12 16770 -1 PART 3 INSTALLATION SECTION 16770 PAGING EQUIPMENT 3.01 GENERAL Entire system wiring shall be contained in raceway. Minimum size 3/4 ". Refer to Section 16700. 3.02 SYSTEM LEVELS After installation, adjust all audio level controls and trim pots to provide maximum signal to noise ratio for the system. Mark all control settings with permanent markers (not tape or stick- on). 3.04 WIRE IDENTIFICATION Identify and label all paging system audio and control wires at the equipment racks and in the paging system terminal cabinet. Use zone names and numbers in addition to individual wire identification. 3.05 RECORD DRAWINGS The Owner shall be provided with as built drawings included in the 0 & M manuals to show: Actual routing of all raceways Actual cable types and routing Actual system wiring diagrams, connection diagrams and interface of all components in the system. PART 4 TESTING 4.01 TESTING Each piece of audio electronics shall be tested for proper operation and shall be run into a load bank at one half rated power with band limited noise (100 to 10,000 Hz) for a minimum of four hours to insure system components are properly ventilated. Physical inspection shall include - finding any exceptiona-Ny— hot— egtr'rpment during this operational test. 4.02 The completed system shall be tested and after one subsequent week (minimum) "on line" operation demonstrated to operate satisfactorily in the presence of the Owner and Engineer. When any defects are detected, make repairs or install replacement components and repeat the tests as requested by the Engineer. Boeing Cafeteria 9-12 16770 -2 1 1 1 1 1 1 • oeing•Cafeteria 9 -12 16770 3.;. SECTION 16770 PAGING EQUIPMENT PART 5 INSTRUCTION 5.01 INSTRUCTION The Contractor shall (after one week (minimum) written notification to the Architect) conduct a 4 hour instruction session during which all maintenance and operational aspects of the system will be described and demonstrated to personnel selected by the Owner. The session shall be conducted by a contractor's and supplier's representative thoroughly familiar with the characteristics of the system. Maintenance manual information regarding the system shall be turned over to the Engineer prior to scheduling the instruction. Maintenance staff technical training shall be available at selected times during the year to those customers who wish to maintain their own systems. ENO OF SECTION 16770 PART 1 GENERAL SECTION 16930 LIGHTING CONTROL EQUIPMENT 1.01 DESCRIPTION Provide U.L. listed dimming equipment and automatic lighting control components. Provide complete submittals. PART 2 PRODUCTS 2.01 LIGHTING CONTACTORS AND CONTROL RELAYS Multipole, mechanically or electrically held as shown, rated for 480V operation. Contact rating 20A minimum or as required, with coil clearing contacts, 120 volt coils, in NEMA 1 enclosure. Square D Class 8903. Provide auxiliary relays, rated 600V, 20A contacts, 120 volt coil, unless shown otherwise, in NEMA 1 enclosure. Square D Class 8501, XMO -40. 2.02 PHOTOCELL Tork #2100. 2.03 ARCHITECTURAL DIMMING AND CONTROLS A. Provide 277V to 12V transformers (va size as noted on drawings) for groups of I type fixtures as shown on the drawings. B. For each transformer provide an inductive type rotary dimmer (size as required for transformer) and set such that nominal voltage to the luminaires is 10.0 volts. Verify with voltmeter. C. Mount transformer and dimmer on strut supported from roof trusses where located above perforated metal ceilings. Mount supported to lay -in ceiling grid in other areas. PART 3 INSTALLATION 3.01 LIGHTING CONTROLS A.- Install relays and required wiring to give the lighting operation indicated. B. Outdoor lights to be off during daylight hours via photocell and control relay(s). 3.02 DIMMER CONTROLS A. Install dimmers per manufacturer's instructions. Boeing Cafeteria 9 -12 16930 -1 SECTION 16930 LIGHTING CONTROL EQUIPMENT B. Verify exact locations and mounting heights with Architect before rough - in. END OF SECTION 16930 Boeing Cafeteria 9 -12 16930 -2 1 1 1 1 1 1 1 1 1 1 1 PART 1 GENERAL SECTION 16999 PROJECT CLOSEOUT 1.01 DESCRIPTION Summary of procedures and requirements for project closeout of electrical portions of work. Conform also with other portions of the Contract Documents. Final payment to Contractor is subject to full completion of this Section. PART 2 PRODUCTS 2.01 RECORD DRAWINGS Reproducible, Xerox drawings. See 16010, 1.10. 2.02 ELECTRICAL EQUIPMENT OPERATION AND MAINTENANCE (0 & M) MANUALS Hardboard, screw post, imprinted covers. Tabbed dividers between categories. See 16010, 1.11. PART 3 EXECUTION 3.01 REQUEST FOR FINAL PUNCH LIST To request a final electrical punch list, forward a letter to Sparling & Associates, Inc. stating; "The electrical work on this project is complete, all punch'list items to date are complete, items 1 - 15 in Section 16999, 3.02 are complete and the project is ready for final punch list observation ". 3.02 JOB CLOSEOUT PROCEDURE A. Perform the following procedures for project closeout of electrical portions of work: 1. Perform testing, tests and documentation per 16030. 2. Provide engraved nameplates on electrical equipment. 3. Refinish electrical equipment finishes which are damaged. 4. Clean up per 16100, 3.05. Clean all parts of lighting fixtures. 5. Color code junction boxes per 16130. 6. Provide spare fuses and cabinet per 16180. 7. Type panel schedules with actual "as- built" circuit descriptions. 8. Number all circuit breakers. 9. Obtain final electrical inspection. Include copies in 0 & M manual. 10. Give written one year warranty in 0 & M per 16010, 1.09. 11. Furnish Record Drawings per 16010, 1.10. Obtain signature on Job Completion Form. 12. Furnish 0 & M Manuals per 16010, 1.11. Obtain signature on Job Completion Form. 13. Give instruction periods to owner's personnel per 16010, 1.12. Obtain signature on Job Completion Form. 14. Obtain letter of certification from fire alarm system supplier and forward to Sparling & Associates per 16700, 3.O1E. 15. Obtain letter of certification from communications system supplier(s) and forward to Sparling & Associates per 16700, 3.O1E. Boeing Cafeteria 9 -12 16999 - 1 SECTION 16999 PROJECT CLOSEOUT 16. To request final acceptance of project, fill out Job Completion Form in 16010, 1.13 and forward to Sperling &.Associates. Note: If inspectors have not signed form, a copy of signed -off permits will suffice. END OF SECTION 16999 Boeing Cafeteria 9 -12 16999 - 2 1 1 1 1 1 1 1 1 1 ..... ............................... "AY 't'h b iYU': %A ti'o Fi tl'X AI'f: i Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson Materiels Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site ?: Yes © No Specific Location: Elev.: Grid: Sidewalk East side of building Req. Str. 4000 psi at Quan. PI.: 20 ordered CY Sample Sizo: 6 "X 12" No. of Samples Cast: 4 Non structural concrete placement. Last cylinders spot checked resteel per prior conversation with client. Non- continulous inspection. Ticket 11322425 Weather: Fair r e tVi�Stran' o e m e p p Cyl. No. 167a 167b 167c 167d 1 Bldg, Off. 1 Owner 1 Arch. BEC &E Seattle, WA 98124 9/9/91 9/9/91 1 Engineer 1 Contractor 1 Other ttiiie`Perfiirrrtiad:; ><s >? ; »:< > > » << >: aR'e norko Date Tested 8/19/91 0 Age Days 7 28 28 Hold Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cost Piles Other sidewalks X 28 days. Cylinders Cubes Air Temp. 70 Total Load (lbs.) ft. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: 167c Jeff Rabe 9102-041 8/12/91 Boeing Ceffeteria not c "" . .....................�;:...0 All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in pat without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 East Marginal Way West of 9 -08 bldg. 6498 Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand G ravel Cover Grade Spec.: Grade Used: 4" 70 F 5 1/2 sack 7/8 " 517 1250 1950 60 60 Percent Air: ek Supplier: Stoneway Mix Design No.: 5501 City Approved Mix?: Y Water Admixtures AEA 0.75 cwt Other Spacing Sizes Used: Manufacturer: 4 NU, SB .............. »:'Con or a f:;;':':::r•<> m nee: a Compressive Strength (psi) All items inspected are Conforming Non - Conforming to approved plpns ecifications. Inspector: Comments Jeff Rabe Manager: C. Weaver a :::: ii i Si•:• :• }:;: � $: ;,ri vy }i}S:•i } }; ? ?•S } } } }:::. �::?.i. � .:::': �'v • ?. . } }:•: F i::F;$ i:• ii }: � }iirj' SS$ ?} $ii }$' 'iti ?} �% �: :.n• .. f... ........ r ........... m..:.�:::: • +..:•$ .. }:•:....•.... . ....... f.. . ... F..... .....:...... .. .; 1 :y }y: v :Uii•!. } r ;: :. :: ::r.; {: v: ?r ? ?•>:rb: i } }y.::: .......... :. nn ::.::. n r.... ..: .... }.. ?. .... :•.,. :. n :.. .... .. .: ..: :� .CI.: .t >lt�i }$iY;i::�i i ?: ii} isviii' f. ::•i ;:•;.ii:�:• }'i: ?: } } :•:•:: : i s h;:; ,: :C `::!i:• i$'{ i. r:................... ..... }ii: ?. }i::: i:4':; � :� •: .. .:::. i} i:?• �4::?:: vn•:?:: .:}}::.' r' SS}}: �'f?• } }:{}:4}'.r + ??J:S.::: n ^:::: r.: i w ::: : } : rn' 4}:?,$ �,$ v:$ $$$}:: i:• r:? i' i$ G Q^:n:: is •l:•$'ii:•i: ?v.:'i':: }i:•: r,:•i i }•::v: ?wi.v: G }•n•: }:::. } }:: vnv •: �31 f # C.::}:r:: �::.::. n�:: :..�:. ::� ..:�: >._. Client• BECE Report No. : 164r WEC Project No.: 9102 -041 Project Location: East Marginal Way W. of 9 -08 bldg. Inspector: Russell Rocks Date: 7/23/91 Permit No.: 6498 Attn: Karl Olson Proj. Name: Booing Caffeteria .:.: iii ? ::.:. : '•}:.:: ; ?a;:': is ;;S:: }i;in ;0 ; ? ?' : : ;: ?.: ti 0 . ici • :; is .:: }: . :: . ... . .....: .: ... : : : ::: �. ?•; , ............ : .. .......... . :Mil! .......... ........ .. A . . ... .. .. ....... .n.}., ....... .r.n:. .. ..... .....:::::..,.....,, v:::.. ... ..:f. : r. .. •:.:: � .:::::::.:• i.::;•::•:: U. }:;•}:?? v.}?} ;•ii } }: ?::'•iii''r'�:• }::i }:; ..•n;:'.:••.}ii$: }:i:$' iii � :• } iS$ ?: }v:.`;i::: ?:$$$'i$$'i :....::...... ...:... :::.:• • >:.; ::<.:•:.>:.:?.}}:.,:.:.:;?.:??.:.:.:.:?. i}:;}:.}:.;?.:.;;.:????.:;; :. ?:::?. } }: ? ?. }: >.? ?:<.:..:$::. ?.i: ? ?: } >:;;.s.'YB.rtEM:: QA7'�L•::: � <.}:.; i }i.: ? ?.ii: ?.i: ;.s;: is . }:. }:.::; >••,: ?. }$ > }: . }:;. <:<::::;::; %:<:ii :. >:: }:• };:.; :.:...:. r.., Manufacturer (s): G. S. Roofing Co. Materials: 1) Bottom Board 2) Vapor Barrier 3) Insulation 4) Cover Board 5) Cover Sheet X Roofing System: Modified Bitumen Composite System 6) Fasteners 7) Accessories X 8) Walking Pads X Installer: 9) Aluminum Coating Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes No .::,,, . ..:......... ..... ................... N.: • :..:: .. '.:• •} : : ? <• a<z:;> }::::: :»ii >�: >i i:;s::$; ; s..: • }:1N • Area (by grid) West side perimeter, bldg. canter Material Used: Torched down cover sheets, worked: 292,21 011_2_1 pockets & 3 repair areas walking pads, metal accessories, mastic coating resin. Surface Preparation Acceptable: Joints ( If applicable): Clean & dry OK Fasteners (list number requirement by material class): Hot Coating Temperature: NA NA Spec: Actual: Weather (Note: if overnight protection will be required): Actual: Sunny Hot Projected: NA Storage (Per manufacturers requirements): Only items remaining on roof is a pallet of liquid ' aluminum coating mix in 5 gal. cans . <•: ?• }: ?.;:<.: ?.,? r.... FREM ARKS:::: i:?:>:: i:><:.:>: r:::::::>::$:<.< .::<;:::;::s:::s::: »M:< >. NCR Number: NA (if reject) Completed all remaining roofing work, except final coating Number Square feet accepted: 300 sq ft of roof surface after curing period (approx 30 days). :...:.:.::.::.: :..::.... ,..;.� m.: ; :::..m :.:: . Ir)stallation per spec /procedure Inspector: Russell Rocks Conforming X Non - Conforming IS Manager: C. Weaver All reports are considered confidential and ars the properly or the Client and Wedge Engineering Corporation. Reproduction In whole or In part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., • Kent, WA 98032 (206) 872-9451 FAX (208) 872-9454 ...:....:.. liont: BEC &E Report No. : 168n Address: P.O. Box 3707 MS/4H-07 WEC Project No.: 9102-04i Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: 6498 Date: 7/18/91 Proj. Name: Boeing Coffetoria 9 -12 Building ::: .:: :....:..:.....:.:: .:.::: .:•:•:..::. ..::.::::.:.. 5 ...:.:...:Y..,.••::.rYS...•...: :•<.,.::..;•:•?.. �:. 5•:;.;;• 5:: .5::.:•..•555: ::••:.: a :<;::: i::>;:; �::•:•: �>:.:.;:::`.:>::>,: :: >: >;; ? >•z::i:: <.:;. <.;; ,.:: >:� ?::;: ::••: ,.; f ' t1' 6 l:On bfm n Code Sec. /Para: Contrary to the requirement: Excessive fines Standard Sec. /Para: 02200 3.11 B passing #200. Excessive sand peeing #40 X Spec. 900342 Sec. /Para: 02200 2.02 Compaction below 95 %. Drawing Detail No.: 02200 2.03 A The 5% passing requirement status In part: Structural fill : less than #200 General fill: 40% max passing us #40 sieve Fill under paved area: 95% compaction Inspector's Signature: Jeff Robo ::. > �:<.:•5:5:;•5:•i:•; >: i;:.:.ii5:;:::' >; >.'a >:: ::.:t >ss ss :•'•::�.::::: ?. i:. 555:.55 ? >: Y555 ":: ::: :Piii : : : > ?« i« > <; iniiig • ri <s:::fifi, :•.: .��: :,: ,.::: �,.:.:::.::: r.;::: ! r:::•;::: :::::r:::: ::.,•:•i; ?;:.::�; 5;:.:•555 >: ?:.::::.:::.; >:;,• :.: Rework to approved plans, specifications, codes, Uso As Is, no further work required. Reject, repair to approved requirements. Repair Per: standards, and tolerances. n Referred to Karl Olson for disposition. I l Submit Approved Submittals Boeing Construction Manager (Karl Olson) who has authority to approve for use if deemed suitable. Inspector: Jeff Rabe 7I4 -" Engineer of Record: Date: 7/18/91 Date: <5 ?5i: ?i: . ....... .�. �:5:::•. :: v:r :•: : i:•::. r {. { : 5:oy •i;. 5:•: ? ? ? .:;.: r; : :iii:% .'.`I ...fns !<.i? 555:. .............................. ?!•Y 'r:< ? •i: { ?•5: !?A.i: ?: •: { ?:: ion '>;>:.;;;:>; z':: E:? :<:s: < »';:s's:::;:::r . ii::: i�):?:: .'•:{i }!jni ?:;: X Ro- Inspection Required n Re- Inspection Not Required (Engineer's disposition is Use As Is) (Re- Inspection always required unless Entineer's Dis•osition is Use As Is) . v. .. :...: ••F..i.•::'.•5:• ::::!: i :y!•ii::iij; }`vi'''n: � •ili:j ?i:;:•r::i. .....1:: r,:'+.:i' : ?. ,!.... :i: :5: ,..,.:<.:5:::::::::::...:.. o o..:..:. ce >ti :r a ed::Wo k•:>>; iE:>' s:;:;:: :;;:<;t.s:: >;::: >::i <•<::;::; >: of rmen t Re In>3p of . .......::.. : '..:.::. i � :.; +. ,.:': ? . i vv :.S'., :... ;; is +�: >;:'t•�•;� t:: : i5 % •55i 5 :•5 55::: is ? ^5i55:: :•5 ?;: �:�: ii:!S;.S•i i5} : ?.ir::!5 }i !: {::: +: {i�ii:5 }:: :. :??; { :} ?::; :: r..:.:::. r• ::, ^:: i••5il.� <•5:j:J•::::•Sri : i't <•:::: Y: :...::. �, ::.:..::.: ..... :.:. ? ::.:.n• 5 •: .:....,:.:::. . • Cosure:.:::. • ....::........:.?....,. ...............:.., ......:..r All items have boon re•inspocted and are As of Data: Conforming Non-Conforming this Non - Conformance is considered closed. Inspector: _ to approved plans and specifications. Manager: 1 Bldg. Off. 1 Englneor All reports are considered con Idsntid and are Iho property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction In whole 1 Arch 1 File or in part without the written permission of WEC Is forbidden. w E U G E ENGINEERING 20658 84th Ave. S., Kant, WA 98032 (208) 872-9451 FAX (206) 872.9454 W E Report No. : 167q WEC Projoct No.: 9102 -041 Inspector: J. Rabe Date: 7/23/91 Proj. Name: Client: BECE Project Location: Cafeteria 9 -12 bldg. Permit No.: 6498 pAIIV <C1UA1`1 Contrbl;:•Ine octloti iiCTIedUlt On site In AM to tost North pathway subgrado, Material is sand which was tested in lab last night by writer for gradation & proctor par Karl Olsons request. Karl agreed tests woro "extra" & Boeing would pay for. Sand dons not meet gradation requirements for structural fill (finds too high) or general fill (#40 passing is too high). Informed Karl material would bo suitable for intended we as long as moisture contents could be kept high enough to achieve compaction. ...:..........,.................:.........:..:..::.:;:.:::.;:;:;>;: �:::;;>:.: ;:•::<.,:;:::<:;,:;;:•:; >•.:•:: �:Co t ol• :,Vest ...and::;. esulte>:•;>:::•::•:::.::.;::•;:.;:•;:.:.;;::;•;;::.;>;;.;:;:•:<::::•;,:•> r::•.. �:::....::;:•;::::.: :•:;.;:•.;.;:•;:•.:;:::.:;:.;:: :......;:.:,....,.:...:..,,.::; ..: ,.,..:., :.:...,.. .... .., .. ...... Quality.. n r ing R Two tests felled at North pathway soils was too dry. Returned In PM and tested base rock on South pad. tomorrow. For requested two additonal samples be taken of sand for gradation & proctor. Will have picked up by lair tech Soil dons not a oar to be sam to on null submitted. Donsit is hi her & fines content hi her, soil is different color. Also path on West side of building appears to be to close to edge of slopes. Karl said he wouls refer to Landscape architect. Writer recommends fill be extended horizontally, 2 foot & compacted. All items inspected are Conforming Non - Conforming to approved plans and specifications. CDC Representative: Manager: Jeff Rabe C. Weaver All reports ere considered confident's! and are the p oparty of the Client and Wedge Engineering Corporation. Reproduction in whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20656 84th Ave, S., Kent, WA 98032 none\ n-rn nAr9 ■■ v Inn n% n-,n nwr W E D G E Clint: Address P.O. Box 3707 MS /4H -07 Attn: BEC &E Soattle, WA 98124 Karl Olsen Weather: Warm Air Temp.: 70 F o S Location: Specific L anon: Grid Lino Doscribo: North planter walkway Areas Inspected: Continuous Footings Sproad Footings Slab on Grade Approved Plans on Site ?: Samplo Number Location Grid North North North North South South South South Location Grid Path Path Path Path Path Path Path Path Elev. -6" -6" -6" Surface Surface Surfaco Surface Surfaco 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Augur Cast Pilos Driven Piles Other Elov. Nuclear Donsomoter Density (pcf) 99 101 ..109.1 ..115.3 ..130,9 ..134.8 ..136.7 ..135.0 Yes n No M/C ( %) ..10.7 ..10.1 ..12.9 ..13.0 ..9.8 ..12.2 ..14.8 ,.9.5 ft. €�'Sd les'Obtoine ?' mp d. `'Coriiprictiorr 'f'osio ':` Comp. ( %) ..87 ..89 ..96.07 ..101.5 Soils is too dry et South and of path. Rocomond watering to Saturlotion & then rocompacting. South path is crushed rock. 138 pcf max dry donsity. West side path is too close to edge of slope: referred to Keil Olson. gPQ WEC Project No.: Report No. : Inspoctor: Date: Proj. Name: Site Address: Soil Type 9102 -04i 155s Jeff Rabe 7/18/91 Permit No,: ..6498 Boeing Cafotoria Cafotoria 9-12 building/ Watorfront Park Ref. Modified Proctor Report No.: Maximum Dry Density: 114 pcf Optimum Moisture: ..12.4 Required Compaction: Typo: Type: S /N: S /N: Calib.: Calib.: Tests Required Location 20' N of S end of path 80' N of South end of path 100' S of N end of path path 20' S of N end of path ..9 5 ..98 ..99 20' S of W SW corner bldg. 70' W of West center bldg 50' W of NW corner bldg .98 50' N of N cantor bld All reports are considered con idential and are thu property of the Client and Wedge Engineering. Reproduction in whole or in part without tho written permission of WEC is forbidden. Conformnnce of Depth All items inspected aro Conforming Non - Conforming to approved plans and specifications. Manager: C. Weaver Depth Accept/ Rojoct Rejoct - Reject Accopt Accopt Accept Accopt Accopt Acce t Inspector: Jeff Rabe it, 4 " ; ENGINEERING 20658 84th Ave. S., Kant, WA 98032 ��nnt G1'1fAG1 CAV innr_, oen nArA n: Project Location: Cafeteria 9 -12 bldg. Permit No.: BECE 6498 Contractors aro ro wore obtained & returned to lab by Wedge Engineers for additional proctors & sieve analysis. Water truck on site all day to adjust moisture contents to optimum. parking & trench backfill areas. All items inspected are Conforming Q Non - Conforming to approved plans and specifications. CiN'[RbL; p��bCt1t Report No. : WEC Project No.: Inspector: CQC Representative: Manager: 169q 9102 -04i J. Rabe 7/19/91 All reports are considered cenfidentlsl end are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or in pert without the written permission of WEC is forbidden. Date: Proj. Name: n bl«fft Retested failing compaction tests at North pathway. Aftor contractors watered & rocompactod tests now pass. arint base course for .avers. All tests show satisfactor compaction. Two additional soil samples Asked Curson Horner if BEC &E desired Wedge to provide compaction testing on asphalt. After review of specs he decided no. Many areas tested today have been tested in the past. Rotests are necessary since fine grading has disturbod base fill in C. Weaver J / /l• —' Jeff Rabe ENGINEERING 20656 84th Ave. S., Kent, WA 98032 I'/1C\ Win flA , ■ A , I•nn. r,-In Wars Chant Projoct Location: Permit No.: but a. aront NA NA BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 6498 OAIL it Contractors have propped pathways & the roadway in front of cafeteria for paving. Noted outlines of path paving aro further East of West edge of path slope thon formerly anticipated. Some fine grading is occuring at North end of North side pathway & is disrupting surface slightly. Rocomended to Jerry (Ferguson foroman) that thoy reeompact this area prior to paving. Compaction tests are currently adequate rados are several hundroths to hi h. All items inspected aro Conforming INJ Non - Conforming to approved plans and specifications. zf�iiiolit :':.t;ontroL 'fastin': < rin Roriulta . , . s, t PfJ ti: Report No. . WEC Projoct No.: Inspector: Data: Proj. Name: f'rffol >�Iftt# c Ibri . . 161q 9102 -04i Jeff Raba 7/22/91 CQC Representative: Jeff Rabe Manager: C. Weaver All reports era considered confidential and ere the property of the Client end Wedge Engineering Corporation. Reproduction in whole or In part without the written permission of WEC le forbidden. ENGINEERING 20656 84th Avo. S„ Kent, WA 98032 19n�1 R7,.Aat1 PAY fenat 1:79.QA Cafeteria 9 -12 building/Waterfront Park itEru t 1 w E D G E 1t f1UA1»i1Y CONTROL R i~RO R Client: Project Location: Cafeteria 9 -12 bldg. Permit No.: NA BECE 6498 ..,..:... nuollt . Control :'f'eetin NA All items inspected aro Conforming Non - Conforming N/A to approved plans and specifications. Report No. : WEC Projoct No.: Inspector: Dote: Proj. Name: `:Cdtlttof:`:•.:fns'��titiotts ; and �`Re�G On site to perform remaining soil compaction tasting. Areas remaining to be tested are several trench lines thnt cross existing parking at north and of site. Part of pathway at south and of site will be paved with concrete. Those areas need to bo tested prior to paving and aro not readt for testing at this time. Bob Spruil said they would bo propped after landscaping and curbs are finished. Trench lines have collected several inches of dust at the surface and boen regraded. Returned to office and reviewed lab analysis of sand samples taken at Fergusons request. Results were faxed to Forgusons field offico. 'l J•iil: •ii:i!•i e ak CQC Representative: ENGINEERING 20656 84th Ave, S., Kant, WA 98032 19061 879.9451 FAX 19nm R79.9d5d 163q 9102-04i J. Rabe 7/23/91 All reports ate considered confidential and aro the property of the Client and Wedge Engineering Corporation. Reproduction In whole or In part without the written permission of WEC is forbidden. I O 3 1991 Jeff Rabe Manager: C. Weaver t %f�✓ Accopt/ Reject Client: Addross P.O. Box 3707 MS/4H-07 Attn: Karl Olson Woathor: Clear Areas Inspected: Continuous Footings Spread Footings Slab onGrade Approvod Plans on Site?: apvciUvLocuUon: Grid Line Describe: Asphalt prop, paving baso courso Sample Number Grid Road Road Path Path Path Path BEC&E Location Scott lo, WA 98124 • Surface Surface Surface Surfaco Surface Surface Location 1 Bldg. Off, 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Augor Cast Pi los Driven Piles Othor Donsiw(p«8 132.3 130.6 • .131.1 ..1ooxo ..1ns.e ..130.8 Yes Elov. |X | Air Temp.: 72 F (%) .a.4 .zo . �� Same areas noar North end vti I being fine graded roccomond recompacting prior to paving. (fine grading Is loos ni n, surface oU,xV .1 ft. muclvmoonvommm, Soil Type Comp. (%) ..96 .os ' ..98 ..95 vvB: Project mo.: Report No. : Inspector: Dam: Proj. Namo: Site Addross: Permit No.: ..6498 Ref. Modified Proctor Roport No.: Maximum Dry Donsity: Optimum Moisturo: Required Compaction: 20' E of ENGINEERING 20656 84th Avo, S., Kvnt. WA 88032 'nnmnr9.ous` PAY 'vox`or/,'o^q^ Lo canto 30' E NE corne 100'N|mmmo 1uo'aofNv" N end � p� ��^ All reports are considered con idontial and aro the property of the Client and Wedgo Engineering. Reproduction in whole or in part without tha wrltien permisslon of WEC is forbidden. 9102-04i Joff Robe 7/22/91 Booing Cafeteria Cafotoria 9-12 building/ Waterfront Park Tests Required All |mms|"mpo,mde,o Conforming Non-Conforming to approved plans and specificatlons. Inspector: Manager: 138 pcf � � Dopth Jeff Rabe /xv-- Weavor Elov. Donsity (pcf) M/C ( % ) Comp. ( %) MEE == roved plans on Sit BEC &E P.O. Box 3707 MS /4H -07 Location Picked up two proctor samples and two siove samples. WEC Project No.: Report No. Inspector: Dato: Proj. Name: Site Addross: RafModified Ntoto f';. Moxirr urn Dry pans(ty 'Optimum Roguirad Compectioni nction> Teeis �:' Permit No.: ..6498 9102 -04i Darren Olson 7/19/91 Boeing Cofetoria Cafotoria 9 -12 building/ Waterfront Park Requiremerlte Eguipmant Nucloar Donsomotor Location Accept/ Depth Rojoct dross Attn: Karl Olsen Seattle, WA 98124 Woethor: Partly Cloudy Samplo Numbor 1 Bldg. Off. 1 Enginoor 1 Owner 1 Contractor 1 Arch. 1 Other ispectioh ii performed Location Air Temp.: 70 F : Somploc Obtnlned:> Backfill, find sand Soil Type All reports are considered con idential and are the proporty of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave, S„ Kent, WA 98032 I�ARI 071_0AC1 CAY inAnt pin OACA Tests Required All itoms inspected aro Conforming Non•Conforming to approved plans and specifications, Depth Inspector: Darren Olson Manager: C. Weaver ��. Olt q6.‘ 171712. September 17, 1991 City of Tukwila City Hall 6200 S. Center Blvd. Tukwila, Wa. 98188 Gentlemen: Shirley Ma'n Commercial Territory Manager GS Roofing Products Company, Inc. 4318 Wallingford Avenue, North Seattle, WA 98103 206-547.7452 70 /' - `P � f,J�'•) Vin ) / • �� 1.1 ,5)(1.1' 00.' X6 Re: Boeing Cafeteria 912 Building Commercial Fire Retardancy The Roofing System on the above building is Specificatin number STA L -•3 /INS -S. This system has a Underwriters Laboratory Class A Fire•Rated System. If you have any further questions, please call. Ver truly yours, SEP 23 '91 10:51 TO 206 237 69'' 01- to n 41 GT September 17, 1991 City of Tukwila City Hall 6200 S. Center Blvd. Tukwila, Wa. 981.88 Gentlemen: FROM MEYER BROS. ROOFING T -288 P. 02 hirley Ma4{n Commercial Territory Manager GS Roofing Products Company, Inc. 4318 Wallingford Avenue, North Seattle, WA 98103 206-547-7452 Re: Boeing Cafeteria 912 Building Commercial Fire Retardancy The Roofing System on the above building is Specificatin number STA IL -3 /INS --S. This system has a Underwriters Laboratory Class A Fire Rated System. If you have any further questions, please call. Verg truly yours, P WEC project # 9102 -04 i September 19,1991 BEC &E P.O.Box 3707 MS /4H -07 Seattle,WA. 98124 Attn.: Lee Gaylor Re: Final Project Report : Cafeteria 9 -12 bldg: /'D.C. Utiltiy / Waterfront Park Project Description : Commercial Construction Project Address : East Marginal Way West of 9 -08 bldg. Permit Number : 6498 Gentlemen: Soils Reinforced Concrete Structural Steel Fabrication/ Erection Roofing RECEIVED SEP 1 9 1991 BE&C ENGINEERS This is to certify that in accordance with Section 306(c)3 of the Uniform Building Code, we have provided a special inspection of the following items: These .inspections were performed by .Special Inspectors, qualified to perform these special inspections, or by Trainees They directly supervised. Based upon their observations and written reports, it is our judgement that the inspected work was performed, to the best of our knowledge, in accordance with the approved plans, specifications and applicable workmanship provisions of the Uniform Building Code. Si Robe Neilsen Inspections Manager cc: Client Engineer, etc 064 7-5 4-- / - K ENGINEERING Jet, 'j, 20420 84th Ave. S. • Kent, WA 98032 (206) 872 -9451 • (206) 872 -9454 - FAX *.:4040511Mr40 > To: KPFF Consulting Engineers Date: May 29, 1991 Address: 1201 Third Ave., Suite #900 Project No.: 9102-041 RFI No.: 079r Seattle, WA 98101 Proj. Name: Boeing Caffeteria Attn: John H. Riley f,.4:- 4 Permit No.: ..6498 Fax No,: Phone No.: 622-5822 From: Rusell Rocke ...... .,........ .,. .„..... Flii44iiiii .....;:ik:::: ::::::.::::•::::::::::0:::::::',0::::::: . : .. .::::,....... .... ..,..,, Subject: Insufficient clearance for column base plates Spec. No.: Boeing 09-012 Drawing No.: S-2 Location: 1) 3 & A.5; 2) 3 & B.75; 3) 3 & C.5 The existin condition is: at all three locations the embeded bolts for mounting TS 6 x 4 col. Does not have sufficient clearance to allow installation of the col. due to interface with the concrete on the "wrap-around" side. This oondition is as discribed in our meetin! of 5/29/91 on site. Please advise. Signed: Russell Rocke /411 Signed: cc: All reports aro considered confidential end aro the property of the Client and Wedge Engineering. Reproduction in whole or in port without tho written permission of WEC is forbidden. ENGINEERING b.;,;,•, Ktnt, WA 98032 (20/3) t172..94F.4 f Y 3/ll: *tit C /. :• ... 1 �i5?j+Y• �tLy li .•<f .)" N�' %r;i o fi'�� :ti J it :� f , Y� , ...";s J:{ • > � � < Y.i :..:. ! .. �. �a, .k#. /•33:.': .S..��.. : ... �: :2•.� �{ t { ui RY <Y�< >Sic d i • 3' <: {c.. >. 5..... Client: BEC &E Report No.: 077m Meeting Address: On Site WEC Project No.: 9102 -041 Inspector: Russell Rocks Permit No.: 6498 ' Date: 5/29/91 Proj. Name: Boeing Caffeteria Meeting Purpose: To discuss welding problems on joist. Russell Rocks, Chuck Weaver -- WEC John L. Riley P.E., T.J. Powers - Supplier Meeting Time: Start 10 :30 End 12 :30 Mark Miller - Vulcraft, Karl Olson- BEC &E, Chairman: Proj. Mgr. Ferguson Conet. J.A. Hundsford .......... ... ...... ..... .. ...:...... ..v. ...... .... .............. .. ... .. :: { ", ..Y:: :. is Y� :'e,.•::::�: { ::: ..: .. . ......: .,.. ....... ............................ ..:. ::;:::::: Minut .......... . ...<:s•:......... ..... .... 1. Outlined the weld defects on the trusses as discribed in NCR 078n. Mr. Miller of Vulcraft stated that his co. had inspected and accepted joist prior to shipment. Mr. Weaver Informed he attendees that the amount and type of defects found indicated that the oists wore not acce.table ter AWSD1.1 -90. Mr. Miller stated that the joists were fabricated and inspected to the SJl code which allows greater amounts of undercut & porisity than does AWSD1.1. This will be researched by Wedge Engineering further it was agreed that Vuloraft would •rovido the fabrication sheets & desi.n data to Wedge so as to allow an evaluation of the supplied joists. Upon receipt of this data & review of the codas a revision to NCR 078n will be made. As of this date the joist are on hold pending further review. 2. Advised the structural En.ineer of 3 area's of •otential erection .roblems on three column locations. He al reed that a problem existed and requested we produce a RFI for his evaluation. Ref: RFI 079r. 1 0118. Off. 1 Engineer All reports are considered canfrdentrsi end we the property 1 Owner 1 Contractor of the Client and Wedge Engineering. 11.1>i in whole 1 Arch 1 File or in put witheo the written permission of WEC is forbidden. w E V E FNGINO'.FIING :? j :4fTfa::rmY�: ice: {.:4f }:}? f{} T:.•} i::!} a: r %:}:: i:; if,^.•} {'' %{.iriii } •....•• ± ?i`!�'�L' }� :.'f,•.h';'ri }irt: { :r�:: :: •i $ .. y5:;: .:: v: n•: v:.; 4v :s5, r:;•r: S,:::t:;:::: •.!`v!;,{ }:f.'e r •:: i6::#:S:%3%`¢>C•, Gtt:: : < �j r ;. /ra.•' + { { •.'.f�.r >;�7:` 1 Building Official 1 owner 1 Architect n ag rr bslnn� w thin "..of: t 1 Engineer 1 Contractor Other Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Material: Type Grade Bolts: Welder Certification: WABO Other: Seattle, WA 98124 Karl Olson CMTR Yes CC Yes Type Grade CMTR Yea CC Yes Weld Procedure Specification: Prequellfied el■flcetiuris; Trusses A36 NA Erection Drawings Approved ?: Yes E . 1 No prefab steel trusses- ref NCR 078n. AWS Qualified Mar No No No EE No X X lEll Note: All of the above must be approved and accepted prior to the start of erection. Inspected a sample (all visible) of weldmente on 34 ;:.v: i'r, },!v:•y!: + . J•.... /. i.0 /.r, •e:.ia�.:i'::: ::f ;., .; rnr: .,: .. , f.',J: j. :L .. t• QQ • J,,..fi yr,:':•}.;.# $ •;'yr,:r: . ;• {.; �;; _} . M:y .: k: {F:.Y' • . f > ; S.. .., r+l «.•J';fi i!v.•! x >•F%S':..J��fiiti�C � riY3444:a&d � . % , . � , fi • , c : .. , • ^: f`, � .3: ENGINEERING !!/.111 h y. Report No.: 076e WEC Project No.: 9102 -04i k. Inspector: Russell Rocks Date: 5/28/91 Permit No.: Proj. Name: Site Address: Erector: Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yes `::<<s No Turn- of- Nut Yes No Calib. Wrench Yes ffn No Tension Control Yes M No Arbitration Proo. Yea • No Erection Tolerances: Torque Wrench S/N Skidmore S/N Conforming J -3 (3) J -4 (7) J -12 (1) J•5 (3) J -13 (1) J -6 (2) J -14 (1) J -7 (3) J•15 (2) J•8 (1) J -16 (1) NI reports ere considered confidential end ere the property of the Client end Wedge Engineering. Reproduction in whole Of in pert without the written permission of WEC is forbldden. 91;.0.).:" Electrode UNK AISC ..6498 Boeing Ceffeterie Cafeteria 9.12 Building/Waterfront Park Erection: AISC „) Other Pre -fab trusses Connections: Bolt Type: Bearing : <:: A -307 Friction A -325 Welded X A -490 Bolt Diameters: J -19 (1) J -20 (1) All item inspected are Non - Conforming to approved plans and specifications. t( C. WRNV1!r Other: AWS Carib.: Calib.: o-o-x::;• } r}dx;i }:•;•r c..: :ter: %r %$$ji;:j rr {:; v:»i;.; � r,; ' r►riart �� <`YY . �;;: ; %';i %:i ?i?;:;'33 < ^' .:•: j::{.;;:.. ; : <ta!•:;:�>r::::.>r: <!::•:•i:' is :i<; •. t . . pi�Cd. AA kd lniitiayA. d . +....... .......... ..... ..:... J -1 (2) J -2 (1) J -9 (2) J -10 (1) J -11 (1) J -17 (1) J -18 (1) Inspector: Russell Rocks , .r, , : ::i .,.:.. ..,...{ ,,, : :: ;:<; .: :04 .,.NON - CONFORMANCE fiEPQRT `: £:..#f >t'j MSr.' ; »;'< + a'r4 . .tf - 0, MP' Client: BEC &E Report No. : 078ri Address: P.O. Box 3707 MS /4H•07 WEC Project No.: 9102.041 Seattle, WA 98124 Inspector: Russell Rocks Permit No.: Karl Olson : Date: 5/28/91 1 Proj. Name: Boeing Csffetoria 9 -12 Building . He.uiiefrient ..:: '' : z; N6n Corifotrn+n'iCoriditioft X Code AWSD1.1 Sec. /Pare: 8.15 Contrary to the requirement: 15% of all visible Standard Sec. /Para: welds have weld defects which when token in total Spec. Sec. /Pero: render the quality of the trusses unacceptable to Drawing Detail No.: AWSD1.1. Note: this was not a 100% inspection due The requirement 8.15.1.(5), states In part: Para 8.15.1.(3), 8.15.1.14), to lack of access. Parts banded in bundles. 8.15.1.(6), 8.15.1.17). These paragraphs cover filling full Dross eeotion of joint, weld profiles, undercut, piping porielty, undersize wedis. And lack of fusion. Inspector's Signature: Russell Rocks ..:3:f: . /.SwY%,, . {:i.li. { : :. }: h. n.. .:.r::.,•:. ^ .. F ?!.'y}�. r :. '+ •. - :.:.: .!..:.:';::,. �:.�:.$•;:: •:: •... r. .:�: Av. : +. •rr::,.: ...::•: •:: r'•:.r }.:.:!2.:......... .4 /6 {R. .}:} { :..!.: •+ :ryii; .v.}}$ ,j :: x:. YL:•.,:iv:.,,: :!•::::: • .r{� ?::. ' ..4.: ..Y.i 'i A:J.:. ...ti'..i ..... r............ i. {:Zj'� }:• .:r ii r !�rjr % „r:j:• >!:£r ^,jrtj'....:.t s.i;:i•.. :r.r ? :•s . :,ry' � sr r+' >i :•. w'ar :r>+:{y »1•'F +:os.,s:ji. � :.,.A:.r �Sn..? :.i: .. - r/ i'.:... Q.:>.r L.{ �i'}%.%< r:. ri }::!:.r::.i }S } {vi:t!•`•::;i%: p.: %nh n....:.. r:..:....... .. �e :. :..s. } : {.., { ;.•:•o: :j::.r. r,� /,,.,<,,.y•:/.::: :o..::::i•::4.: •:{4}•4r'4 vrrf. } >: :.. :; .: •:. :}\ i•{.. iC.:. �ti: i% y+.;• �y' S' ,!�j:Y.: { {$'�• # :r::.vS2 }i'}/QS• {O .: :. /: L. ;FF.•i•,{•:... �.: r....',i.. !!fti!r+ 'F :.:.. F.::.,+r: : •Jr• •+} }:y.•.�. r r :S' '.+lr:%. h.F' , :�,. :.....». }.. •. # .k . ;V .. ..Y +, /... iri ., .,�>.. s •• . {+ :•. •,,6? ••� } fr tidt��:<:: li? rliiS: YFi} �.}! r. j; fI., F.,?,: N' Yy;?}. ff.! O{• i.C';> r< ij%•: Gli�.! h...+ i. fi%:•.J; .,.�iY %Y'F.}+!.5� {.!F'lt:ji�� {i {114:. Rework to approved plans, specifications, codes, Use As le, no further work required. Reject, repair to approved requirements. Repair Per: standards, and tolerances. Referred to Engineer of Record for disposition. Submit Approved Submittals To a roved plans & specifications. Inspector: Engineer of Record: Date: Date: is �:� /i ..Wr�• rJ•. •Y: } ! :� 'Rr +r' l `:•.'•.:... r . % . f.:.• :. r.. } : $ : Al9 ?,,� ,(.:6if..<.. {... f,+L,. �y i')'' v;::}:#: ;:j ?: ?r:•.E••;:�?. +4.F•.yt' r•i: �:p. i" } /+�r.• +'n':$,Y.'j+y+,•ii.}::: .,..:t.}�r: ": n:/.sr F ..:::: jLJ: :}: .. {,:. kf;U}u�• hr J,•r'ls'1<. .. Rtr' +no'`'d: {:y,':'n•$:r.: +.C'ri:,j •; 4 }Y }.�.•L:,: f }iS'7 j• �{'' ;{•:C•: :.5:••. >:.,M,.:v i}:•: � ':<.' '. .4�r. ....., ;'h:. n..iin..✓' :. 5..f.it .:{\. A.A.{'Y..:rc/.•}.A n......i... fl.... nr .::.:•:.,�•.h %!::.:!;ii• }':'r: •r: { +•.. ;. ..r }•.}: � %i'•r + ":•...s,.,.,, !:. :.R: t• <':: #$� .. r.£,, . ;: •r ••�; •+ .1:s:s' ?'! -: .Y:.:.4 .C..:S!'.:?•'Y\r / n,,:, +., +'.1N•i.} } % {'!'i'r.' }i•C::.r ,} iir:•'':: %; •.: :: v: / >v. {: r.}: •; •; ?:•;S :i:: • ;;: !%: •., Fi... .I.L.... .i - Ana t. . � < • ':•:Y� `}'+? : > #b} ti h�..�. .. Yr � + jam. ' S.S ?': }+:;v mi`�� C'% Ti >. +. ;r..:::«; � , f..:}. n,, i. v... �.. iv.+ �. J.. f�. �:.'.,}:+ C+:<# n. 4. 2.. n.{. SF•:... r,. YCrir. �l^ r4: ',4f::�Y'i,S'•,:�5'i:.+Ff. ?n.., III Re•Inepectlon Required I l Re- Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) Engineer's Olsrosition is Use As Is) r :, . Rr! }:o` /. n F.. .: y . ; ,., i .:. :::: . : .. ; : .., ..: , .r.. rr,..: .}Y... - •At!.,. r..; .. . ,.: ., . ..: !,r• .:err :x: ::. :. +:. {, ..,. }::;' : ^: {• }' +':r :!:'•:;^:.:: rr .wr.: �. :.iw}r .. $,s ..., \... n.i. .:.: • {.,::::: �•.i. .,..4SS... t.... .:.: .. {,.r: r• }.). .. %!'i4 {:;;iiti: ?;;.wr, v{: ?it!ri \5�:4%�,.:: {::Y.!':•n:, #t :nv+,.. s.. . :n.. F,:: ::•: 4r: • , y -r,...: n•:::... r. r,.c:: a.r 3.•,.r�: :.: a ' .• • '• .► ut • �: � • f• a, .• �. • .t .. :....: ...., r:;<c}rr %•; }:a: a: • • ^::an :a'r';'o 'o +xo} :ti .. ;..•: n.,� s':i'::; >:j }:v � >:::!i >: �: "t %''i }i::C•:;• •: •a .. r} r , h �',:: ....:.... ,. a. �k..•F: •:s .: E:•':rb: �.}:., :u •};..; F. +:r {•::: .. }:: • :. :, {�.j••.. ! }: j5:;jji:j'j'i'r:'ij!jr }. . �, #}.> ..' Yb:F.}.` •Y4:i•r:F'•.li:•:{•j:•:r:. ? •.:': S:f {f•T g:,F.,{. K\# i;.: y O:: y ii,' ; h+:: .a',.•.ib:::•:. tr:L�.:.,.:: w:{e;: Y•,. r%i�'�. s " .....r; �.: :'::.. {. s•fi•: �r}.r,..:•, <, j�'• {•::€4)}, +'s) %yRSr <., : • our � Y r n All Items have been re- inspected and are As of Date: Conforming Non - Conforming this Non - Conformance Is coneiderod closed. Inspector: to approved plane and specifications. Manager: _ + t 1 1 � 1 Bldg. Off. 1 Engineer All repons we considered confidential and we the property 1 Owner 1 Contractor of the Client and Wades Engineering. Reproduction in whole 1 Arch 1 File or In part without the written permission of WEC is forbidden. \f ii 1 , _ , t 'i: }.` 1 1, C Hi" 1” f fa—r•_l.`1`1 E D G E ENGINEERING 20420 840h Ave. S., Kruit, WA 98032 CITY PLAN '.j1i'' i a 1)::f' { .......,_. Materials Inspected: Concrete Resteol Masonry Grout Other Approved Yes Plans on Site?: No El Areas Inspected: Footings Slab on Grade Slob on Deck Columns Beams Walls 1 Other Cast Piles Other sidewalks Specific Location: Elev.: Grid: Sidewalk East side of building ft. Req. Str. Quan. PI.: 20 ordered CY Sample Size: 6 " X 12 " No. of Samples Cast: 4 4000 psi at 28 days. X Cylinders Cubes Client: Address Attn: P.0 Non structural concrete placement, Last cylinders spot checked restool per prior conversation with client. Non- continuious inspection. Ticket 1/322425 Weather: Fair 1 eidg. off. 1 Owner 1 Arch. BEC Seattle, WA 98124 Karl Olson Cyl. No. Date Tested 167a 8/19/91 167b 9/9/91 167c 9/9/91 167d 1 Engineer 1 Contractor 1 Other 3707 MS /4H -07 eet Pti' rfo�trie `d >�'< > < >' >'i ><« >`• > >«; < >s'.e? m'a'r Ago Days 7 28 28 Hold Air Temp. 70 Total Load (Ibs.) 108000 140000 145000 Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Cover Grade Spoo.: Grade Used: 3820 to a Compressive Strength (psi) 4950; 5310+ )' 9 All reports are considered confidential and are the p .oporty� , t' of the Client and Wedge Engineering. Reproduction In whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872 -9454 167c 9102 -041 8/12/91 6498 Jeff Rabe Boeing Caffeteria East Marginal Way West of 9-08 bldg. Slump (inches): 4 " Concrete Temp.: 70 F Cement Content: 5 1/2 sack Max. Size Agg.: 7/8 " Batch Weights: Cement 517 Sand 1250 Gravel 1950 Spacing 60 Sizes Used: 60 Manufacturer: a ►tar >T r or nrma foe. a All items inspected are Conforming Non - Conforming .roved .lans and s wive :• 't"r'een'.' ` °.., . m 8. Cone, Split Shear Cone, Split; 1 Percent Air: % Supplier: Stoneway Mix Design No.: 5501 City Approved Mix ?: Y Water Admixtures Other X ecifioations. Comments napector: Jeff RIabe Monger: A C. Weaver AEA 0.75 cwt 4 NU, SB WEC project # 9102 -04 i September 19,1991 City of Tukwila Building Dept.' 6200 South Center Blvd. Tukwila,WA, 98188 Attn.: , Gary Schenk Gentlemen: Structural Steel Fabrication/ Erection Roofing Soils Reinforced Concrete Re: Final Project Report Caferteria 9 -12 bldg: / D.C. Utiltiy ./ Waterfront Park Project Description : Commercial Construction Project Address : East Marginal Way West of 9 -08 bldg. Permit Number : 6498 This its to certify that in accordance with Section 306(6)3 of the Uniform Building Code, we have provided a special inspection of the following items: These inspections were performed by Special Inspectors, qualified to perform ; these special inspections, or. by Trainees they directly supervised; , . ;Based upon their observations and written reports, _it is our judgement that the. inspected work was performed, to the best of Our knowledge, in accordance with the approved plans, specifications and applicable workmanship . provisions of the Uniform Building Code, ENGINEERING: 20420 84th • Aue S %: Kent, WA 98Q32 (206) 872 -9451 • (206) 872 -9454 - FAX, E G E SU:RAN OrtOi 1` y ∎ :4 ::i • T• �i : }.:C�ii �MMNiiiM.NH <: r Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Materiels Inspected: Concrete Resteel Masonry Grout Other Soil Approved Yes Req. Str. Quan. PI.: Sample Size: "X No. of Samples Cast: Cyl. No. 1 Bldg. Off. 1 Owner 1 Arch. EMI Seattle, WA 98124 Karl Olson Plans on Site?: No Weather: Rain, Showers Date Tested 1 Engineer 1 Contractor 1 Other f itBpaCtions Perlorrrfad `: >'< >;;; Areas inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Specific Location: Elev.: Grid: Power crossing from 999 bldg. SpecirriefiaCiiBt : >;<<;: „ psi at days. CY Cylinders Cubes Ramat On site to evaluate native soils for suitability as backfill. Soil is fine silty soil with occassional organics. Soil might achieve 95% if moisture content can be controlled. Soil is ver moisture sensitive & informed electrical sub contractors it might be difficult to compact, especially if wet. Age Days Air Temp. 50 Total Load ft. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: o '`'ressive`Stron 't{ mp to 0 Compressive Strength (psi) All reports are considered confidential end ere the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872 -9454 006s 9102 -04i Jeff Rabe 4/2/91 Boeing Caffeteria East Marginal Way West of 9-08 bldg. 6498 1401'141011ee0 All Items Inspected are Conforming Non - Conforming roved • lens and • ocificatlons. Comments I nspector: Manager: Jeff Robe C. Weaver N Client: BEC&E Address P.O. Box 3707 MS/4H-07 Attn: Karl Olsen Weather: Showers Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Sample Number Seattle, WA 98124 Specific Location: Grid Line Describe: See below X X 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Air Temp.: 50 p Auger Cast Piles Driven Piles Other Yes Elev. ft. WEC Projec No.: Report No.: Inspector: Date: Pro).Nemv: Site Address: Permit No.: ENGINEERING 20420 84nh Ave. S., Kant, WA 98032 (206) 872-9451 FAX (206) 872-9454 9102-041 Jeff Rabe 4/9/91 Boeing Cafeteria Cafeterie 9-12 bulldlnq/ Waterfront Park .e4eo Ref. Modified Proctor Report No.: Maximum Dry Denslty: Optimum Moisture: Required Compaction: Type: S/N: Location Soil Type Tests Roqu|md Depth :::::::: Location Nuclear Densometer Cone Penetrometer N. interior col. 2 Inter. col. from N. 3 inter. col. from N 4imor. col. from N. u inter. col. from N. s inter. col. from N. N.fuvdnt 20'Wof NE -3' ..1zx4 N.footint 20'E of NW -3' m.foutio,mrvvv,NE -2' ..127.3 Elev. Density (pof) .12o.o ..120.3 Comp. (%) .as ..100 ..96 ..100 ..98 ./me . ..ne ..100 Dial Reading Bearing (psf) Depth Reject All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC Is forbidden. 128 9.9 95 Type: S/N: Calib.: x�v�naxmmmm: a All Items lnspootod ere Conforming to approved plans and specifications. Jeff Rabe Manager: C. Weaver Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen Weather: Fair Areas lnspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Sito?: Specific Location: Grid Lino Describe: perimeter footings Soil T .0 Location C rd. 'ea uired De th Sample Number G5 H Grid 1.3 1.3 1.3 1.3 1.3 1.3 1.3 ..2.0 2.8 2.8 Location G rid BEC &E Seattle, WA 98124 See below Elev. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Aroh. 1 Other p n Auger Cast Piles Driven Piles Other Air Temp.: 45 F Yes Elev. Density (pot) Nuolea Densometer M ( % ) No ft. ain � i+'ct Comp. ( %) WEC Project No.: Report No. : Inspector: Date: Proj. Nome: Site Address: Permit No.: Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Calib.: �talnd... All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872 -9454 9102 -041 01 Os Jeff Rabe 4/10/91 Boeing Cafeteria Cafeteria 9 -12 buildin ..8498 Tests Re 005p 126 9.4 95 Clip itl�A�t'i�ri %'rf% ii ' %'i : :�' ` `Ei > % ° % ? ?i5'•`;i::: ::: Type: S /N: Calib.: 2.6 -3' ..120.0 2 F.8 E.0 -3' -3' -3' ..119.4 ..125.7 ..123.0 C.0 A.5 A.0 -2' -2' -1' ..123.1 ..121.3 ..128.7 D.0 ..8.0 A.8 -1' -1' -2' ..124.9 ..123.7 ..121.9 A.8 -2' ..121.6 6.5 -1.0' ..124.2 ..8.4 95 ..8.3 ..7.4 ..9.5 95 ._100 98 ..6.8 ..5.8 .7.9 98 96 .100 ..6.3 99 ..5.9 98 ..5.8 97 ..7.5 97 ..6.1 98 Cone Penetrometer Dial Reading Bearing (psf) Accept/ Depth Reject All items inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: / Waterfront Park Manager: C. Weaver pcf % Jeff Rabe D G E Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen <`•:V11 iatle l!f:# s ? ?<>E's #; > >': >;'> > >;; > > >;•. >; >s' Weather: Overcast Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Specific Looation: Grid Line East footing Describe: Cafeteria Building Sample Number • 25'N 75'N 45' N 25'N 20'N Approx 20'S A BEC &E Looation SE oorn SE corn SE oorn SE corn SE corn Center NE corn Seattle, WA 98124 Stockpile Stock Ile -3' -3' -2'.5 -2'.5 B.F. B.F. B.F. iepectione Parforrt ed X X B.F.= Bottom of Footing corn= corner be placed over existing grade. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Location ..126.9 ..127.2 —119.1 ..120.1 ..121.3 ..123.1 ..127.3 Air Temp.: 45 F Auger Cast Piles Driven Piles Other Yes © No Elev. :;Sam "I'es Obtoln Elevation note from original grade approx. 18" to Gravel' brown Sand Nuclear Densometer Elev. Density (pof) M/C ( %) Comp. ( %) ..6.7 ..6.8 ..8.3 ..8.2 ..8.3 ..5.8 ..5.7 ft. Black Sand Soil Type c'm "action 6 ..100 ..100 ..95 _95 —96 ..98 ..100 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Calib.: Dial Reading Bearing (pai) ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (208) 872.9451 FAX (206) 872-9454 9102-041 0128 Prootor Jeff Rabe 4/8/91 Cone Penetrometer All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park ..6498 'uiri n e 005p 128 pcf 95 96 tap Tests Re uq ired Verif to . revious • roctor Type: S /N: Calib.: Depth '.;•; � i; : :Gor i l oY rrt an4 e:;oi'V11oiri4.� All Items inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver Depth top 3' no Aooept/ Reject `t'• >!k f Fitt n G 3.5 -1' G.5 ..2.0 -1' G.5 1.3 -1' G.0 1.3 -1' D.0 1.3 -1' B.0 1.3 -1' A.0 1.3 -1' A.8 1.5 -1' A.8 2.3 -1' A.8 2.8 -1' ..128.9' ..130,8' ..125.2' ..128.0' ..124.4 ..126.0' ..121.9 ..121.9 ..127.8' 6.2 ..6.8 ..6.8 ..7.7 ..7.8 ..5.8 94 ..100 96 98 IniEginfiggenne ....... ............................... IIVeat Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Weather: Sunny Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Line See below Desoribe: Perimeter footing. Sample Number .5 Grid Karl Olsen Location Grid X X X 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other in'iepe coons l�erlormeil::i> ��`.; >: Looation Elev. (liar Auger Cast Piles Driven Piles Other Yes Q No Density (pof) ..121.8 Air Temp.: 50 F Elev. 1' below ft. footing size materiel. (130 pcf at 7.9 H20, 20% +314) Relflects maximum density correction for over M/C ( %) ..7.5 Nuclear Deneometer Type: S /N: Calib.: iiiipieeO6toingd Permit No.: �Ofrl "� " "aCt10 Comp. ( %) WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: ...................... q men Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Soil Type Tests Required 0 97 All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 4/11/91 Boeing Cafeteria ..6498 Cone Penetrometer Dial Reading Bearing (psf) Cafeteria 9 -12 building/ Waterfront Park 005p 126 9.4 95 Type: S /N: Calib,: All items inspected are Conforming Non - Conforming to approved plans and specifications. Ell Inspector: Jeff Rabe Manager: C. Weaver Death pcf % Accept/ Depth Reject 1 E G E P Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen Weather: Sunny Seattle, WA 98124 let Air Temp.: 50 F Inopectiene:: Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: X X X Spocifio Location: Grid Line See below Describe: Perimeter footing. erfor.mg Auger Cast Piles Driven Piles Other Yes No Sample Number Soil T Location Location Grid Grid G.5 3.5 G.5 G.5 H.0 E.0 C.0 A.0 A.8 A.8 A.8 approx. 20 %. g. 1 Owner 1 Arch. Elev. Bottom Density (pcf) ..129.0 Elev. Bottom of footing ' gravel content of materials delivered this elevation= ngrneer 1 Contractor 1 Other Maximum density adjustment = 130.0 pof at 7.9% H20. Nuclear Densometer 6.8 99 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: ... ............................... Type: S /N: Calib.: tnlnei M/C ( %) Comp. ( %) Cone Penetrometer Dial Reading :,:Coot otrrrattbe .of >} reports are cons! ere con iaentla an are t e property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872.9451 FAX (206) 872 -9454 9102 -041 013s Jeff Rabe 4/11/91 Boeing Cafeteria Page 2 Cafeteria 9 -12 building/ Waterfront Park ..6498 Type: S /N: Calib.: Tests Required Bearing (paf) 005p 178 9.4 95 Death pof 1.8 1.5 1.3 1.3 1.3 1.3 1.5 of footing Bottom of footing Bottom of ..128.7 6.8 ..131.2 6.8 ..125.5 7.2 ..128.1 7.5 ..126.1 7.3 ..127.2 8.1 ..125.5 6.8 2.2 2.8 Footing__ ..126.6 ..127.0 7.2 7.1 99 ..100 97 98 97 98 98 97 98 Accept/ Depth Reject All items Inspeoted are Conforming Non - Conforming to approved plans and specifications. EN • spec or: a a Manager: C. Weaver Client: Address Attn: Weather: Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Specific Location: Grid Line Describe: Location WMMMMMWMWMONMRW MINENZEMEM ...... ............................... . ............ ............................... Sample Number Tests Re uired De th B.0 F.8 F.8 E.0 2.8 1.5 2.8 ..2.0 of Pit Run" ..127.2 ..126.3 ..125.8 ..127.2 7.2 6.8 6.9 6.8 98 97 97 98 ...... ............................... Location Grid Grid Elev. Density (pcf) M/C ( %) B.0 1.5 Top ..126.5 "1. 4" o ushed rock to be '2. 20% + 3/4" rock correction 130 pcf at 7.9 H2O. 1 Bldg. Off. 1 Owner 1 Arch. BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olsen Sunny Air Temp.: 50 F mpeotione::Pur orm�d .... . ...::....._:_... .............. X Slab subgrade 1 Engineer 1 Contractor 1 Other Auger Cast Piles Driven Piles Other Yes Elev. Nuclear Densometer aced above this elevation. 8.8 97 ft. Soil T . A Hari <<.1te mgt: Comp. ( %) O. RTC i>> i<€ �>€<>< > » < >''si;` > <<: ><:: »: >: ><:: >`::: <� :: >;: >;;:; >; � `:<::: >:<:._:<�« » <: ` °:;`< <: >; > >'•.:<: >:; > >`:; <: WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: ENGINEERING 20420 84th Ave. S„ Kent, WA 98032 (206) 872 -9451 FAX (206) 872 -9454 9102 -041 013s Jeff Rabe 4/11/91 ..6498 Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: :.:.:::.:..::.: Typo: S /N: Calib.: Cone Penetrometer All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Boeing Cafeteria Page 3 Cafeteria 9 -12 building/ Waterfront Park All items inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Raba Manager: C. Weaver 005 126 + •2 poi 9.4 95 ut pii Type: S /N: Calib.: ,._. :: A i1 :.:. d' S2fi`': i2:!;;:;;': iiii; i<% i; > ;ir';ii : ``2;i� Dial Reading Bearing (psf) Depth Reject Accept/ E Client: ® Address G C G Attn: Weather: BEC &E Karl Olsen 1W ath Fair Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Specific Location: Grid Line Line 1 at A to H Describe: Column footings. Soil Type Tests Required Sample Number Grid 1 Location P.O. Box 3707 MS /4H -07 Seattle, WA 98124 X Location 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Yes Air Temp.: 60 F Auger Cast Piles Driven Piles Other Elev. Bottom of footings. ern artiofl Proctor value has been corrected to 130 pc for 20% + 3/4 ". Material as delivered at this elevation. Footings 1•G & 1 -H structural fill has been extended adequately. No ED WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: rn 'lee <O6ti li ei Permit No.: Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Calib.: 'es ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (208) 872-9451 FAX (206) 872.9454 9102 -041 015s All reports are oonsidered con Idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Jeff Rabe 4/12/91 Boeing Cafeteria Page 1 Cafeteria 9 -12 building/ Waterfront Park ..6498 jufreirieii 005p 126" 9.4 95 f Type: S /N: Calib.: G rid A B Elev. Bottom of C Footing D Bottom E of F Footing G Bottom H of Footin Density (pcf) M/C ( %) Comp. ( %) ..129.2 ..127.3 Nuclear Densome er 5.6 7.2 ..127.7 7.1 ..123.2 8.2 ..124.4 6.8 ..130.4 8.1 ..123.4 6.1 ..131.1 8.2 99 98 98 95 96 ..100 95 ..100 Cone Penetrometer Dial Reading Bearing (psf) Aooeptl Reject All items inspected are Conforming Non - Conforming to approved plans and speclfioations. Inspector: Manager: C. Weaver pot o% Jeff Rabe E G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen Weather: Fair Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Specific Location: Grid Line Line 2 B thru G Describe: Interior column footings. Sample Number Soil T •e Tests Required • Location UMMINNaM "nip aotinl"eet De th ummammam Grid 2 C 2 D 2 E 2 F 2 G 2 G.2 Location G rid 1 Bldg. Off. 1 Owner 1 Arch. Seattle, WA 98124 Elev. Bottom of footing Bottom of Footing It 1 Engineer 1 Contractor 1 Other f tip�dti n r m ... Auger Cast Piles Driven Piles Other Density (pof) ..129.6 ..131 1 ..126.5 ..131.1 ..125.5 ..127.5 ..129.2 Footing a line 2 -G.2 was cut into black sand. Contraotors over excavated pit run compacted with vibratory hee pack. Air Temp.: 60 F Yes n Elev. ft. Nuclear Densometer M/C ( %) 6.9 7.2 6.8 8.8 7.2 6.5 8.8 Comp. ( %) ..100 ..100 97 ..100 98 98 99 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: 9102 -041 015s Jeff Rabe 4/12/91 ..6498 Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Calib.: Cone Penetrometer Dial Reading All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction In whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872.9451 FAX (208) 872 -9454 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park j[11}itritli'i Bearing (psf) prifcr(riorjce; a #; (page 2) Type: S /N: Calib.: All items Inspected aro Conforming Non - Conforming Accept/ Depth Reject to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver pof l D G E Y: !.. .A E • R EP , <' Client: BEC &E Address Attn: Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Yes Plans on Site?: No Specific Location: Elev.: Grid: Continuious footing- line 1.2 between A -H column footings on 2 line and footing on 1 line �:$ a insert Weather: Sunny 1 Bldg. Off, 1 Owner 1 Arch. P.O. Box 3707 MS /4H -07 Seattle, WA 98124 : Inspeolloins'iPbfioririe 1 Engineer 1 Contractor 1 Other Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other ft. Air Temp. 54 Report No. : WEC Project No.: Inspector: Date: Proj. Nome: Site Address: Permit No.: ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 0210 9102 -041 Jason Peterson 4/16/91 Boeing Caffeteria East Marginal Way West of 9 -08 bldg. 6498 Cover Grade Speo.: Grade Used: �f;:f3'A1rf fotcln Spacing Sizes Used: 4, 5, 6 Manufacturer: ne All items inspected are Conforming Non - Conforming 0 to ap roved plans ands ecifications. All reports are considered confidential and are the property Inspector: of the Client and Wedge Engineering. Reproduction In whole or in pert without the written permission of WEC is forbidden. Manager; C. Weaver Jason Peterson .......................... Cyl. No. Date Tested Total Load (Ibs.1 Compressive Strentth Irsil Comments ...... ............................... Materials Inspected: Conorete Resteel Masonry Grout Other Approved Plans on Site?: Yes © No Specifio Location: Grid: See below Req. Str. Quan. PI.: Sample Size: s "X No. of Samples Cast: etiliffanif Oki 3000 psi at 40.5 CY 12" 4 <<aierr er Areas Inspected: Footings Slab on Grade Slob on Deck Columns Beams Walls Auger Cast Piles Other Elev.: 28 days. Cylinders Cubes ft. Client: Address Attn: Cyl. No. A B C BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson pecdltsn . tt� .............:...... . Column footings: 1 line at lines A, B, C, D, E, F, G, H, and 2 line at lines B, C, D, E, F, G. Perimeter footings 8'6" East of 1 line from linos A to H. Perimeter footing form A.8 to G.2 line from 1.2 lino to 1.4 line approximately. Faxed copy of mix design on site with preliminary a.. royal. Conformace sub'eot to fianl a.. royal in writing. Weather: Overcast, Cool Air Temp. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: 023o 9102 -041 Jeff Rabe 4/17/91 Boeing Caffeteria East Mar 6498 final Wa West of 9 -08 bld Slump (inches): Conorete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel 3" 58 F 5 1/2 sack 7/8 " Cover Grade Spec.: Grade Used: 517 1440 1950 El Percent Air: Supplier: Stoneway Mix Design No.: 5500 City Approved Mix ?: Y Water Admixtures Other Spacing 250 max 60 Sizes Used: 4,5,6 60 Manufacturer: na ti •1 t'.() fQ g Qf Wf�ik..... E:' :5:'. %i`;:::':r`': # >.`<;':;:: All Items Inspected are Conforming 42 Non - Conforming to a roved lens and specifications. m a Date Tested 4/24/91 5/15/91 Age Days 7 28 Total Load (Ibs.) 128000 177000 Compressive Strength (psi) 4530 6260 Shear Shear Comments 5/15/91 28 180000 6370 Shear D 1 Bldg. Off. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other Hold All reports ore considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. nepector: Manager: C. Weever Jeff Rabe ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872-9451 FAX (206) 872-9454 CY A8 8UEAN P Client: BEC &E Address Attn: Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Yes © No Specific Location: Elev,: Grid: Footings South & East side See below Req. Str. Quan. PI.: Sample Size: 6 " X 12 " No. of Samples Cast: _ Perimeter & column footings between A & B from 1.4 line (approx.) to 3 line. Perimeter & column footin s on 3 line from A.5 (approx) to E line. Entry wall perimeter footing from B.8 to C.5 (approx) column footing for entry at C- 3.3 (approx). Sampled at 10 yards. Ticket #307602 Weather: Overcast 1 BIdg.Olf. 1 Owner 1 Arch. P.O. Box 3707 MS /4H -07 Seattle, WA 98124 1 Engineer 1 Contractor 1 Other 3000 psi at 37 CY 4 Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other na 28 days. Cylinders Cubes ft. Air Temp. 52 Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872.9451 FAX (206) 872.9454 027c 9102 -04i Jeff Rabe 4/22/91 Boeing Caffeteria East Mar 6498 det 3 1/2 " 60 F 5 1/2 sack 7/8 " 517 1440 1950 nal Wa West of 9 -08 bld All items inspected are Conforming Non - Conforming to a••roved •lens and s All reports ere considered confidential end are the property Inspector: Jeff Rabe of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. Manager: C. Weaver Percent Air: na °6 Supplier: Stoneway Mix Design No.: 5500 City Approved Mix ?: Water Admixtures ..0 Other 250 max Spacing 80 Sizes Used: 4,5,6,8 60 Manufacturer: na X "subject to final approval of mix. ecifications. Cyl. No. oni ressfve :8tran Date Tested 4/29/91 5/20/91 5/20/91 Age Days 7 28 28 Hold Total Load (lbs.) 100000 156000 164000 Compressive Strength (psi) 3540 5520 5800 Cone /Split Comments 1 E D G E Client: BEC &E Address Attn: Karl Olson P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Yes © No Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Specific Location: Elev.: ft. Grid: Req. Str. Quan. PI.: Sample Size: 6 "X 12" No. of Samples Cast: _ 3000 psi at 48 CY 28 days. Cylinders Cubes R marks ,.; Mis 5500 has been fully approved mix 5501 Is identical to 5500 except .75 oz. air entrapment admixture Is added per yard. Placed at perimeter & columns footings line 3 from E to F.2 approx. and between 3 + 1.8 between 6 + H. Stem wall line 1.2 between A.8 + G.2 (approx.). Sampled at 27 yards Ticket # 308329 Weather: Cloudy Air Temp. 61 s ve a o a h':«::::><: i><<>>>«>< ii : �' ' ikii'.'•, # �r�i i {i } « "�' >4 "'' Cyl. No. Date Tested 5/3/91 5/28/91 5/28/91 1 81dg. Off. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other Total Load (lbs.) 124000 158000 158500 Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: 9102 -04) Jeff Robe 4/26/91 oe ng a eterae East Marginal Way West of 9-08 bldg. s #r <C'tftiCttl Slump (Inches): _3- Concrete Temp.: 82 Cement Content: Max. Size Agg.: 7/8 Batch Weights: Cement Sand Gravel 5 1/2 sack • Percent Air: % F Supplier: _ Stoneway Mix Design No.: 550 I • City Approved Mix ?: _ 517 Water 240 max. 1280 Admixtures AEA .75 oz 1950 Other {•;::R�)nf tSaCiri' t8..f»>: 3E::.<::: .:;:::;>:::::: s.>'•::;:;:>:; a: :; >i >� ><':<::::: >:: >:::: % >:<::: Cover Grade Spec.: Grade Used: Spacing 80 Sizes Used: 4,5,6 60 Manufacturer: na All items inspected are Conforming Non - Conforming .roved .lens and s. ecifications. Compressive Strensth (•si) All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or in put without the written permission of WEC Is forbidden. Comments Shear Shear /Cone Shear /Cone nepector: Jeff Rabe Manager: C. Weaver ENGINEERING 20420 84th Ave. 5„ Kent, WA 98032 (208) 872-9451 FAX (208) 872-9454 WI E D G E 1 Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen Seattle, WA 98124 Duct Bank -4 Duct Bank -3 Duct Bank -2 Duct Bank -1 ...... ... ........ =•• enter ..136.8 Results are from several days activities. ..92.8 ..19.8 ..90 ..95.3 ..18.9 ..93 ..101.1 ..17.8 ..98 ..97.2 ..17.6 ..94 139 pcf Crushed Rock Accept/ Reject Weather: Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Line Describe: Duct Bank Planting area Sample Number Ineprer flans ::Peformieil <;:<:;< ?<;: > < <? 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Location Auger Cast Piles Driven Piles Other Yes Air Temp.: F Elev. ft. Nuclea Densometer Soil Type Density (poi) M/C ( %) Comp. (*Al WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: Type: S /N: Calib.: mple'e Obtained' All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872-9454 9102 -041 029s Jeff Rabe 4/19/91 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park ..6498 Ref. Modified Proctor Report No.: Maximum Dry Density: ..102.9 pcf Optimum Moisture: ..18.7 Required Compaction: Cone Penetrometer gutp ................ .......... ....... .... . Type: S /N: Calib.: Tests Required Depth mp c on . Vest Depth < C' n >> t All items Inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver D G E Client: Address BEC &E Seattle, WA 98124 Attn: Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Yes No Specific Location: Grid: See below Req. Str. Quan. PI.: Sample Size: 6 "X No, of Samples Cast: Weather: Fair Cyl. No. 34A 34B 34C P.O. Box 3707 MS /4H -07 3000 psi at 19 CY 12 " 1 Bldg. 011. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other 3 Elev.: Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Sampled at 9 yards. Ticket #309275 Mix 5501 Is approved mix #5500 with Approved AEA. 28 days. Cylinders Cubes Walls & stem walls at following locations: between 1 + 3 and A + B except at A.7 from 2 to 15'9" West of 2. Between 6+ H and I+ 3. Wall 6' South of A to a rox. A.8 and G.2 to a . rox. 6' North of H on line 8 1/2" East of 1 line. ft. Air Temp. 64 All reports are considered confidential end are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872 -9454 Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: tie Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel u Cover Grade Speo.: Grade Used: 4530 5820 8220 111 034c 9102 -041 Jeff Rabe Boeing Caffeteria 3" 60 F 5 1/2 sack 7/8 " s':' on ormence..o Way West of 9-08 bldg. East Marginal y . q 5/3/91 6498 517 1950 1440 Percent Air: 4 % Supplier: Stoneway Mix Design No.: 5501 City Approved Mix ?: Water Admixtures AEA .75 oz. /100 Other rif OtCifi i'`: StA9 ::::.::::::........... .... ............................... 60 60 Shear Shear Cone Inspector: Spacing Sizes Used: Manufacturer: na All items inspected are Conforming Non - Conforming ..................... . ... to a proved laps ands eciflcations. Compressive Strength (psi) Comments Jeff Rabe Manager: C. Weaver 4.5 Date Tested 5/10/91 5/31/91 5/31/91 Age Days 7 28 28 Total Load (lbs.) 128000 188000 176000 :if {Yi:' �: iii?^ i?: ri:•i:ti3iii:•ih:•�i:•'.��i >iji: J$i:' t D G E Client: Attn: BEC &E Address P.O. Box 3707 MS /4H -07 Materials Inspected: Concrete Resteel Masonry Grout Other Karl Olson Approved Plans on Site?: Yea © No Specific Location: Grid: S :ttoi Mdhe> C Req. Str. Quan. Pl.: Sample Size: 6 "X No, of Samples Cast: Stem walla line 2.8 to line 3 from A.2 to G.5 (approx). 3' high wall per detail 2 page S -5 above top f slab are not part of this placement. Attended meeting In morning underground. under round. Asked clarification on specs. Sampled at 10 yards. Ticket #304778 Weather: Cyl. No. 037A 037B 037C 037D 1 BIdg. Off. 1 Owner 1 Arch. Seattle, WA 98124 Overcast 3000 psi at 12 CY Date Tested 5/15/91 6/5/91 6/5/91 1 Engineer 1 Contractor 1 Other 12" See Below 4 Age Days 7 28 28 Hold Areas lnspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Elev.: Ell 28 days, Cylinders Cubes Air Temp. Total Load (lbs.) 116000 159500 150500 ft. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grado Spec.: Grado Used: .. ............................... Compressive Strength (psi) 4100 5620 5320 All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872 -9454 037c 9102 -041 Jeff Rabe 5/8/91 Boeing Caffateria East Marginal Way West of 9 -08 bldg. 6498 Gee 3 1/2 " 61 F 5 1/2 sack 7/8 " 517 1250 1950 riforCtn 60 60 titittitittV All Items Inspected are Conforming Non - Conforming to a • • roved • lens and s • eolfloatlons. pro`oeti a S treng t Shear Shear Shear Inspector: Manager: Percent Air: 4.2 Supplier: Stoneway Mix Design No.: 5501 City Approved Mix?: Y Water Admixtures Other Spacing Sizes Used: Manufacturer: no Comments Jeff Rabe C. Weaver 240 max. AEA 0.75 %/100 4. 5 t D G E . 1; $Uf3Af Client: Address Attn: Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Yes n No Specific Location: Grid: See Below maitridri's; Req. Str. Quan. PI.: Sample Size: 6 " X 12 " No. of Samples Cast: _ Walls per RFI #18/C -12 Bent hers at East wall moved during placement supt. said he would pull away from form while finishing 220 + changes to plans at this time Karl Olson said ell changes being drawn Into new plans, WEC should get by Firday #1 detail 5 A -20 chage to drill anchor bolts per RFI #53 approval subject to architect written approval change. Ticket #310809 1st truck 45 minutes latel Weather: Fair Cyl. No. 41A 41B 41C 41D 1 Bldg. Off. 1 Owner 1 Arch. BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Dote Tested 5/22/91 6/12/91 6/12/91 1 Engineer 1 Contractor 1 Other Ell Ell 3000 psi at 14.5 CY 4 Ago Days 7 28 28 Hold Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Elev.: 28 days. Cylinders Cubes Air Temp. 60 to a.•roved .lens and s•ecifications. ::::::::;: is �::::: ::::: � ::i::::::;ii �:;:;;:i:;;:;:r`::;:F:::;::;::; ::;: >� <::<:;;�:.;;; � •:;: >; >:; >• :<»>::;:;::::; i::::::; >;:::: .... Co fat n t <:>:::::;::»:: s:<:>:>;:>;:»;::::> �::::::<:::;::;>:::>:: s::> s::>::;:>::>;:>;::.;.:;.;::>;:•;:•;::•::.;;;::::•::<:;:::;<:•<;. ;• ::..::.:..:..:.:. :::,.,...,,. Total Load (lbs.) 124200 165000 160000 ft. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spoo.: Grade Used: All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. 5., Kent, WA 98032 (206) 872 -9451 FAX (206) 872 -9454 041c 9102 -041 Jeff Rabe 5/15/91 :............ ............................... Boeing Caffetena East Marginal Way West of 9 -08 bldg. 8498 4" 62 F 5 1/2 sack 7/8 " 517 1250 1950 60 60 Percent Air: 4.4 Supplier: Stoneway Mix Design No.: 5501 City Approved Mix?: Y Water 240 max. Admixtures AEA .75oz. Other Spacing Sizes Used: Manufacturer: 3,4,5 na Compressive Strength (psi) 4390 5840 5680 ar' Ofri10rrCfizQ All Items inspected are Conforming Non - Conforming Cone Cone Shear Inspec Manager: ... ............................... Comments Jeff Rabe C. Weever * subject to 1/1 in remarks. r 1 1 E Client: Address P.O. Box 3707 MS /4H -07 G C G Attn: Karl Olsen Weather: BEC &E Areas inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Specific Location: Grid Line Describe: Sample Number Location Grid Grid 30'W MH1 30'W MH1 5'N MH1 25'E MH2 5'N MH1 5'W MH2 5'W MH2 1 Bldg. Off. 1 Owner 1 Arch. Seattle, WA 98124 Fair 'iniapaetlonir: Pe�tormi3l<< na See below -4' Elev. -1.5' -4.5' •4.0' -1' -3' 1 Engineer 1 Contractor 1 Other Location mar Auger Cast Piles Driven Piles Other Density (pcf) ..135.0 ..138.4 ..135.7 ..132.3 138,0 ..119.1 Yes Elev. ..145.4 9 Existing soils removed & replaced with pit run from Lloyds Fed. Way pit & compacted In lifts with hoe pack H2O close to optimum. iSIG IF?.Cy< Air Temp.: 60 F Cttl at:t d Utiltiy Trench Backfill No ft. Nuclea Densome er M/C (%) ..6.4 ..97 ..7.8 ..7.4 ..8.8 ..7.5 ..7.3 ..5.83 >aie uiris':. en Soil Type Comp. ( %) _99.7 ..97.8 ..95.3 ..99.4 ..85.8 ..100 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: Type: S /N: S /N: Calib.: Calib.: MOV Retest OK Retest OK All reports aro considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S„ Kent, WA 98032 (206) 872 -9451 FAX (206) 872.9454 9102-041 046s Jeff Rabe 5/18/91 ..6498 Cone Penetrometer Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park ..138.8 ..5.33 Tests Re uired Depth WgiUMMWM Accept/ Depth Reject Reject Acce pcf ................... n o Inspector: Manager: All items inspected are Conforming Non - Conforming to approved plans and specifications. Jeff Rabe C. Weaver i. w E D G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen Weather: Overcast Areas lnspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Specific Location: Grid Line Describe: Seattle, WA 98124 Sewer Line See Below Auger Cast Piles Driven Piles Other Air Temp.: 60 F Elev. ft. Sample Number om inn Location Grid Grid Elev. Nuclear Denaome er Density (pcf) M/C ( %) Comp. ( %) 100'W 110'W 150'W 180'W 180'W Location ..133.2 ..143.4 .133.1 ..135.7 ..138.6 Soil T .0 ..5.97 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: 9102 -041 Jeff Rabe 5/20/91 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park ..8498 ::.:: tYiiiiiiii;i ?ziii >aiii iii' iii > ii` irii <'i`iiii .................:::: :. ur ......................... Ref. Modified Proctor Report No.: Maximum Dry Density: ..138.8 pof Optimum Moisture: % Required Compaction: 95 % Type: Type: S /N: S /N: Calib.: Calib.: ..95.9 ..97.8 ..100 Tests Required Cone Penetrometer 2" Rooks *1 Depth Accept/ Reject emarke '1 Gradation of pit run varies somewhat at this test writer noted moderate quanities of approx. 2" gravel. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 All Items Inspected are Conforming Non - Conforming to approved plans and specifications. ing Inspector: Jeff Rabe Manager: C. Weaver w E D G E l P. Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen Weather: Fair Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Line Describe: Sample Number Inepections<Perlormed BEC &E Seattle, WA 98124 ::'::Weatlii3i H2O line backfill 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Auger Cast Piles Driven Piles Other Location Remarks Shallow t ench, only slight rows & undermining of asphalt at time of site visit. Air Temp.: 60 F Yes © No Elev. ft. Sem.lee Obtained sci WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: Type: S /N: Calib.: All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 9102 -04i 052s Jeff Rabe Boein. Cafeteria Cafeteria 9 -12 building/ Waterfront Park ..6498 Ref. Modified Proctor Report No.: Maximum Dry Density: 139 pcf Optimum Moisture: % Required Compaction: 5/21/91 Soil Type Testa Required Location 65' E 100' E 10' W MH3 MH3 MH2 Elev. Nuclear Densometer Density (pcf) ..135.3 ..135.5 ..139.9 M/ ( %) Comp. ( %) ..97.5 ..96.2 ..99.4 Cone Penetrometer Depth Accept/ Reject Accept Acca•t nt o rMa ri Ce n t< Type: S /N: Calib.: All items inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: 95 % Jeff Rabe Depth Manager: C. Weaver C t D G E BEC &E Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Yes 1311 No Specific Location: Elev.: Grid: Light standard footing Req. Str. Quan. PI.: Sample Size: 8 "X No. of Samples Cast: Ticket #311549 2 yards Weather: Seattle, WA 98124 � �fi9�8Ce1oriis 3000 psi at 2 CY 12 • • rn : reeei Cyl. No. Date Tested 053A 5/28/91 053B 8/18/91 053C 6/18/91 053D 1 Bldg, 011. 1 owner 1 Arch. 1 Engineer 1 Contractor 1 other Fair 4 mar Age Days 7 28 28 Hold Areas inspected: Footings Slab on Grade Slab on Dock Columns Beams Walls Auger Cast Piles Other 28 days. Cylinders Cubes Air Temp. 80 Total Load (Ibs.) 119000 176000 167000 ft. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: 4210 6190 5910 to 8 Compressive Strength (psi) All reports are considered confidential and are the property of the Client end Wedge Engineering. Reproduction In whole or in pert without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872.9451 FAX (206) 872.9454 053o 9102 -041 Jeff Rabe 5/21/91 6498 3" 62 F 5 1/2 sack 7/8 " 517 1440 1950 on iirtn'tno 'a Shear Shear Boeing Caffeteria East Marginal Way West of 9-08 bldg. All items inspected are Conforming Non - Conforming • roved lens and s • ecificatlons. Shear /Cone Inspector: Manager: Percent Air: na o/6 Supplier: Stoneway Mix Design No.: 5500 City Approved Mix ?: Y Water Admixtures Other Spacing Sizes Used: Manufacturer: Comments Jeff Rabe C. Weaver 250 max. 3,4,5 na t iii? isi; �: i: i;;' i:::::::'. i'{ •3ip:;.' ^ :•f•`::.E %;6i;., . 11'fk19 ?3'`iri %' 'rr3k`e >ii �k ?; >ii �i%5r ° .2ii: ij <<r::+iiijj }:{ �ii::'.ii"::•:j v:: i::i:'S �::`v;::::� 1)iii'•`i ?; ° i; : �: j;£r > }:i:ii sir 'iiiiiiiiii•.': ;' o •. ... ... ... .. . ::•...::..i...::.:...:. ::: ..: v •:' r.::.i'. :.:.i. :: • }'. :.::.. �:..i \:•i::•i } . :: ' .:: : } }:::ry:::} i ?' •" :: :4•4 i }i: ?: . ?; } } } : }:::•:: r.v. i Client: BEC &E Report No. : 054n WEC Projeot No.: 9102-041 Address: P.O. Box 3707 MS /4H -07 Inspector: Jeff Rabe Seattle, WA 98124 Date: 5/17/91 Permit No.: 6498 Proj. Name: Boeing Caffeteria & Utility .. .. .;: >R . .. >: < > <::. : ::: .;:• };i: }: :?• ?: � : 4 ;: .... m . :: : Contrary to the requirement: 10:00 AM First truok Code Seo. /Para: Toad of proposed fill was not same material approved X Standard WSDOT Sec. /Para: 9-03.12 (1) for use as was submitted on 3/11/91. X Spec. Seo.0222i Sea. /Para: 2.02 The rejected material was tan very fine s(y sand X Drawing A -C4, C -C4 Detail No.: A & C pg. C4 to sandy silt & did not meet specifications. The equirement states in part: Class A backfill _ Bank run gravel. Inspector's Signature: Jeff Rabe :..::.. .:. .... ...:........::.. �:: :: •:. �: •,:.. }; .•::• } v.:.:.; . } i } }iii is vii}: :Y : : ::: i ' :•::. };•i;•; }:; }::i :i ?.Y i;•:::::; •.•.;?:. • :.; v::. •::::: •.: �:. : }:•: •: :.:. �.::• •::•: }:• • 'r:.: •: i:i:. •: i::::::':•; •.. : :..:...: :.:..:.:::' .. :.:.: ...::.:: • ::..; :::::.:'• : ii:, ! i'.: i } vi •i }: }:: 8 .:., �:.?.:.< :::::..:..::.::.:::.;::.:.:,::::•::::::i.:::;:.:.;:::.:>.•;<:;;..<• •.�i.•;.,.•::;. :,::i:.;:..D � " : i l oqi[`<:<.>'` i'': i >':.M.:. .:. ..................... .....r.:......:................ El Rework to approved plans, speoifioations, codes, standards, and tolerances, n Referred to Engineer of Record for disposition. E X - 1 Submit Approved Materials Karl Olson, Boeing projeot manager was notified. Material Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: _ was rejeotod & to be removed from site. Engineer of Record: Inspector: Jeff Rabe Date: Date: 5/17/91 .... ... ... ......... ........... ,......... ......... ...... p od .............................................. ...•........................... ,....... ........._....... , X Re- Inspection Required Re- Inspection Not Required (Re- Inspection always required unless Engineer's Dis•ositlon is Use As Is) (Engineer's disposition is Use As 18) . >i }:.. . } ' .;:. ::::::::. :.: n rm n� of fte.l pe .t W k i:?:;.. ;: >,: > :.. :.::::. ::: r: r.. r:: . ?; >. >•:. } > .: ? : . i : :.i:.::..::r: ..... , g Class A pit run has been submitted & accepted as suitable. All items have been re- inspeoted and are As of Date: 5/20/91 X Conforming Non - Conforming this Non- Conformanoe is considered oloeed. Inspector: Jeff Rabe • to approved plans and specifications. Manager: C. Weaver 1 OIdg. Olf. 1 Engineer All reports are considered con identiei and ore the property 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction In whole 1 Arch 1 File or In pert without the written permission of WEC Is forbidden. W E D G E L 1 ENGINEERING 20420 84th Ave, S., Kent, WA 98032 (206) 872-9451 FAX (206) 872 -9454 1 e W E D G E Client: Address: Permit No.: X X X BEC &E The equirement states in part: Class A beckfill. Bank run gravel. 1 Bldg. Off. 1 Owner 1 Arch Date: 5/17/91 • P.O. Box 3707 MS /4H -07 Seattle, WA 98124 8498 ............ m .:.5:555 :5; Code See./Para: Standard WSDOT Seo. /Para: 9.03.12 (1) Spec. Sec.02221 Sec. /Para: 2.02 Drawing A -C4, C -C4 Detail No.: A +C pg.C4 Fl R • ework to approved plans, specifications, codes, standards, and tolerances. El R • eferred to Engineer of Record for disposition. Submit Approved Submittals Karl Olson Boeing project manager was notified & soils was not allowed to be delivered. Inspector: Jeff Rabe Re- Inspection Required (Re- Inspection always required unless Engineer's Disposition is Use As Is) n m e t1t F1 I p eta . Class A pit run has been submitted & accepted as suitable. All Items have been re- inspooted and are 1 Engineer 1 Contractor 1 File w. NON O ORMA Conforming Non - Conforming to approved plans and specifications. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Engineer of Record: Date: All reports are considered con Identiol and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave, S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 055n 9102 -041 Jeff Rabe 5/17/91 Boeing Caffeteria & Utilities Contrary to the requirement: 11:30 AM Second truck load of proposed fill was rejected. Material was excessively silty. (Grey Silty Sand with gravel). Material was not the same as originally submitted for this use. Inspector's Signature: Jeff Robe Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: As of Date: 5/20/91 this Non - Conformance is considered closed. Inspector: Jeff Rabe :::.::.: :.555..... ...... r .. ..................:. ..:.:.::.�....5:.: . . .. �:n ... .....::::::::: u:::; •::::::: :: .....: v:::• ::: ; :::.:555:;•: i....:. n .......:.: r. • :: ::::: :::.::: 4: ^: ;; ^:;•: ::.5':.: i'r:: r.lr:::.5': } ::i ;45:tY,.;:•: : :: <:::ii::::ri5ii5: ns a an: �<;::;::«:::>:<: �:::«:::>:<><:;::>: r<:::;< ;::<::< :•,::•5:<•:::::::::;.;.: .............:... FT Re- Inspection Not Required (Engineer's disposition is Use As Is) ...:... :. ::::::::::::.;: :.5 5,;.:: x.5 55•:: :..... .. . .5: :•. .�.5 1 � Manager: Weaver E D G E " 00.0 N: G>»> of Yr Client: Address: Permit No.: Code Sec./Pare: Standard Seo. /Para: Spec. Sec.02221 Sec. /Para: pp. 5 para. 3.0212.3 Drawing A & C Detail No.: page C -4 The equiremont states in part: 95% compaction. Drawing shows trench angled to repose to preventoaving Sec. 02221 paragraph D.3 "Protect structures utilities sidewalks pavements & other structures from under mining n Rework to approved plans, specifications, nodes, standards, and tolerances. ED Referred to Engineer of Record for disposition. Submit Approved Submittals . ..:::4i'l..i:: {. ?:i;i:: {:; v:• {F..:ti `:� •4: ?` +; ^i;:i :i;iC' +4::;:: v: i:::i.i:ii:•: y;'S':i >: }:i; .};{ i•n'`$' ?;: }: ti•.L• ` ;: ?:�•'.: v {i'r,. t e• tii:::::::: i ::::�:::i�i�: {.:::.::C4i }::ii:: iii' ��X:: ii:::: is�:;:::: i:J:::: j: SC::: i�i:<:: v::::. i{ ?:::::ji:I,.:i;i:'::v:�::i:: {:W is Re- Inspection Not Required (Engineer's disposition is Use As Is) 1 Bldg. Off. 1 Owner 1 Arch BEC &E Inspector: Jeff Rabe Date: 5/18/91 P.O. Box 3707 MS /4H -07 Seattle, WA 98124 8498 �iulrettitei (Re-Inspection always required unless Engineer's Disposition Is Use As Is) e?Inspeos ormonceio <' 1 Engineer 1 Contractor 1 File All items have been re•inopected and are Conforming Non-Conforming to approved plans and specifioations, Report No. : WEC Projeot No.: Inspector: Inspector's Signature: sposltlort Engineer of Record: Date: All reports are considered con Idential and Ire the property of tha Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC le forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872 -9454 056n 9102 -041 Jeff Rabe Date: 5/18/91 Proj. Name: Boeing Caffeteria & Utilities Ntits.irdnt Y.tttln n ....:.. Contrary to the requirement: Severe caving of shifting sends has undermined asphalt paving up to 3' on either side of trench saw cut. Specs require 95% compaction in all materiel replaced during trench operations & to protect pavement from under mining. As of Jeff Rabe Use As Is, no further work required. Reject, repair to approved requirements. Repair Par: • Date: this Non - Conformance is considered closed. Inspeotor: Manager: P t K E D G E X Client: Address: Permit No.: 1 Oldg. Off. 1 Owner 1 Arch BEC &E Code Standard Spec. Soo.02221 Drawing The equirement states in part: P.0, Box 3707 MS /4H -07 Seattle, WA 98124 6498 "Pro ect....pavements....from under mining." E l S • ubmit Approved Submittals Inspector: Jeff Rabe Date: 5/20/91 n Re- Inspection Required (Re- Inspection always required unless Engineer's Dis.osition is Use As Is) on rmanc ofi.Re In ersttid:Wa k. All items have been re- inspected and are Conforming Non - Conforming to approved plans and specifications. 1 Engineer 1 Contactor 1 File f Sec. /Para: Sec. /Para: Sec. /Para: Detail No.: D.3 f,..4 lA Nt~1 Report No. : WEC Project No.: Inspector: :: Goth fart....... ..:•''>:.......:. .............. Nan.0 tc n Rework to approved plans, specifications, nodes, standards, and tolerances. Ei R • eferred to Engineer of Record for disposition. feat 'eti ar Date: Proj. Name: recompaoted. Inspector's Signature: Engineer of Record: Date: All reports are considered con Idential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC la forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872-9451 FAX (206) 872 -9454 057n 9102 -041 Jeff Rabe 5/20/91 Boeing Caffeteria & Utilities II Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: El Re- Inspection Not Required (Engineer's disposition is Use As Is) Jeff Rabe Contrary to the requirement: Shifty sands have caused voids under pavement that are Impossible to fully fill and compact. Pavement will robabl have to be saw cut u to several feet & removed before voids can be filled & Data: this Non - Conformance is considered closed. Inspector: Manager: w E D G E ................. MUOMONWO Spot checked .. ............................... Elev. Density (pcf) ..135.2 ..133.8 mmEim M/C ( %) Comp. ( %) :............................ Trench Is about 3 to 3 1/2' deep Client: Address P.O. Box 3707 MS /4H -07 Attn: BEC &E Weather: Fair Areas Inspected: Continuous Footings Spread Footings Slab on Grade Specific Location: Grid Line Describe: Sample Number Seattle, WA 98124 Karl Olsen 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other :<'. >Inspeefi'ons`t ?erliirmed Auger Cast Piles Driven Piles Other Approved Plans on Site?: Yes Trench backfill H2O line Looation Air Temp.: 55 F Elev. ft. S Cam" notion' Location Nuclea Densometer Soil Type WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Type: S /N: Calib.: ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (208) 872.9454 059s All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. 9102 -04i Jeff Rabe 5/22/91 Permit No.: ..6498 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park < � < >;: >:::;• >:s•:ra• :. R q r men Ref. Modified Proctor Report No.: Maximum Dry Density: ..138.8 pcf Optimum Moisture: % Required Compaction: 95 % q pm Type: S /N: Calib.: melee Ob #olrisd Tests Required De th ;E < ?i5`: %' �`:SS >::i2;:r:'5r ?'!:�':`�'.2�` �:I'•:�i'•5. %; Cone Penetrometer Accept/ Depth Reject orkY ..... All Items inspected a e Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver E G E .........: ................. rao;Qdura Spe�a� equaH ijed ... ............ ............................ bove r u t bo a{ pray riot to th Mart of tal a :• o��l`llf► sett: c�•.;::::: >:::Y::: <:::; < .:$. >.'.: <: #;«:;. l a t <To e Client: BEC &E Address P.O. Box 3707 MS/4H-07 1 Bldg. off. 1 Owner 1 Arch. Seattle, WA 98124 Attn: Kaarl Olsen ubiif o ors;:>;> <' >; > >;; > ?;<:`:s;<>; >;: >?< > ><<< i i 1 Engineer 1 Contractor 1 Other Coati Dispatched this date for inspection of structural steel fabrication. Informed by Dan Weaver of WEC that the sho does not have on site a..roved drawines. WEC Project No.: Report No.: Inspector: Dote: Permit No.: Proj. Name: Fabricator: All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is f orbidden. ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872.9451 FAX (206) 872-9454 9102.04i 061f Bryan Koehmstedt 5/23/91 ..6498 Boein Caffetoria a All Item inspected are Conforming r= Non - Conforming to approved plans and specifications. Inspector: Manager: C. Weaver >C' of Bryan Koehmstedt E G E Client: Address Attn: BEC &E Utilt( Material Steel Steel Steel Steel el Steel Type A36 A500 Grade B CMTR Yes /No no no CC Yes /No Weld Procedure Specification: Prequalified Weldor Certification: WABO Other: Shop Drawings Approved?: P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Kaarl Olsen Ell ........ ...... .iCo et)n` Yes Qualified AWS Note: All of the above must be approved and aooepted prior to the start of fabrication. 0 Drawing #7 rev 1 1 Bldg. off. 1 owner 1 Arch. acceptable as per AWS D1.1 -90. 1 Engineer 1 Contractor 1 other tYltir Shop drawings are approved and all welds are CMTRS will be submitted to WEC when they arrive. WEC Project No.: Report No.: Inspector: Date: Permit No.: Proj, Name: Fabricator: Material Tolerance: A -6 Other Fit -up: AWS Other Holes: Sub - Punohed Punched Drilled Welds: Assembly Tolerances: AWS Other: M reports aro considered con identlal and are the property of the Client and Wedge Engineering, Reproduction In whole or In put without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872.9451 FAX (208) 872-9454 9102-041 062f Dan Weaver 5/23/91 ..6498 Boeing Caffeteria Diameters: 5/8 by 2" Fillet Partial Penetration Complete Penetration Inspector: Manager: Q Gage Centers GOL AISC ._.._ u.: u.. � All item inspeoted are Conforming Q Non-Conforming to approved plans and specifications. Dsn Weever C. Weaver Ell 7m 16gty 7p 8gty t<:Fii' + ii::f: i!r •'i' �i >ii:::ry::ii: >i'•::::: Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson .............. .....:........:.........:..:... Material Grade CMTR Yes /No CC Yes /No Steel Steel Steel Welder Certification: WABO Other: Shop Drawings Approved?: Steel }:::.:::., ::":.>..::::... �.} :. >•:<:::::::..:.:::::;•, :> Steel Weld Procedure Specification: Prequalified j X j Qualified ................ Note: All of the above must be approved and accepted prior to the start of fabrication. No CMTR's have been submitted to WEC as of this date. All weldins is aooe•table as .er AWSD1.1 -90. 1 Bldg. Off, 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other WEC Project No.: 9102 -041 Report No.: 083f Inspector: Date: Permit No.: Proj. Name: Fabricator: Dan Weaver ..8498 Booing Caffeteria Blue Chip Steel .. ........... .......................::':f'leciyq :e* ?;is.'`'f`%:tis' >:'•ii; rr ii %iii>t #E`••`:'ii'% >ii% Material Tolerance: Fit -up: Holes: Welds: Sub - Punched Punched Drilled Diameters: 15/18 Assembly Tolerances: AWS Other: .......... ............................... A -6 Other AWS Other Fillet Partial Penetration Complete Penetration Gage Centers GOL All Item Inspeoted are Conforming Non - Conforming to approved plans and specifications. All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or in part without the written permission of WEC is forbidden. MOMMOMWM INIfffigging ::'ri;:::3�r ............................ :iii';•; <? : } : fir >:•: •:� ?• }:. } • : iio: ............... I nggiggin MINFONER NINIMEN Inspector: Meneger: Dan Weever C. Weaver ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 e C TI Rework to approved plans, specifications, codes, standards, and tolerances. n Referred to Engineer of Record for disposition. El Submit Approved Submittals E D G E Client: Address: Permit No.: 1 Bldg. Off. 1 Owner 1 Arch BEC &E Date: 5/15/91 Inspector: Jeff Rabe P.O. Box 3707 MS /4H -07 Seattle, WA 98124 6498 1 Engineer 1 Contractor 1 File Code Standard Speo. Sec.0221 Drawing The equirement states In part: Protoot structure... from undermine Sec. /Para: Sec. /Para: Sec. /Para: Detail No.: Re- Inspection Required (Re- Inspection always required unless Engineer's Dia.osition is Use As Is) to approved plans and specifications. D.3 All items have been re- inspected and are Conforming Non-Conforming Report No. : WEC Project No.: Inspector: Date: Proj. Name: "''fJ bft.t76f#fptfrtltt tr'cri itititti' s'•<:`:: »::: < > <:::. < .::.. ......... Engineer of Record: Date: :.::.::::^:: y:> s:: i:•:: y:>:;< s:: x; a:;> :•>:•>:: a:•::.: u; c::<;< .::•S:::i::a:i:• >: .;:•iii:p »:•i .. ;....:•::: ;i.v.:......: i} i:•i: ;: +:: i.::'i: i:' : i::;':::•i;;ti ; i; ;!' {:.ii: i; ii:L•; e i:y: i;i::y,: �::•: iii::<U.::•ii:' �:h: ;: •:::.:.:.: �:i:i;ii:i;: iii:i'iii::Aii<; •i:: J.i „ 'r:: ;L:!•: i':::: :•i y i {r::.:::i i i;•:i'r:i:i': }i:•:{:•ii::: i::<:iiii;:•ih::'vy: ;2p::•: 1R : :: ^' li:i•ii:•i:•i:'ii�: , ...:..... ................... .. .... ....:..... o.... ns a an':::::::.........................:..::::.::;:..;;:;<::<::::::. �::.:::.:;::::::, �.:::: .•::.:.�::.::;::;.�:.�:..,::.:: All reports are considered con Identlal and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872 -9454 066n 9102 -041 Jeff Rabe 5/15/91 • Re- Inspection Not Required (Engineer's disposition is Use As Is) Boeing Caffeteria & Utilities Contrary to the requirement: Plumbers have under mined footin.s In several places with pipe trenohs. Inspector's Signature: Jeff Rabe Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: As of Date: this Non•Conformanoe Is considered closed. Inspector: Manager: F Client: Address P.O. Box 3707 MS /4H -07 Attn: BEC &E Seattle, WA 98124 Karl Olson u f A36 A500 ■ Material Type Steel Steel Steel Steel Steel Weld Procedure Specification: t ci Prequalified Fri 1 Welder Certification: WABO Other: EN Shop Drawings Approved?: Yes Note: All of the above must be approved and accepted prior to the start of fabrication. Coatings: Milloge Verified MIIlage Faying Surfaces Coated Yes No X Field Welds Coated w/l 2" Yes No Load Out: Damage tube and not painting that area. 1 Bldg. Off. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other Grade CMTR CC Yes /No Yes /No Accept Qualified AWS u•u No Yes ) t I No ..001 thousandths No CMTR have been submitted to WEC as of this date. The fabricator is writing the Heat numbers on the A500 X WEC Project No.: Report No.: Inspector: Date: Permit No.: Proj. Name: Fabricator: Material Tolerance: Fit -up: Holes: Welds: Sub-Punched Punched Drilled Assembly Tolerances: AWS Other: All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In put without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872 -9451 FAX (206) 872 -9454 9102 -041 087f Dan Weaver §f3RiR1 A -6 Other Diameters: 15/18 ..6498 Boeing Caffeteria Blue Chip Steel AWS Other Fillet Partial Penetration Complete Penetration ... ............. ;:<:;•::.;•;:: ;:;•;:•:•;:<•;:: .;:•;:.;:•:: > orm6lnca: >:::a #::> All item inspected are Conforming © Non - Conforming to approved plans and specifications. M :arks bie••'peti Gage Centers G OL 2A 2•t 1PL 2qty 6A 6B 6D 2C 5F 2D Inspector: AISC Dan Weaver Manager: C. Weaver NNW Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Seattle, WA 98124 Karl Olson Material Steel Steel Steel Steel Steel Type A36 A500 Grade CMTR CC Yes /No Yes /No No B No Weld Procedure Specification: Prequalified LEI I Welder Certification: WABO Other: Shop Drawings Approved?: Yes Qualified AWS Note: All of the above must be approved and accepted prior to the start of fabrication. No Mar Full penetration welds on piece marks 38X 2qty & 17F 2 qty & 3B -r, 3B -I, will require ultrasonic examination at time of completion. 1 Bldg. Off. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other WEC Project No.: 9102.04i Report No.: 068f Inspector: Dan Weaver Date: 5/28/91 Permit No.: ..8498 Proj. Name: Boeing Caffeteria Fabricator: Blue Chip Steel ' I Tolerance: :'s: >.ti: M aten-8 a A Other Fit -up: AWS Other Holes: Sub - Punched Punched Drilled Diameters: 15/18 Welds: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or in port without the written permission of WEC le forbidden. X Inspector: Manager: Gage Centers GOL AISC All item Inspected are Conforming © Non - Conforming to approved plans and specifications. oF.!11: antr e::;• A. l:< ':; >wii#if > ? > ><; >�:`..�.�. $..ya....�:..:•: Ink Eglifitaigl Em i i:tio:%.4.1 . .::... , :";; Dan Weaver C. Weaver ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (208) 872-9454 f041) Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Seattle, WA 98124 Karl Olson Weld Procedure Specification: Prequalified Welder Certification: WABO Other: Shop Drawings Approved?: Yes 1 Bldg. 011. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other tliflaatiorig;<.;. >:',• >• `''' >' >< : >::::: >: > ^:y Material Steel Steel Steel Steel Steel Type A38 A500 Grade B CMTR Yes /No Yes Yes CC Yes /No fl matktl ... Qualified AWS Non - destructive examination was performed on Note: All of the above must be approved and accepted prior to the start of fabrication, ace marks 38X, 2B -r, 3B -I, 17F. See UE resort for the results. All welding is acceptable as per AWSD1.1.90. Drawing # 3 thru 17. Rev 1 & 2. No WEC Project No.: Report No.: Inspector: Date: Permit No.: Proj. Name: Fabrioator: :;::: •::.:::.,.• ::::.;•.::::.: ;::: .....'t'6iDr aft(] 6> i#: i;'•:: ii:'':•>:•;:.: e.,.:;.:;•;:•;::;.•> is:;:2 >:;<:z::: <e <;;:: <:::;:c;: Material Tolerance: Fit -up: Holes: Sub - Punched Punched Drilled Diameters: 15/18 Welds: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: All reports are considered confidential and ue the property of the Client end Wedge Engineering, Reproduction in whole or in put without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9464 9102-041 069f Dan Weaver 5/27 /91 ..8498 Boeing Caffeteria Blue Chip Steel A -8 ED Other AWS Other All item inspected are Conforming © Non- Conforming to approved plans and specifications. >;.:>;.;.:::::::. �:::::..::::, r.,,,;:: •; >:'�e,�::Miir.)C4::IntYpabte' :,.:,:•::• >;z;.�•:. 8C -1 8C -r 3 A -1 3A -r 4A 3B -r 3 B -I 4B 3BX 2qty 3B -r 3 B -I 17F 2qty Full Penetration Full Penetration Full Penetration Full Penetration Inspector: Manager: Gage Centers GOL AISC C. Weever X X Den Weever gma ka .. .. . All certified test reports for steel have been submitted for the A500 & A38 plate and A36 wide flange beams. All welding Is acceptable as per approved shop drawings and AWSD1.1-90. Client: Address Attn: Material Steel Steel Steel Steel Stool Welder Certification: WABO Other: 1 Bldg. Off. 1 Owner 1 Arch. BEC &E P.Q. Box 3707 MS/4H-07 Seattle, WA 98124 Karl Olson B Yes Yes Type A36 A500 Weld Procedure Specification: Prequeiified Shop Drawings Approved ?: 1 Engineer 1 Contractor 1 Other Grade CMTR CC Yes /No Yes /No Yes Note: All of the above must be approved and accepted prior to the start of fabrication. Qualified AWS No WEC Project No.: Report No.: Inspector: Date: Permit No.: Proj. Name: Fabricator: Materiel Tolerance: Fit -up: Holes: Welds: Sub - Punched Punched Drilled Assembly Tolerances: AWS Other: 2B 2.t All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In pert without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S„ Kent, WA 98032 (206) 872.9451 FAX (206) 872 -9454 9102 -041 070f Dan Weaver 5/28/91 ..6498 Boeing Caffeteria Blue Chip Steel ::: OIBe 1�IR17d�:':: visit :: %;`• ? isis3:::'•:i:::::: r:32i::: A -8 Other AWS Other Diameters: 15/16 Fillet Partial Penetration Complete Penetration All item inspected are Conforming MI Non - Conforming to approved plans and specifications. iligithOgg E'M 2C 2 2D 4C -R 4C -L 3A -R 3A -L Inspector: Gage Centers GOL IKE Nal AISC l.^J S• Dan Weaver Manager: C. Weever IDS 1 E D E Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen Weather: Fair Air Temp.: 60 F :.:;: ;:.:::...:::•::. :.... n p ti ns rform ..... Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plana on Site ?: Yes Fri 1 No Specific Location: Grid Line Describe: Trench backfill utilities Sample Number .................... Grid Grid Storm Drain 20' N of bldg. Eleotrio PIV Trench 100' E _ Hydrant r Eleotrio PIV BEC &E Location 10' E of hydrant Fire Main' 10' E of hydrant Fire Main' 100' E of hydrant Seattle, WA 98124 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other nth Location Auger Cast Piles Driven Piles Other Utility backfill Elev. Density (pcf) 1.5 ..135.6 .1.5 ..137.8 .1.5 ..136.6 -..1.5 ..136.2 -..1.5 ..135.1 Elev. Nuclea Densometer M/C ( %) .7.1 ..6.8 ..6.9 ..6.8 ..7.7 m rk .... . ft. Comp. ( %) —97.7 _99 ..98 ..98 ..97.3 WEC Project No,: Report No. : Inspector: Date: o Name: e: m Proj. Address: Permit No.: Type: S /N: Calib.: All reports are considered con identlal and aro the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872.9451 FAX (206) 872 -9454 9102 -04i 071s Jeff Rabe 5/28/91 ..6498 �i'' uiruiirien Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Bonin a Cafeteria Cafeteria 9 -12 building/ Waterfront Park :un • ........... ............................... Depth Soil T •e Tests Re uired Cone Penetrometer > •: ;<• �orfiormance o4. Work. ... ..138.8 pcf ..4.5 °6 95 Type: S /N: Celib.: Depth Aooept Accept Accept Aooept Accept All items Inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver Aooept/ Reject 5G 4B 7C 5F 2D 7D 5D 2B 7H 5C 2B 7K 59 2C 7F 1P-L 2C 7G 1 P -R 4C -L Load out accept 5A 4C -R 8A (5 qty) 6B 3B -R 813 (2 qty) 2A 3B -L In process 4A 2A 3A -R 8D 3A -L BA 6C -L 7A 8C -R 7B Attn: Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Kaarl Olsen Materiel Steel Steel Steel Steel Steel Type A36 A500 Grade B CMTR Yes /No Yes Yes CC Yes /No Weld Procedure Specific Prequalified I J Welder Certification: WABO Other: Coatings: Millage Verified Millage 1 Bldg. Off. 1 Owner 1 Arch. A Shop Drawings Approved?: Yes Faying Surfaces Coated Field Welds Coated w/12" Load Out: Damage Accept g P 1 Engineer 1 Contractor 1 Other Qualified AWS Yes ..001 13 Note: All of the above must be approved and accepted prior to the start of fabrication. Q No thousandths Yes 777 No Yes No All items are acoepted for final weld inspection and load out acceptable. 8A & 8B are still in process as of this date. trA PAIL 4.. X X WEC Project No.: Report No.: Inspector: Date: 9102.041 075f 5/29/91 Permit No.: ..8498 Proj. Name: Boeing Caffeteria Fabricator: Blue Chip Steel Material Tolerance: A -6 Other Fit -up: AWS Other Holes: Sub- Punched Punched Drilled Diameters: 15/16 Welds: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: All reports are considered confidential end are the property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave, S„ Kent, WA 98032 (208) 872.9461 FAX (206) 872.9464 Dan Weaver All item inepeoted are Conforming © Non - Conforming to approved plans and specifications. X .. X Ell AISC Gage Centers GOL X X .. Inspector: Dan Weaver Manager: C. Weaver D G E Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Ereotor: Ereotion: AISC Connections: Bearing Friction Welded Bolt Diameters: Field Welds: Bolting: Bolt Tension Turn- of- Nut Calib. Wrenoh Tension Control Arbitration Proo Ereotion Tolerances: Torque Wrench S/N Skidmore S/N J-211) J-10 (1) J -3 (3) J -11 (1) All reporter are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. 076e 9102 -041 Russell Rocks 5/28/91 ..6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Material: Type Grade Bolts: CMTR Yes CC Yes Type Grade CMTR Yes CC Yes Trusses A38 NA Welder Certification: WABO 771 AWS Other: Weld Procedure Specification: Prequalified 1 Building Official 1 Owner 1 Architect pre -fab steel trusses- ref NCR 078n. 1 Engineer 1 Contractor 1 Other ernai! No No Noe No Qualified Erection Drawings Approved?: �:-.^�;-�� Yesl" "'�`'i No X X Note: All of the above must be approved and accepted prior to the start of erection. Inspected a sample (all visiblo) of weldments on 34 Bolt Type: A -307 A -325 A -490 Fillet Partial Pen Complete Pen Electrode UNK Yes Yea Yes Yes Yes AISC ...........A!i ti t Conforming J -1 (2) All item inspected are Non- Conforming to approved plane and specifications. >` BBC: hlifltk> 'I eare J -9 (2) J -17 (1) J-5 (3) J-13 (1) J -4 (7) J -12 (1) J-20 (1) J -18 (1) J-19 (1) J -8 (2) J -14 (1) J -7 (3) J-15 (2) J -8 (1) J -18 (1) Inspector: Manager: Other Pre -fob No No No No No trusses Other: AWS Calib.: Calib.: Russell Rocks C. Weaver Client: Attn: BEC &E Address P.O, Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson ECT1 ..0N• ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872 -9451 FAX (206) 872 -9454 {:::::::: n':: ::::: nr.:.i'r::::::::: r ::: :: v: :::::::::::::::::• �{: :::::: {.: {::::•iv::: :.�:::::::: {:::: tr•i:: {:.}:'• }i'::.:: :. iy ..;:. ,:r:.:::::::{: ^'::::::::: ::w :• }•::. < +:f ^Siii!iijiSi iiiiS ?: %Sk i4: %Si: % %y %'r'.•:i`: iS�S l .: ii : ... f.::i : {: S'i :: i: :ii+ ii ... < :>:f::;<: >: : >: »;: }:: > }:. , r A� ? F#` ` � %a'< > > < <`� : Client: BEC &E Report No.: 078n Rev 1 Address: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102.041 Seattle, WA 98124 Inspector: Russell Rooks Attn: Karl Olson Date: May 28, 1991, Rev 1 6/26/91 Proj. Name: Boeing Caffeteria 9 -12 Building :: rr::, { :.:'::...::.;.� ....:. .......::.:. <:;:::::<>...;': , :..;:.,::::.},:} :: ..:.:::::.:.;':«:.�,:.::::.::;:.: re '>;}::.;:.:. i .. : ..} �,..:.< i.:....:{, .: . .':.,:.:�:;:<. : . ?.:� { {.; ?.: ................. a mans: {• } .;: ?::..... .r.. .. .... :ii::iiii i }:i }:i;: }::; }: �. ,y: i; :..: .......: nom.::.. aiFi� :. ... i : . :?:i%2 };i:yi %i: >lii i i: :{:ii i : r: ... :... ::.... ., .;..,. No ant 11 jttri Contrary to the requirement: 4 Welds on 3 joists X Code SJI Seo. /Para: 4.5c Standard Sec. /Para: (J -8, 1 weld; J -5, 1 weld; J -3, 2 welds) were visually Spec. Seo. /Para: found to exhibit a Zack of fusion. Drawing Detail No.: The shall equirement states in part: "Thorough fusion exist between weld and base metal for the required design length of the weld." Inspector's Signature: Russell Rocks % >DI e OSitibr►z:% S: {:i :;iii ;:i;::: S i::::Sh: ;•r ry : Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: X Rework to approved plane, specifications, codes, standards, and tolerances. Referred to Engineer of Record for disposition. Submit Approved Submittals Ereotor to grind areas of lack of fusion. Ground area to be visually inspected for sound metal and reweld if re • (red. Engineer of Record: Inspector: Russell Rocks Date: Date: 6/26/91 ::.::::..................................... ....:.::...............,:..:... :::. •: ...: } } ?{. };• }f i:•i:• { ? }i: { :: . ......::::: ...: .. ::: i'. �. . . ::..:.. :.: ter; } >:•: }:.;�. }:,:•;:.::.;:.. i M1' i.: Y ?ii'r'!4iln: %'i {:liliiii' .. f........ ... F.:....,. ...... u:. •.; . :; .. } •:: 4; :: {4 •::: : v:, ..... ii: ij:'•: %: }...:...: :r• ' f ; .; .... r ::::::::::.::::.: n }f.{. i!^;;:%:: i{: S i{? o} :?: 4;: :•}::: rv: :::: �' i:?• v: ?::? tr } } { } ^ : ' ^: }::!.:;. ....... .r..; {:.•Y• :• :::..;fr � }iii: ;:ii.'•i::: ..................:. �.. ....... ................ e.... fns�e ::; i:{•:.;} i:.}:.:}<:.i}:::} rr......... r:. ....... : ... .. r:. .::.::. ?.:,<. Fa Re- Inspection Required Re- Inspection Not Required (Re- Inspection always required unless (Engineer's disposition is Use As Is) En ineer's osition is Use As Is) <.�;: ?< <Dis :fp,::<::::enc `RO. ;g<; »c.';:: r ; >< ><':< >� >�':<'[�lz�? :::.. n n rm ct In a lai We k .. ...... .. ........ ,rr. a ti< i`<? Z` s€€'<><:' �?< ;:�::a ?:::ii:<:::z;i:<:1 �::�:k;> '<:;<:::. }:. }:; }:: .:: ....... r As of Date: 6/26/91 All items have been re- Inspected and are this Non - Conformance is considered closed. Inspector: Russell Rocks X Conforming • Non - Conforming to approved plans and specifications. Manager: C. Weaver 1 Bldg. Off. 1 Engineer All reports are considered con Identlel and are the property ..� 1 Owner 1 Contractor of the Client and Wedge Engineering. Reproduction in whole 1 Arch 1 File or In port without the written permission of WEC le forbidden. Y E D G E ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (208) 872-9454 p G Attn: Fax No.: Subject: cc: To: Address: 1201 Third Ave., Suite 1/900 KPFF Consulting Engineers Seattle, WA 98101 John H, Riley Phone No.: 822.5822 Insufficient clearance for column base plates Spec. No.: Boeing 09-012 Drawing No.: S -2 ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872-9451 FAX (206) 872-9454 Signed: Signed: May 29, 1991 Date: Project No.: 9102-041 RFI No.: 079r Proj. Name: Boeing Caffeteria Permit No.: ..6498 From: Rusell Rooks Location: 1) 3 & A.5; 2) 3 & 8.75; 3) 3 & C.5 The existine condition is: at all three locations the embeded bolts for mountine TS 6 x 4 col. Does not have sufficient clearance to allow installation of the col. due to interface with the concrete on the "wra.- around" side. This condition is as disoribed in our meeting of 5/29/91 on site. Please advise. Russell Rocks All reports are considered confidential and are the property of the Client and Wedge Engineering, Reproduction in whole or in part without the written permission of WEC is forbidden. Client: BEC&E Address P.O. Box 3707 MS/4H-07 Welder Certification: WABO =l< Other: Seattle, WA 98124 Attn: Kearl Olsen Material Steel Steel Steel Steel Grade CMTR Yes/No CC Yes/No Weld Procedure Specification: Prequalified Fri Qualified Shop Drawings Approved?: Yes Note: All of the above must be approved and accepted prior to the start of fabrication. Coatings: MI liege Verified Yes No F71 Mi liege ..0015 thousandths Faying Surfaoes Coated Field Welds Coated w/i 2" Load Out: Damage ED Accept ignigliggESINA i.• No rejeotable indications were found. All welding is acceptable as per AWSD1.1-90. Material Tolerance: A-8 Other Fit-up: AWS Other Holes: Sub-Punched Punched Drilled Assembly Tolerances: AWS Other: Welds: Fillet Partial Penetration Complete Penetration Gage Centers GOL Diameters: 13/18 15/16 All item inspected aro Conforming E Non-Conforming to approved plans and specifications. 1 Bldg. Off, 1 Owner 1 Arch, 1 Engineer 1 Contractor 1 Other WEC Projeot No.: Report No.: Inspector: Date: 5/30/91 All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 9102-041 080f Dan Weaver Permit No.: ..8498 Proj. Name: Boeing Caffeteria Fabricator: Blue Chip Steel • 1H 4qty 1D 2qty 1F 2qty 1K 1M 1H 2qty 1G 6qty 10K 4qty Bullseye no welding Inapector: Dan Weaver Manager: C. Weaver :4'fii'F..ii i!! 8 : }•::•:•:.'•::i::ii':•::iiiii i . r.. i. . «.: •: v ? :i:•i }r:: • �:h::':: r'•: • }: ? +i ... ... ....... •......... • r......... ...... ^ }4:, .:. .: rr ?i: } L . ?•:::... «...., n • ?• , •: r: } f.•:ii!:i. }; ? .;f +i. ?!•.:.. e.:::: ' .....:.:.: ... :.... . ?.. :.:::: ::::.: • :::::.:::,...,.::...r...+. r..... ........:.....r.:..... :r:f....r:.. r:r >.:''''''.: ':. ; r. . - { ....... .r. ::....f............:.r:.... ..:.}. ?: g, .. ; .:f,:. /,.;.Y• :.: !f :::::::::....; :?•{ rJ' t:: 5:: oS:••. S:: S: S:<' Y!:; F r. iS• r::.<:.>} y .'•::• < r.'3 ':� : <;' ?L.; •::: y . l ... f�f.;:'.,:S fS! rr;;:,'•S4:•': %•';•;:S:;S!��S + ::. } ?.:.:. � < �1At��t. ;�! < � : f f> :::� < >i }:• } > �:n •i: : L L4riY .:A + .: %? ?. ii ' �F :i } }:: i 'in, {•• :.!•. iii ?•'::' +: ir: "ii:: f / { } l..F .......: :. r .....: a .:......... f••:::: �.; .! ?:; i.:: 1... >.:•' {: ; •i } }" " L Client: Proj, Name: Standard: BEC &E Report No.: 081s Boeing Cafeteria Reference Report No. 44p - ASTM D -422 WEC Project No.: 9102 -041 ` ?� " ` : :.T '�Ibt a::.fraat. nt >' •:.:::,!!.!::� >'�> :,:.ii ? ?: ?.; :< :;.:.:........:: X91): B: iiir ip . le`: V . V� : :....:........r.. ....:. Jeff Rabe Technician: ff R ochn i Container No. Wt. Tare + Wt. Tare Wt. Wet Soil Wt. Tare + Wt. Dry Soil Wt. of Water Moisture Content Dry Wt. of Sieved Date: 5/30/91 Wet Soil lbs. lbs. : : ; r ! { l ; � • { : ? j!;:•yL'ri : : X } }•! i ......: :i• 'F . : Y r } } }: }: : . L'x•• : ! : i!L >. » t> S •: •:......:; L :; 2 : f } <y :.••: : ::0:` : ,'•:Y : :ii: 7:f: rr.::< .}+.Z :r, i f %; : >, ' .> ::. }.:e.::e.::0iitftp(o: t Citat111at#Ait'> } , e.:*:; 0.00 lbs. Sample No.: - Dry Soil lbs. Sampled Location: Stock pile 0.00 lbs. Soil is impo 0.00 lbs. Soil Type: Trenoh bao #DIV /0I gravelly san Mtl. lbs. F .: .................... .. ....... ........... ... :........... ....... ..... .,... .. « :.v•.• :::h.,..r.... W:: "" •51: :: «: «:: ::: L:: .... ....... .. .... ...... .:. ..::::.•::.:w:: ::ii:! +•} ?iiii }::: :: > :: ,:.,:.::.. :: ..•: f.: r::: .::: ..... ........... .... .. .. .. ...r......:..:. ..... .:::...........:.. .. .. . . :.:. . ..: .::: ..:.. ... ........ .. .. . ...... r,. .....• ;• :'• ...: :.••::: . . . •t . ∎O' v: fi: .ter •: :! :::.: •: :•,::.; .• .::. .�:: :f:'• : ; :.. :. i':.: .. , ?. • �:•r }:• :: ?: •S: ?. .: � l i • }i:. }:::...h }:; ^}i'•r i ?:•: } }:.K4; y:};::: L•: : fs. + ... n. : ..... ... }. r..... .. .. ..... . ... .:• .: . .... .. �. . .... :.:::. :::: .. .a ...: :.,.,......:.,..,.....: ?: : ?. } r }i :i•iii'lfi: vii,'•;} .:;:!p; {r•' {2 +.S�:C:}� >:•::i:: �.'� :::.:: rp :•r:i ::}::r::• :.••rrG•r:.r:: :!.::: n..:.,:r.:..r}::.::... :r::::•: }• •i: ?a } •.y L' :•:•:L: } }' ?ri:4 } :•ii:i : ?:L•::: •.h }}}:•i: %'i;:. S' fi:" n•.} }:• }'•,? „•f:• }' :• } }r }: •!•y: ? : ?. ? ?4� ::: +.v•.: }.f a #ma ?...... Sieve No. Sieve Wt. (lbs.) Wt. Sieve +Soil (lb) Wt. Soil Ret. (g) Percent Retained Cum. % Retained Percent Finer This is same material as proctor 44a, 3" From Lloyds PJ Federal Way. 2" 1-1/2" Trench baokfill Import see reports of 1" 5/17/91. 3/4" 278.90 22.70 77.30 3/8" 424.40 34.50 65.50 4 540.70 43.90 56.10 10 889.80 54.40 45.60 20 822.30 66.80 33.20 40 1041.00 84.60 15.40 60 1175.10 95.50 4.50 ____ 140 1210.30 98.30 1.70 _ 200 1223.40 99.40 0.80 Pan 1230.90 1. W E D G E • • class A ill .' ::..... ......:.............,:i }.Y!:.'; %..:tom : <•: w E D G E Client: Address P.O. Box 3707 MS /4H -07 Attn: BEC &E Seattle, WA 98124 Kaarl Olsen Material IMNE CMTR CC Yes /No Yes /No Yes Yes Steel Steel Type A36 A500 Steel Steel Steel Grade Weld Procedure Specification: Pregualifled 1 -• i Welder Certification: WABO Other: Ell Shop Drawings Approved?: Yes Qualified AWS Ell Note: All of tho above must be approved and accepted prior to the start of fabrloation. No '.0 attri Coatings: Milloge Verified Yes No Mllage Faying Surfaces Coated Field Welds Coated w/1 2" Load Out: Damage Accept ..0015 thousandths Yes Yes ICI No No X X No rejeoteble indications were found load out accept. All welding Is acoeptable as per AWSD1.1.90. 1 Bldg. off. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other All reports are considered co of the Client and Wedge Engh or in part without the written 1 OATI WEC Project No.: Report No.: Inspector: Date: 9102 -041 085f Dan Weaver 5/31 /91 Permit No.: ..6498 Proj. Nome: Boeing Caffeteria Fabricator: Blue Chip Steel Materiel Tolerance: A -6 Other Flt-up: AWS Other Welds: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: Holes: Sub - Punched ':' >' Gage Punched X Centers Drilled X GOL Diameters: 13/16 15/18 AISC X Ell r lidentlel and are the property Bering. Reproduction In whole ermission of WEC Is forbidden. All item inspected are Conforming © Non•Conforming to approved plans and specifications. 9G 9A 9B 9F 9C 9C 8A 5gty 8B 2•t load out 10D 10B 1OF 10G 1 OA 10C 10H 2gty 8D Inspector: Oen Weaver Manager: C. Weaver ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 L ft 1 ) w E D G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson 1 Building Official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other 51LfEC T.IDN:FipCjFi t % >; ?C2i81iflaa 1 n . Material: Type A36 Bolts: Welder Certification: WABO Other: hard bolting. Grade B C MTR Yes X No El CC Yes < >» No >; > ?> Type A325 Grade 2 CMTR Yes •.: ><:: >: No CC Yes ?z No d Weld Procedure Specification: Prequallfied Erection Drawings Approved?: Yes Ei Qualified 1. Setting & temp bolting on T/S columns. ICI AWS Nor:: -- Note: All of the above must be approved and aooepted prior to the start of erection. >a 11 g 1 M.Brmi 2. Skidmoro on 7/8" 325 bolts torq to 350 ft. lbs. for Report No. : WEC Projeot No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: 86e 9102 -041 Russell Rocks 5/31/91 ..6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Erection: AISC Connections: Bearing Friction Welded Field Welds: Fillet Partial Pen Complete Pen Other Electrode Bolt Type: A -307 A -325 A -490 Bolt Diameters: 3/4 7/8 for teat Bolting: Bolt Tension Yes ><: >'s No Turn- of- Nut Yea <? No Calib. Wrench Yes < ': No Tension Control Yes # €s >< No Arbitration Proo. Yes 1 X 1 No Erection Tolerances: AIS Torque Wrench S/N ..12110 Skidmore S/N 9010-01S X X Other: Calib.: New Calib.: 6/31/91 . �tanf ormenae`.. of All Item inspected are Conforming r; Non- Conforming to approved plans and specifications. �"'1� °iallt No final sets complete. All reports are considered confidential end are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. Inspector: Russell Rocks Manager: C. Weaver ENGINEERING 20420 84th Ave. S„ Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 3BX 2 qty 8C 12G 2qty 8D 1211 2qty 10A 12M 4.t 10B 12T 2qty 10C 12F 2qty 10D 12S 2qty 10E 12V 2qty 1OF Shipped Accept 10G 1OH 1OK 11A thru M 12C 2qty I. l J1 E D G E Client: BEC &E Material Steel Steel Steel Steel Steel Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Kaarl Olsen Type Wald Procedure Specification: Pragualified 71 Welder Certification: WABO Other: Coatings: Millage Verified MIIlage Faying Surfaces Coated Field Welds Coated w/i 2" Load Out: Damage 1 Bldg. off. 1 Owner 1 Arch. Ell 1 Engineer 1 Contractor 1 Other Grade A36 A500 B Shop Drawings Approved?: Yes Accept p AWS Yes Yes All items are acceptable as per AWSD1.1 -90. CMTR Yes /No Yes Yes Qualified Note: All of the above must be approved and accepted prior to the start of fabrioation. Yes © No ..0015 thousandths ..........:. CC Yes /No No No No Fqx WEC Project No.: Report No.: Inspector: Date: Permit No.: Proj. Name: Fabricator: 9102.041 087f 6/1/91 ..6498 Materiel Tolerance: A -6 Other Fit -up: AWS Other Holes: Sub - Punched Punched Drilled Assembly Tolerances: AWS Other: All reports are considered confidential and are the properly of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S„ Kent, WA 98032 (206) 872.9451 FAX (208) 872-9454 Dan Weaver Boeing Ceffeterla Blue Chip Steal X Gage Centers GOL Diameters: 13/16 15/16 Welds: Fillet Partial Penetration Complete Penetration AISC All item inspected are Conforming © Non - Conforming to approved plans and specifioations. nspector: ...:.:..............:......:......:.:.......:. :........::..:..::... >: >:.;; .:.r,::.;;.r � r.,- .. -.—• of rrf n V11 Dan Weaver Manager: C. Weever Ell w E D G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Kaarl Olsen .... ....;':LYCi``Iiititatiti'ri;i: >< �« ><<; < >'`<� >;<< >>'• >> �s >> Material Steel Steel Steel Steel Steel Welder Certification: WABO Other: Coatingo: Millage Verified Millage Load Out: Damage 1 Bldg. Off. 1 Owner 1 Arch. Seattle, WA 98124 Type A36 A500 drawing number sheet 12. 1 Engineer 1 Contractor 1 Other Grade Weld Procedure Specification: Prequalified prl Qualified Shop Drawings Approved?: Yee Faying Surfaces Coated Yee Field Welds Coated w/l 2" Yos Accept AWS CMTR Yes /No Yes Yes Note: All of the above must be approved and accepted prior to the start of fabrication. . ,..:.Conti •:.� a ......... ......... _ ...;..: ,...... EN All Item have been done and accepted through shop CC Yes /No No Yos © No ..0015 thousandths No No X X smarks WEC Project No.: Report No.: Inspector: Date: Permit No.: Prof. Name: Fabricator: Material Tolerance: Fit -up: Holes: Sub - Punched Punched Drilled Assembly Tolerances: AWS Other: All reports are considered confidential end are the property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S„ Kent, WA 98032 (208) 872.9451 FAX (208) 872.9454 9102 -04i 088f Dan Weaver 8/3/91 ..6498 Boeing Caffeteria Blue Chip Steel ?•< Cole " >: 'ael� >'. < % »` <:� < �::.:;•>::;:::•:•:: ;::;::.:::;;:::.:::•;;• >:.; >;:. A -6 Other AWS Other Welds: Fillet Partial Penetration Complete Penetration X X Q Diameters: 13/16 15/16 oj�'r'tan�a >af Gage Centers GOL AISC All item Inspected are Conforming Q Non - Conforming to approved plans and specifications. •••••••• Inspector: ••, Dan Weaver Manager: C. Weaver Ell 15P 15M 15H(I) 15H(r) 15D(l) 15D(r) 15F(r) 15F(l) 15G(r) 15G(I) 15K 18AB Plain material 1 1 D G E 1. Set & level columns- 1 P(L), 1 P(R), 2A(2), 7D, 78, 7A,SA. Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson Material: Type A36 A572 Bolts: 1 Building Of Hale! 1 Owner 1 Architect Seattle, WA 98124 Grade B CMTR Yes X No >: ?>:> CC Yes »;Eii No < »< ?< Type Grade CMTR Yes CC Yes Welder Certification: �� WABO 1771 I AWS Other: Weld Procedure Spocifioation: X Prequalifiod ® Qualified Erection Drawings Approved?: Yes © Nor Note: All of the above must be approved and accepted prior to the start of erection. 2. Set & soft bolt beams: 10K(3), 8C, 88, 8A(5), 11M, 10F, 11G, 9B, 9D, 12F, 10D, 11C, 12C, 12B, 11F. 3. Meeting on joists. See meeting sheet. 4. Field welds joists to col. & beam. 5. Inspection on fab welds- joists. 1 Engineer 1 Contractor 1 Other A325 A307 B {ECTlON >RE Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded X X X Bolt Diameters: 7/8 089e 9102 -04i 6/3/91 Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proo. Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N Conforming 4) col. 1P(R) Bm 10K(2) Bm 8C(2) 5) Fab welds joist (15) All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC le forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872 -9454 Russell Rocks ..6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Electrode E7024 Bolt Type: A -307 A -325 A -490 AISC Other Monger: No No No No No ICI All item inspected are n Non - Conforming Inspector: X X Other: Calib.: Calib.: to approved plans and speoifioatione, No hard bolting this date. Russell Rocks C. Weaver 1 1 ) • Client: BEC&E • Address P.O. Box 3707 MS/4H-07 G • Attn: Karl Olsen Seattle, WA 98124 Weather: Fair Air Temp.: 50 F Areas Inspected: Continuous Footings Spread Footings Slab on Grade Specific Location: Grid Line Desoribe: Sample Number 77 Trench backfill Storm sewer 1 Bldg. Off, 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Location Auger Cast Piles Driven Piles Other Approved Plans on Site?: Yes in Elev. Spot check indications adequate compaction in recently, filled trenches. ft. Corn Soil Type 66 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Type: S/N: Callb.: L 1L of All reports are considered con idential and are the property the Client and Wedge Engineering. Reproduction in whole in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 9102-04i 090s Jeff Rabe 6/3/91 Permit No.: ..6498 Boeing Cafeteria Cafeteria 9-12 building/ Waterfront Park Raqulreme Ref. Modified Proctor Report No.: Maximum Dry Density: ..138.8 pcf Optimum Moisture: Required Compaction: 95 Type: S/N: Callb.: Tests Required All Items inspeoted are Conforming Non-Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver De pth 'at Location Grid MH1 MH2 MFI3 Grid to MH2 to MH3 to MH4 -2' Elev. -1' -2' Nuclear Densometer Density (pcf) ..136.5 ..132.1 —133.5 M/C (%) ..7.2 Comp. (%) ..98 ..95 ..96 Cone Penetrometer Depth a Conlorrnance of Work 15T 4gty 14T 14H 15S 8gty 14S 14V 15V 2gty 14P 16T 4gty 14L 18M 14B 16K 14A 16P 14A 16F 14A 16L 14A 16G 14M 18D 14F 18A 14K 16B 14D 14G 1 t W E D G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Kaarl Olsen A500 Material Steel Steel Steel Steel Steel Weld Procedure Specification: Prequalified ri Qualified Welder Certification: WABO Other: Seattle, WA 98124 Shop Drawings Approved?: Yes Note: All of the above must be approved and accepted prior to the start of fabrication. Coatings: Miliage Verified Yes © No Millege ..0015 thousandths Faying Surfaces Coated Field Welds Coated w/1 2" Load Out: Damage ............... tialificotior Type Grade CMTR CC Yes /No Yes /No Accept CATI WEC Project No.: Report No.: Inspector: Date: 9102 -041 Dan Weaver 6/4/91 All Items are accepted. No rejeotable indications were found. 1 Bldg.Olf. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other ENGINEERING 20420 84th Ave, S., Kent, WA 98032 (206) 872.9451 FAX (208) 872-9454 Permit No.: ..6498 Proj. Name: Boeing Caffeteria Fabricator: Blued Steal Material Tolerance: Fit -up: Holes: Sub - Punched Punohed Drilled Welds: Fillet Partial Penetration Complete Penetration All reports ere considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. A -8 Other Assembly Tolerances: AWS Lai AISC Other: AWS l X Other X Gage Centers GOL Diameters: 13/16 15/18 All Item Inspected are Conforrning Q Non - Conforming to approved plans and specifications. ' ::R.�iri'•:`•t�: is ed. .. Inspector: Dan Weever Manager; C. Weaver L L D G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson <: >'f3ttoilficatto Material: Type Grade Bolts: Welder Certification: WABO Other: a:c.e:lae Seattle, WA 98124 CMTR Yes CC Yes CMTR Yes CC Yes Weld Procedure Specification: A36 A572 X Type A307 A325 Grade A B X Prequalified © Qualified Ereotion Drawings Approved?: Yes © No AWS No No o Note: All of the above roust be approved and accepted prior to the start of erection. 1. Set beam's: 11K, 10G, 9G, 12A, 11B, 11 A, 12G (2 , 9F, 9C, 8A (2), 10K, 110, 9A, 12D, 10C, 12K, 11H. 2. Set column's: 5D, 7H, 6B, 2D, 6A, 7C, 7F, 7C, 2C, 6C, 28, 4A, 3A(r), 1G, 1H, 7K. 3. Inspected fab welds on joists. 4. Inspected field welds on joists to column & beam. 5. Began installation of joist cross braces. 6. Began laying roof decking. 1 Building Official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other 3 Report No. : WEC Projeot No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC © Other Connections: Bearing Friction X Welded X Bolt Diameters: 7/8 3/8 Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yes <': < ?> No Turn- of- Nut Yes `: > >« No Calib. Wrenoh Yes X No Tension Control Yes ?< No Arbitration Proc. Yes i X 1 No Erection Tolerances: Torque Wrenoh S/N Skidmore S/N : >:;:::;� > :..... .........:.............:...:ion armaltae :. uf... Conforming to approved plans and specifications. See: NCR (097n) dated 8/4/91 J -1 (2) 4 J -4 (2) J -9 (2) All reports are considered confidential end are the property of the Client and Wedge Engineering. Reproduction in whole or In port without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave, S„ Kent, WA 98032 (208) 872-9451 FAX (208) 872-9454 093e 9102 -041 Russell Rocks 6/4/91 ..6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park NW Steel Ereotors Electrode E7024 J -2 to col. 3A J -8 to ool. 10K J -8 to bm 8C Rev 1 Bolt Typo: A -307 A -325 A -490 Avg 1 490 Ft. Ibs AISC © Other:_ ..12110 Calib.: Daily 9010-015 Calib.: 6/15/91 All item inspected are Non - Conforming `.... piuoa�Markn::lnr;peaced ... J -2 to col 1 P(I) J -2 to col 3A(I) Manager: C. Weaver Inspector: Russell Rocks L t w E D G E Client: Bolts: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson Material: Type Grade Type Grade Welder Certification: WABO Other: CMTR Yes CC Yes CMTR Yes CC Yes Ell Erection Drawings Approved?: 1. Weld out on joists. 2. Install joist bracing. 3. Completing bolt installation on bm to col. 1 Building Official 1 Engineer 1 Owner 1 Contrector 1 Architect 1 Other > S1 EE4 ` ERECT.ION A36 , A252 X No No A307 , A325 X Weld Procedure Specification: Prequalified © Qualified AWS Yes © No Note: All of the above must be approved and accepted prior to the start of erection. Cbatin' a ...... ::•;::.: :•:;:::;: •;•.;: •: •: Report No. : 096o WEC Project No.: 9102 -04i Inspector: Russell Rocks Date: 6 /5/91 Permit No.: Proj. Name: Site Address: Ereotor: :: > �j : : »'• >3: >::: >E ? : i''`:Y # z3's. >EiE #f` ?E >EE ><;EJE Eroction: AISC Connections: Bearing Friction Welded Bolt Diameters: 5/8 7/8 Field Welds: Fillet X Partial Pon Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proo. Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N : 's:a:: wrran armasItti'::isf< <Ytifarit .... 4' Conforming J2 tobm11B J4 of bm 12A J2 to bm 11A J2 to bm lOg All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In pert without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 ..6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Ell Other Bolt Type: A -307 A -325 A -490 Electrode E7024 AISC No No No No No All item inspected are Non - Conforming uc., Aerka )napeated ....: X X Other: Calib.: Calib.: to approved plans and specifications. Inspector: Russell Rocks Manager: C. Weaver w E D G E Client: Address: Permit No,: X x Code Standard AISC Speo. Drawing A -15 The equirement states in part: Joist shall be oonneoted to TS on East perim. by 1/8" fillet both sides. Sufficient cope /clearance must exist on perimeter steel to install per detail on beam to beam connection. 1 Bldg. Off. 1 Owner 1 Arch BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 6498 n Rework to approved plans, specifications, codes, standards, and tolerances. E1 Referred to Engineer of Reoord for disposition. Ei Submit Approved Submittals Flame out perimeter angles to facilitate Installation, no change in type or manner of connection. Inspector: Russell Rocks Date: 6/4/91 • Conforming Non - Conforming Seo. /Para: Sec. /Para: Sec. /Para: Detail No.: Re- Inspection Required (Re- Inspection always required unless Engineer's DlsLosition is Use As Is) to n ormence c'f Re�l eo e All Items have been re- inspected and are to approved plans and specifications. 1 Engineer 1 Contractor 1 File 2 c Inspector's Signature: _ .................... .. le.... fhs �9CtY011. . Engineer of Reoord: Date: E Re- Inspection Not Required All reports are considered con identiei and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (208) 872.9454 Report No.: 097n Rev 1 WEC Project No.: 9102 -04i Inspector: Russell Rooks Date: 8/4/91 Proj. Name: Boeing Caffeteria 9 -12 Building O tot ft1 "`:Cori Itj t) tt ::: :;� >: »:« ::.........:......:. Contrary to the requirement: Insufficient clearance was provided In some places for these welds to be made. Also additional coping had to be done to connecting locations for beams: le.; all along "E" wall @ A) bm 12G to 11A, B) J -18 to bm 10F, C) bm 12F to bm 11m. D) 12G to bm 11B, E) bm 9A to 11 0. (Engineer's disposition is Use As Is) Russell Rocks Use As Is, no further work required. Reject, repair to approved requirements, Repair Per: • f. i:> y:::::{: i' i• rf:;:;`:'.•:$ r yj ::i:•'i.'i:' {.:•:'::i::i< {:i }: ;::: >::;�i:i::i�i:. .. : ... ,• >� I�fYetar : ii:' i::' f: 5:•` f; i3:' r' 5: :3:is,: >'.%;:s:t >, ::. >::r.,.; As of Date: 6/4/91 this Non - Conformance is considered closed. Inspector: Russell Rooks Manager: C. Weaver 1 D G E fi iatioi A36 B A325 on' FfYfn 2 Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson Material: Type Grade Bolts: Type Grade Welder Certification: WABO Other: CMTR Yes CC Yes CMTR Yea CC Yes Weld Procedure Specification: ��.-:^:� Prequalified © r Qualified Ereotion Drawings Approved?: Yes LXJ Note: All of the above must be approved and accepted prior to the start of erootiort. .......:.::..Ramer 1. NCR on fab pieces 15A -15C (closed & accepted) FW's. 2. FW'a braces to column's- bottom. N No No AWS F.7 3. New base plate to column 6D per RFI (Ferguson). 4. Set Column 1K & 1M & beam 8D & 8M 15B (5). 5. Verified column plumb on all columns on 2 line started dry pack. 1 Building Official 1 Owner 1 Architect 1 Engineer 1 Contractor 1 Other Report No. : 101e WEC Project No.: 9102 -041 Inspector: Russell Rocks Date: 6/7/91 Permit No.: ..8498 Proj. Name: Boeing Caffeteria Site Address: Cafeteria 9 -12 Building/Waterfront Park Erector: Erection: AISC Connections: Bearing Friction Welded X Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proo. Yee Erection Tolerances: Torque Wrench S/N Skidmore S/N All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872 -9454 Electrode E7018, E7024 Bolt Type: A -307 A -325 A -490 • AISC Other Manager: No No No No No Inspector: Ell Ell 1 Piece 15A -I5C 42w 3 F w 2 B 14B -05F 4w1 B 14V -05D 4w B 14T -05D 4w 814s -05A 4w1 B 14H -C4A 4w B 14G -C4B 4w B 14R -05B 4w None hard bolted Other: Calib.: Calib.: n arm n ! s<. All item Inspected are Conforming n Non - Conforming to approved plans and specifications. See attached NCR Russell Rocks C. Weaver 0 E D C E Quali Grade CMTR Yes /No ................... CC Yes /No Material Type Steel Steel Steel Steel Steel A36 All items for the Boeing Caffeteria have been fabrioated and aooepted to the approved drawings and speoifications. All weld is acceptable as per AWSD1.1.90. trABR(Ci t(*N, Client: 1 Bldg. 011. 1 Owner 1 Arch. BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson Weld Procedure Speoifioation: Prequelified Welder Certification: WABO Other: XI Shop Drawings Approved?: Yes Note: All of the above must be approved and aooepted prior to the start of fabrication. 1 Engineer 1 Contractor 1 Other Qualified AWS No s:C ti " . ............................... rig WEC Project No.: Report No.: Inspector: Date: 9102.04i 102f 6/7/91 Permit No.: ..8498 Proj. Name: Boeing Caffateria Fabricator: Blue Chip Steel Material Tolerance: A -6 Other Fit -up: AWS Other Holes: Sub•Punched Punched Drilled Diameters: Welde: Fillet Partial Penetration Complete Penetration Assembly Tolerances: AWS Other: All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872.9451 FAX (206) 872 -9454 Dan Weaver All item inspected are Conforming © Non - Conforming to approved plans and specifications. Inspector, Gage Centers GOL AISC Drawing 17F ladder. Dan Weaver Manager: C. Weaver W E D G E 1 1 t Client: Address: Permit No.: X Code Standard Spec. Drawing S -7 The equirement states In part: welded to T.S. beam 15A. 51 I Rework to approved plans, specifications, oodes, standards, and tolerances. n R eferred to Engineer of Record for disposition. E l S • ubmit Approved Submittals Cut 15C to 21' -0" mate & weld to 15A per detail 2 of drawing S -7. 1 1 Bldg, Off, 1 Owner 1 Arch Inspector: Russell Rocks Date: 8/7/91 Re- Inspection Required (Re-Inspection always required unless Engineer's Disposition is Use As Is) >`'Confarmance:0 All items have been re- inspected and are e BEC &E P.O, Box 3707 MS /4H -07 Seattle, WA 98124 6498 eslnc': ected<:Wtir Conforming Non - Conforming to approved plans and specifications. 1 Engineer 1 Contractor 1 File Seo. /Para: Sec. /Para: Seo. /Para: Detail No.: #2 Shows 8" x 4" angle shop `= G.dlV�o p fVo(ti. I ns e Roport No. : WEC Project No.: Inspector: Date: Proj. Name: Inspector's Signature: oil t o '' ' :............................. . Engineer of Record: Date: ENGINEERING 20420 84th Ave. S„ Kent, WA 98032 (206) 872-9451 FAX (206) 872 -9454 103n 9102 -041 6/7/91 r►. All reports are considered con idcntiai and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. Russell Rocks Boeing Caffeteria 9 -12 Building <:::::: t%% �•:': <;�:s >::::: >::;�::a: >:: >:: Cri.CtinitiitA tt ..CifYlit t t3tti'><: ' >:<: ;si<•': :it: ;s::;' :. :.;; : :; . Contrary to the requirement: Pieces were fabricated seperate as 15A & 15C. Further, piece 15C was cut 6" longer than 15A. El Re- Inspeotion Not Required (Engineer's disposition is Use As Is) As of Date: 6/7/91 Russell Rocks Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: • thls Non- Conformanoe is considered closed. Inspector: Rooks Manager: C. Weaver { tif 1 et i 1 On: i sYes 3. NCR on piece 14AC 4. NCR on piece 14AB 5. NCR on col. 4B 6. Fld. weld to repair mounting clip for ool. 7P. D G E Client: Address P.O. Box 3707 MS /4H -07 Attn: Material: Type Grade Bolts: Welder Certification: WABO Other: 1 Building Official 1 Owner 1 Architect BEC &E Seattle, WA 98124 Karl Olson CMTR Yes CC Yes Type Grade CMTR Yes CC Yes Ell Weld Procedure Specification: Prequalified Erection Drawings Approved?: Yes 2. Weld roof framing steel. elifioatjo na 1 Engineer 1 Contractor 1 Other Note: All of the above must bo approved and accepted prior to the start of erection. AWS No No Qualified ::'> temarke' No 1. Weld roof decking to struct. frame -spot welds -prem. » '.ECTIOC�t`: REPORT > Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Bolt Diameters: Field Welds: Bolting: Bolt Tension Turn- of- Nut Calib. Wrench Tension Control Erection Tolerances: Torque Wrench S/N Skidmore S/N 1. 314 w 2. 65 w 6. 1 w Arbitration Proo. Conforming All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872.9454 104e 9102 -041 Russell Rocks 8/10/91 ..6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Bolt Type: A -307 A -325 X A -490 Fillet Partial Pen Complete Pen Yes Yes Yes Yes Yes AISC na na .anl nrmanre:;::: ri Other Manager: No No No No Inspector: Electrode E6022, E7018 All item inspected are Non - Conforming ce> iVCgrli;r'l p Other: to approved plans and specifications. See NCR's None hard bolted Calib.: Calib.: Russell Rocks C. Weaver A -36 B A -325 I I Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson %Qualifioatio Material: Type Grade Bolts: Type Grade Welder Certification: WABO Other: CMTR Yes CC Yes 1 Building 01licial 1 Owner 1 Architect Seattle, WA 98124 CMTR Yes CC Yes Erection Drawings Approved?: 1 Engineer 1 Contractor 1 Other 4. FW's on beams 158 (5) to bearn 80. No No AWS Weld Procedure Specifioation: Prequeliiled © Qualified Yes No Note: All of the above must be approved and accepted prior to the start of erection. R e ni r m 1. Accept FW's on repair on clips col. 4B (closed NCR). 2. FW's on installation of piece 12P (N &S) 2 each, and 12M (4) 4 welds each. 3. NCR on • lace 13T (8) & welds. (re . aired & acoe . tod- NCR closed). viiii::.i:•: iiiiii:::i: /•:::: ••• iiF�ri$�j • ;1 �: : j; � ? ?:l�i::i'C:ii �:� � ?:::•,::::�:L ?:y : ::i:::iii_ii: ERECTI 2 3 Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Bolt Diameters: 7/8" 4 weld 20 weld 14 weld 10 weld All reports ere considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC le forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 ICI 105e Rev 1 9102.041 6/11/91 Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proo. Yes Russell Rooks Electrode E -7018 Erection Tolerances: AISC Torque Wrench S/N NA Skidmore S/N NA ..8498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Other Bolt Type: A -307 A -325 A -490 No No No No No n orrmarioc : :zr f All item inspected are Conforming 171 Non - Conforming Q Ena Other: None hard bolted Calib.: Calib.: to approved plans and specifications. 1 NCR this date. ::::r: <:: >:::::'S:::i <:::�::i2'si; S: >iii:> ':; <:::''f 5::::Ee: <::: :::is:2:: :;: ::::>::<:;:<:>:«:>-<:::::»:;;::><::;::;, ;: » <::peae ::' ........................ . Inspector: Russell Rocks Manager: C. Weaver w E D G E PORMA Client: Address: Permit No.: X e Code Standard Spec. Drawing E -2 Date: BEC &E P.O. Box 3707 MS /4H•07 Seattle, WA 98124 utrett The requirement states in part: Distance from window wall (E of "1" between "A" and "1.1" lines). and "2" line = 29' -2 1/4 ". Mullions (14 series) on South end of building East of desired location. should set center on columns on E -W- window wall. Rework to approved plans, specifications, nodes, standards, and tolerances. E] Referred to Engineer of Record for disposition. n Submit Approved Submittals Cut 3" of piece 14AC, re- position Mullions to correct location (connection center over center of window wall col's.) per design. Inspector: Russell Rocks 6/10/91 6498 1 7-1( I Re- Inspection Required (Re- Inspection always required unless Enfineer's Disposition is Use As Is) crm n tat.Re I sped Sec. /Para: Sec. /Para: Seo. /Pare: Detail No.: RFI #34 All items have been re-inspected and are Conforming Non - Conforming to approved plans and specifications. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Inspector's Signature: Engineer of Record: Date: ..........:........ .. ...... ....... ...... ............-:;its .. r1S� `e'lltl n:'::`• <:;2�:: ? 106n 9102.04i Russell Rocks 8/10/91 Manager: C. Weaver Boeing Caffoteria 9 -12 Building .:.:<.::;:::>::::.:>:•;::::.,:.:...: ..... .:.............,...t::;•;;•:;;. ;;•:;•::;•:;• ;; >::;:<:.::: »s:<;z:;:::•;;r:•: 6h.CiQfSftitiYl t1'�:.I3.C'ri � t otk>:#%'•;# i :p::..:.:..:.:::.........:.<... Contrary to the requirement: Center of Mullions are approx. 3" (East) off center of WW oolumns, apparently the detailer /fabricator in calculating the length of piece 14A forget to reduce the dimension b the tube size (3 ") of the two abuttin mullions, thus throwins the entire line off 3" Russell Rocks Use As Is, no further work required, Reject, repair to approved requirements. Repair Per: L1 Re- Inspection Not Required (Engineer's disposition is Use As Is) As of Date: 6/11/91 this Non - Conformance Is considered closed. Inspector: Russell Rocks 1 Bldg. Off. 1 Owner 1 Arch 1 Engineer 1 Contractor 1 File All reports are considered con identity and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 w E D G E Client: Address: Permit No.: BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 8498 Code Sec. /Para: Standard Seo. /Para: Spec. Sec. /Para: Drawing E -2 Detail No.: RFI #34 The equirement states in part: Per RFI #34 2 of 6 piece 14AB's should have been out to make a 8' -6" distance (less T.S. connections). 1 El Submit Approved Submittals Fabricator to refab two new •leoe 14AB to a dimension. II Re- Inspection Required (Re- Inspection always required unless En ine er ' s Dis osition is Use As Is) ontarmen at R e • Inspeot k .. . 1 Bldg, Off, 1 Owner 1 Arch Rework to approved plans, specifications, codes, standards, and tolerances. Referred to Engineer of Record for disposition. Inspector: Date: All items have been re- Inspected and are Russell Rocks 6/10/91 1 Engineer 1 Contractor 1 File rox. 8' -5" Conforming Non - Conforming to approved plans and specifications. oNFDRMANaE:` epoB Report No. : WEC Project No.: Inspector: Date: Proj. Name: 7' -9 "). Inspector's Signature: Engineer of Record: Date: All reports are considered con identlal and are the property of the Client and Wedge Engin ering. Reproduction In whole or In pert without the written permission of WEC le forbidden, ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872 -9454 107n 9102 -041 Russell Rocks 6/10/91 Boeing Caffeteria 9 -12 Building Contrary to the requirement: All 8 piece 14AB's were cut to fit a 8' -0" distance. (Cut length - Use As Is, no further work required. Reject, repair to approved requirements, Repair Per: •i:5+ .> fife ``e�otlair: # »?s >�'`:'� ><< >'�<<> �<< >' »�� >'z: > >ES >< >.'••. Re- Inspection Not Required (Engineer's disposition is Use As Is) *ours: ., . As of Date: 6/25/91 Ravi Russell Rooks this Non - Conformance is considered closed. Inspector: Russell Rocks Manager: C. Weaver 1 w E D G E ANPORMA } Client: Address: Permit No.: ii:I'4k:i,: r + . %i% ?'r, ' i � . < :•ii::yji:i:iti.;:::i' ::'•F.• .:: :::: r. +y:. /..: ...i. +. ::..:: R::::!.:......::y:::ii,:. i . >;> R egiilrfiri'ent�' ? ,, .., ::::::.:...: . Code Standard Spec. Drawing The requirement states in part: Column 4B shows lay out elevation for North & South. Side beam clips. n Ea Rework to approved plans, specifications, nodes, standards, and tolerances. Referred to Engineer of Record for disposition. Ej Submit Approved Submittals Fabricator to eu. •1 two new beam cli s with a drilled holes, field out -off old clips, "re -weld new clips @ oorreot elevation per erection details." 1 Bldg. off. 1 owner 1 Arch Inspector: Date: Seo. /Para: Sec. /Para: Sec. /Para: Detail No.: 4 (fab) BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 6498 Russell Rooks 8/10/91 1 Engineer 1 Contractor 1 File na • ro • riate F71 Re- Inspection Required (Re- Inspection always required unless En ineer's Dis oaition is Use As Is) p All items have been re- Inspected and are X Conforming Non- Conforming to approved plans and specifications. Report No. : WEC Project No.: Inspector: Date: Proj. Name: ,,,,.::::: ,•:::.: +•:::,::.:::::, drt- Cdnfdtttii#it .. >ti t ....... Contrary to the requirement: On North end of building col. was fabricated in error- -South clip was located 3" low, N.S. cli was located 2 1/2" hi h. Inspector's Signature: tie act an% ) Inspector : Manager: All reports are considered con identlel and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (208) 872.9454 108n 9102 -041 Russell Rocks 8/10/91 Boeing Caffeteria 9-12 Building lj Use As Is, no further work required. Reject, ropair to approved requirements. Repair Per: Engineer of Record: Date: n Re- Inspeotion Not Required (Engineer's disposition Is Use As Is) As of Date: 6/11/91 this Non•Conformanoe is considered closed. Russell Rooks C. Weaver Russell Rocke W E D G E Client: Address P.O. Box 3707 MS /4H -07 Attn: BEC &E Seattle, WA 98124 Karl Olson >< >zfitfi�lifi'cafan' Material: Type Grade Bolts: CMTR Yes CC Yes Type Grade Welder Certification: WABO Other: CMTR Yes CC Yes Mil Weld Procedure Speoifioation: Prequalified rX I Qualified Erection Drawings Approved?: Yes 1 Building Official 1 Owner 1 Architect A -36 B A -325 I I X Q 1 Engineer 1 Contractor 1 Other AWS Omer No No No No No r Note: All of the above must be approved and accepted prior to the start of erection. STEE4 :E REOTt. 1. Inspected all joist to beam connection welds on 3 line between column 7K and col. 70. 2. Verified torq. on 14 connections - bolted marked on steel. 3. Placing decking on 40 sheets E side "2" & "3" line between "B" & "F ". 4. Setting equipment frames 15D -L &R 5. Inspected FW on roof framing: 14A0(5) 14Z(2). P: 2 3 4 5 Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded Bolt Diameters: 7/8" Field Welds: Bolting: Bolt Tension Turn- of- Nut Calib. Wrench Tension Control Arbitration Proo. Erection Tolerances: Torque Wrench S/N Skidrnore S/N Conforming 20 welds 8 welds 50 welds X 109e 9102 -04i Russell Rocks 6/12/91 Fillet Partial Pen Complete Pen Electrode ..6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Yes Yes Yes Yes Yee Other Bolt Type: A -307 A -325 A -490 No No No No No AISC © Other: 9103 -002 Calib.: Daily 9010 -015 Calib.: 8/15/91 aaonf�rmsn of ; W All item inspected are n All reports ms considered confidential and sre the property of the Client snd Wedge Engineering. Reproduction in whole or In put without the written permission of WEC is forbidden. Q Non - Conforming ark >i`#nv et re .....:: None hard bolted to approved plans and specifications. Manager: C. Weaver • • • Note: Decking activity 28 bolts 70 welds 224 was scheduled to be complete 6/10/91 only 50% complete this date. Inspector: Russell Rocks ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872.9454 w E Client: Address P.O. Box 3707 MS /4H -07 G c G Attn: Weather: Areas Inspected: Continuous Footings Spread Footings Slab on Grade Sample Number BEC &E Location Seattle, WA 98124 Karl Olsen Fair Grid Grid Elev. >:Weothi Inapeotions pertirmef 7.77 Auger Cast Piles Driven Piles Other X Approved Plans on Site ?: Yes Specific Location: Grid Line Describe: East side salb on grade & new 72" MH. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Location emar Density (pcf) Air Temp.: 60 F Elev. ft. Nuclear Densometer omples •Obtn)ned Soil Type M/C ( %) Comp. ( %) WEC Project No.: Report No. : Inspector: Date: Proj, Name: Site Address: Permit No.: Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: .................... Type: S /N: Calib.: MWagiMUMUMM p n.. e All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (208) 872.9451 FAX (208) 872-9454 9102 -041 110s Jeff Rabe 6/12/91 Boein. Cafeteria lie • u)remen Cafeteria 9 -12 building/ Waterfront Park ..6498 >Equfpiine 130 ..95 Tests Required Type: S /N: Calib.: Cone Penetrometer • G nt n o! W r Ali items inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Manager: C. Weaver Depth pcf Center Corner East side Corner ..127.7 ..125.6 ..128.2 ..131.3 ..98 ..97 ..98 ..100 ................... ................... Accept/ Depth Rejeot Jeff Rabe Client: Attn: Address P.O. Box 3707 MS /4H -07 Materials Inspected: Conorete Resteel Masonry Grout Other Approved Yes Specific Location: Grid: See below Req. Str. Quan. PI.: Sample Size: 6 "X No. of Samples Cast: Slab on grade floo fro a line 2 to West wall. Sam led at 30 ards Ticket #314066 Weather: Partly Cloudy Cyl. No. 112A 112B 112C 112D 1 Bldg. Off. 1 owner 1 Arch. Ell BEC &E Seattle, WA 98124 Karl Olson Plans on Site?: No 3000 psi at 56 CY Date Tested 6/20/91 7/11/91 7/11/91 1 Engineer 1 Contractor 1 Other Ell 12 " 4 Age Days 7 28 28 Hold Areas Inspected: Footings Slob on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other mash Elev.: na Ell if 28 days. Cylinders Cubes Air Temp. 57 om s p Total Load (lbs.) 122000 167000 175000 El ft. Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: Compressive Strength (psi) 4310 5910 6190 All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or In part without tho written permission of WEC le forbidden. ENGINEERING 20856 84th Ave. S., Kent, WA 98032 (208) 872.9451 FAX (208) 872-9454 112o na 9102 -04i Jeff Rabe 6/13/91 Boeing Cafteteria East Marginal Way West of 9.08 bldg. 6498 3 7/8 " 60 F 5 1/2 sack 68 " 517 1440 1950 WWF All items inspected are Conforming Non - Conforming to a roved lens ands eaiffaations. ren gtiCc s;i » �5� :<`: > >i3i Y'%' ii#% it ' » :........................... . ....... . ...................... Shear Shear Cone Inspector: Percent Air: na % Supplier: Stoneway Mix Design No.: 5500 City Approved Mix ?: Y Water Admixtures Other Spacing Sizes Used: Manufacturer: Comments l Je9 Rabe Manager: C. Weaver 250 max. na na 6x6, 2x4 na E D G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson Material: Type Grade Bolts: Type Grade Welder Certification: WABO Other: CMTR Yes CC Yes Weld Procedure Specification: Prequalified Erection Drawings Approved?: Yes :a:a.:oi'ved. steel 490 ft. lbs. A -38 B A -325 II CMTR Yes X CC Yes I1 4 welds reject- all repaired. 2. NCR- on incomplete weld col. 4C L &R. 3. Inspected FW -col. base PL redesign. 1 Building Ofiicisd 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other No No AWS Qualified Non Note: All of the above must be approved and accepted prior to the start of erection. sttter 1. Inspected decking welds- entire West side of roof from 2 line to 2.5 and from A line to H line. 104 sheets 4. Verified torq. on bolted connection marked on P Report No. : WEC Projeot No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bearing Friction Welded 77.7 X Bolt Diameters: 7/8" 113e Rev 1 9102 -041 Russell Rocks 6/13/91 Field Welds: Fillet Partial Pen Complete Pen Arbitration Proc. Yes l X Electrode E7018, E6022 Erection Tolerances: AISC Torque Wrench S/N 9103.002 Skidmore S/N 9010 -015 Bolt Type: A -307 A -325 A -490 ..8498 Boer Caffeteria Cafeteria 9 -12 Building/Waterfront Park ><Tal >< > >Ei Other Bolting: Bolt Tension Yea ;s No Turn- of- Nut Yes ><' No : €z; ><: None Calib. Wrench Yes X No hard Tension Control Yes 's'i? '> No << ?:: bolted Other: Calib.: Daily Calib.: 6/15/91 Conforming 1 1560 welds All item inspected are Non - Conforming to approved plane and specifications. 1 -NCR this date. e oa:Mflar4irtgpa 1.._? 3 4 bm to col 2 bolts col 3BL 11 welds col 3BR 11 welds bm to col 2 bolts All reports ere considered confidential and ere the property of the Client end Wedge Engineering. Reproduction In whole or in pert without the written permission of WEC Is forbidden. Inspector: Russell Rooks Manager: C. Weever ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872-9451 FAX (208) 872.9454 Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson tE0TI I Material: Type Grade Bolts: CMTR Yes CC Yes Type Grade Welder Certification: WABO Other: CMTR Yes X CC Yes Ins Weld Procedure Specifloation: Prequalified Erection Drawings Approved?: Yos A500 B A325 11 AWS 0 Qualified No Note: All of the above must be approved and accepted prior to the start of erection. rti`os �s' ma 1. Ereoting and welding aare steel:16AF to col. 7D, 16AF to col. 7B, 16AK to co1.7B, 16Ak to col. 7A, 16AM to col. 7A, 16AM to col. 5BR, 16AM to co1.5BR, 16AG to col. 5BR, 16AG to oo1.5BL, 16AD to col. 5BL, 16AD to col. 7H, 16AA to 16AD, 16AA to 15C, 16W to col. 7D, 16W to 16AP, 16AP to col. 5D, 16AP to col. 5C. 1 Building Official 1 Owner 1 Architect 1 Engineer 1 Contractor 1 Other Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Bolt Diameters: 7/8" 114e 9102.04i Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proc. Yes Russell Rocks 8/14/91 Field Welds: Fillet Partial Pen Complete Pen X Erection Tolerances: AISC Torque Wrench S/N 9103-002 Skidmore S/N 9010-015 ..8498 Boeing Caffetoria Cafeteria 9 -12 Building/Waterfront Park Other Connections: Bolt Type: Bearing A -307 Friction X A -325 Welded X A -490 Electrode E -7018 No No No No No None hard bolted Other: Calib.: Daily Calib.: 8/15/91 ori'f n .manna ... at< iiVark�� ......... ............................... 1 20 weld All item inspected are Conforming n Non - Conforming to approved plans and specifications. All reports us considered confidential end are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC is forbidden. Inspector: Russell Rocks Manager: C. Weaver ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872 -9454 Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson ::«•::.: ;: ? _;:;Civalifiiirtioi Material: Type Grade Bolts: Welder Certifioatlon: WABO Other: 1 Building Official 1 Owner 1 Architect BEC &E Seattle, WA 98124 CMTR Yes CC Yos Type Grade CMTR Yos X CC Yes Weld Procedure Specification: X 3. Roof decking welds - eneterance area. 4. Verified torque on bolted connection. 1 Engineer 1 Contractor 1 Other No No No No AWS r;1 Prequalified Q Qualified Erection Drawings Approved ?: Yes © No Note: All of tho above must be approved and accepted prior to the start of erection. i#e 1. Installed equipment mounting frames (welded) 15G, 15F, 15K, 15H, 15P. 2. FW on roof wind wall lateral tubes to col. 16B, 16B, 16W, 16Z to 16AT, 16Z to 16AU (all upper's). 6D, 5G, 5C, 7G, 5F, 16F, 16C, tube to tube- 18AP to • ERECT C Ct>'i F.PORT • 2 3 Report No. : 115e WEC Project No.: 9102-041 Inspector: Russell Rocks Date: 6/17/91 Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bolt Type: Bearing A-307 Friction X A-325 Welded X A-490 Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen Electrode Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proo. Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N :,.�onfnrmtiiite. af,:V 40 weld 19 weld 180 weld 9 joints All reports are considered conlidentisl and are the property of the Client and Wedge Engineering. Reproduction in whole or In put without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 ,.6498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park FMN Other No No No No No AISC © Other: 11860 Calib.: Daily 9106.004 Calib.: 6/15/91 All item inspected are Conforming C Non- Conforming to approved plans and specifications. 1 -NCR written on col. 2D base •late ::;. >::•;;: >:;:::..r.;: ;: IUfark Thspe El None hard bolted Manager: C. Weaver Inspector: Russell Rocks Client: BEC &E Address: Permit No.: A & B should be made: El Submit Approved Submittals Inspector: Russell Rocks 1 Bldg. 011. 1 Owner 1 Arch Date: 6/13/91 6498 1 Engineer 1 Contractor 1 File P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Code Sec. /Para: Standard Seo. /Para: Speo. Sec. /Para: Drawing S -8 Detail No.: 2 The equirement states in part: As shown -welds El Rework to approved plans, specifications, codes, standards, and tolerances. Referred to Engineer of Record for disposition. Re- Inspection Required (Re- Inspection always required unless Engineer'a Dia•osition is Use As Is) ;ta I .ec t n tR All items have been re- inspected and are X Conforming Non - Conforming to approved plans and specifications. . A. ^ .. :a ork n s p e i Report No. : 116n Rev 1 WEC Project No.: 9102 -041 Inspector: Date: Proj. Name: .:ht t#•.R d ns Contrary to the requirement: the column base plates required welding "in place" welds at point A & B cannot be done on the outside face due to interference with ooncrete wall on column 4C L & R - A 1/4" fillet has been put in on the inside table to PL. Inspector's Signature: X Russell Rocks 6/13/91 Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: Engineer of Record: John Riloy All reports are considered con identlel end are the property of the Client and Wedge Engineering. Reproduction In whole or in pert without the written permission of WEC Is forbidden. ENGINEERING 20858 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872 -9454 Boeing Catfeteria 9 -12 Building Date: 6/25/91 Re- Inspection Not Required (Engineer's disposition Is Use As Is) As of Date: 6/27/91 As the redesign of Russell Rocks fif%': �pfff.'• Y' 'r::fy::: f:ti:x;f,:i,•:,:'�f:;:f f .. i6 ?:!: :'^ 2is".> f : ?: < + #: is ;::::. }::•}:,',:f':ff:i; ?;:ff %: %:f } }:f•': :f this Non - Conformance is considered closed, Inspector: Russell Rocks Manager: C. Weaver ION C 1PPO A Client: 0 Address: G Permit No.: X 1 Bldg, Off. 1 Owner 1 Arch Date: BEC &E Code Standard Spec. Drawing S -8/13 fab P.O. Box 3707 MS /4H -07 Seattle, WA 98124 6/11/91 6498 Inspector: Russell Rocks 1 Engineer 1 Contractor 1 File Sec. /Para: Sec. /Para: Sec. /Para: Detail No.: 6/13T The equirement states in part: Piece 13T shows 1/4 x 5 1/2 x unkl PL with 4 holes or attachment. Detail 6 of drawing S -8 indicates attachement of PL to horizontal angles in joists by welding a 1/4" fillet vertical on both sides. e Rework to approved plans, specifications, nodes, standards, and tolerances. Referred to Engineer of Record for disposition. n Submit Approved Submittals 1. Co a out 13T to allow Installation of beams on elevation. 2. Reduce FW size to 3/16" per oode. 3. Use skip weld around bolt interface & add a 3/18" x 2 1/2" weld on the bottom of clips affected. All Items have been re- inspected and are Conforming Non - Conforming to approved plans and specifications. Re- Inspection Required (Re- Inspection always required unless Engineer's Dis osltion is Use As Is) '.fo:•..:,;: nc ' e . .. n : ? o r'k n rma o't'Re I s "e� ' �` o p t ea w k mill Report No. : WEC Project No.: Inspector: Date: Proj. Name: >� Nait::CO farm n • :C r1 t f f »:«:`::<:::::::::;: >;:: >:: >s>: Inspector's Signature: Engineer of Record: Date: nr''eottcn`�< n Re- Inspection Not Required (Engineer's disposition is Use As Is) Inspector: Manager: All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872-9451 FAX (206) 872 -9454 117n 9102 -041 Russell Rocks 6/11/91 Boeing Caffeteria 9 -12 Building Contrary to the requirement: In order to inotall PL 13T so as to allow pieces 13A, B, C to be located at design elevation pieces 13T (6) must be coped to fit under top cord. Further, a 1/4" fillet is unacceptable as the thinest member joined is the joist angee which Is 3/18" (AWSD1.1). Also 3 of the clips are drilled such that the vertical weld will interface with the bolts. Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: L oauru...•: As of Date: 6/11/91 Russell Rocks C. Weaver Russell Rooks this Non - Conformance is considered closed. YY E D G E Client: Address P.O. Box 3707 MS /4H -07 Attn: BEC &E Seattle, WA 98124 Karl Olson .flitallflcationi Material: Type A36 A446 Bolts: Grade B CMTR Yes CC Yes Type Grade Welder Certification: WABO Other: CMTR Yes CC Yes Weld Procedure Specification: Prequelifled Erection Drawings Approved ?: Yes A325 11 3. Decking welds: 60 sheets checked No No No No AWS Qualified t11Ar NoEn Note: All of the above must be approved and accepted prior to the start of erection. 1. FW's brace bay's: 14G upper, 141-1 upper, 14s upper, 14P upper, 14K lower, 14M lower, 14e' lower (South end), 14A lower (south end). 2. FW's wind wall frame: 16AB (2) to col. 16D, 16AB (2) to col. 16G lower, 16AB(1) to col. 16D upper & col. 16B upper, 16AB(2) to col. 16F lower, 16AB(2) to col. 16C lower, 16AB(2) to col. 16A upper & lower. 4. Verified torq on bolted connections at 490 ft. lbs. 1 Building Official 1 Owner 1 Architect 1 Engineer 1 Contractor 1 Other WEC Project No.: Inspector: Date: 6/18/91 Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bolt Type: Bearing A -307 Friction X A -325 Welded X A -490 Bolt Diameters: 7/8" 118e Rev 1 9102 -041 Russell Rocks Field Welds: Fillet Partial Pen Complete Pon Electrode Other Bolting: Bolt Tension Yes < ><> No Turn- of- Nut Yea >> No Calib. Wrench Yes X No Tension Control Yes No Arbitration Proo. Yes l X 1 No ..8498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park None hard bolted Erection Tolerances: AISCn Other: Torque Wrench S/N 9103 -002 Calib.: Daily Skidmore S/N 9010 -015 Calib.: 6/15/91 on r TEEL s.EREC'1't01�( .f EPOR T's #> Report No. : Conforming All item inspected are Non - Conforming Ej to approved plans and specifications. 1 16 weld > <�plece�lVl a v. a :. 4 2 conn. 2 13 weld 3 900 weld All reports are considered conf dentist and are the property of the Client and Wedge Engineering. Reproduction in whole or in port without the written permission of WEC is forbidden. Inspector: Russell Rocks Manager: C. Weaver ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (208) 872-9454 Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson Materiel: Type Grade Bolts: Welder Certification: WABO Other: CMTR Yes X CC Yes Type Grade CMTR Yes CC Yes EN Weld Procedure Specification: Prequalified Erection Drawings Approved?: Yes A36, A500, A446 8, B, S A325 it X Q Ell ti ttles No:: >«:: No No No AWS Qualified No r Note: All of the above must be approved and accepted prior to the start of erection. 1. FW brace bays: 14D (lowe 1, 14F (lower), 14A2 (upper) 2. FW mech. wall frame" 16T (2) to col. 168, 16T(2) to col. 16K, 1688 to col. 16P, 16BB to col. 16K, 16BC to col. 16K, 16BC to col. 4B, 16AS to col. 4B, 16AS to co1.6C r, 16AB(2) to col. 6C r, 16BA(2) to co1.2C, 16AZ to col. 2C, 16AZ to col. 2B, 16BA to col. 2B, 16BA to col. 4C I, 16AS(2) to col. 4C 1, 16AS(2) to 381, 16AW(2) to col. 3AL. 3. Decking welds: 60 sheets -7 rejects- all repaired. 1 Building Official 1 owner 1 Architect 1 Engineer 1 Contractor 1 Other STEEL'.•;; ERECT ON Ei?QI�T Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: 1190 Rev 1 9102 -041 Russell Rocks 6/19/91 ..6498 BoeingCaffetoria Cafeteria 9.12 Building/Waterfront Park Erection: AISC Connections: Bearing Friction Welded X X Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen Erection Tolerances: Torque Wrench S/N Skidmore S/N AISC NA NA Other Bolt Type: A•307 A -325 A•490 Bolting: Bolt Tension Yes >« € No Turn- of• Nut Yea »> No Calib. Wrench Yes << ': No Tension Control Yea < No Arbitration Proc. Yes No Iro El Electrode E7018, E6022 Other: Calib,: Calib.: All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In part without the written permission of WEC Is forbidden. Conforming on �a All item Inspected are © Non - Conforming El to approved plans and specifications. ::::;::. �:::; �.»: :;::::: <.::: ><:;;:::: >:<::;•::p et:e..MA>trkt;.in e.tst .. . 1 8 welds 2 28 welds 3 900 welds Inspector: Russell Rocks Manager: C. Weever ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 A L!1 s SU1 ANC .IAYf��S: Client: Address Attn: Karl Olson :.:..:.:. ..... Materials Inspected: Conorete Restool Masonry Grout Other Approved Plans on Site?: Yes © No Specific Location: Elev.: 111.5 ft. Grid: Between lines 2 and 3 from A to H. Plinth locations on 1 line at E, F, G, and H lines. >`S$ dal( >;:. "gCeti�tr ? Req. Str. Quan. PI.: Sample Size: 6 "X No. of Samples Cast: Cyl. No. 120A 120B 120C 120D 1 Bldg. off. 1 Owner 1 Arch. BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 1 Engineer 1 Contractor 1 Other 3000 psi at 72 CY 1st Toad truck /1338 slump 4" 2nd load truck #342 3rd load truok /1309 4th load truck #333 5th load truck /1309 6th load trunk #337 7th load trunk #333 8th load truck #344 Used for .iinths Sam Ies taken at 42 yards ticket 11314640 Date Tested 6/26/91 7/17/91 7/17/91 12 " 4 EIN slump 4 1/2 samples taken Completed slab on grade same mix Age Days 7 28 28 Hold Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Plinths 28 days. Cylinders Cubes Weather: Sunny Air Temp. 64 Total Load (Ibs.) 108000 132000 133000 Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: 120c 9102 -041 Joe Kjeldgaord 6/19/91 Boeing Caffeteria East Marginal Way West of 9-08 bldg. E atM rp y . g 6498 Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grade Used: to 0 Compressive Strength (psi) 3820 4670 4700 All reports are considered confidential end are the property of the Client and Wedge Engineering. Reproduction in whole or in put without the written permission of WEC Is forbidden. see remarks 70 F 5 1/2 sack 7/8 " 517 1440 1950 60 60 Percent Air: na % Supplier: Stoneway Mix Design No.: 5500 City Approved Mix ?: Y Water Admixtures Other 250 na na Spacing Sizes Used: Manufacturer: na #4 nrtt4rmence: d : oric .:<.... .. ::::::•:.<:<.;::::::::««. >•: •::<.;; All Items inspected a e Conforming Non - Conforming roved Zane and s.ecifications. ro gt `• t n g Shear Shear Cone, Split Inspector: Manager: Comments Joe Kleldgeerd C. Weaver ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872-9451 FAX (206) 872-9454 l Client: Address: Permit No.: X Code Standard Spec. Drawing AISC BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 6498 The equirement states in part: On bolted connections; full thread engagement shall be achieved on all structural bolted connected. le; all threads of the nut shall be engaged with all threads of the bolt. n Rework to approved plans, specifications, codes, standards, and tolerances. Referred to Engineer of Record for disposition. Submit Approved Submittals Inspector: Russell Rooks Date: 6/17/91 Sec. /Para: Sec./Pare: Sec. /Para: Detail No.: NPORMA spositfC Report No. : WEC Project No.: Inspector: Date: Proj. Name: Inspector's Signature: 123n 9102 -041 Russell Rocks 6/10/91 Rev 1 Boeing Caffeteria 9 -12 Building . .:..............:.............. ........................................,:, Re• uirement;:>:;:.<:.;::;<.:<.:; «•;:........................... ............... ,. �::.:N t{> Contrary to the requirement: Base plate connection. Col. 2D (two bolt connection) South nut has 1/3 thread engagement, North bolt is full thread. Top of col. is welded to beam 15C. X Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: Provide plug weld of nut to bolt. Engineer of Record: John H. Riley Date: 6/27/91 Russell Rocks ....... ............................... ?:F Fri Re- Inspection Required (Re- Inspection always required unless Engineer's Disposition is Use As Is) :: <:: > >:::<: � i:;:4 rig :isi %:;:i2::: ?::;:::::::: <; %:; ;?::: �:i �:< z:;;: 3> �:: i::;: i::'• ig i 'ti: ;�r•,::::::ii ? >:;;:: >:: >ii: �: �;;:i�:;:::r: � r:: :r<:Co' for "`'iin o < `� rie: ir'`•:` :. n m t e l of d >W k�>:> �< �::::.: ::.::;:<•: »:: Conforming Non - Conforming All Items have been re- inspected and are to approved plans and specifications. n Re- Inspection Not Required (Engineer's disposition is Use As Is) As of Date: 6/27/91 this Non - Conformance is considered closed. Inspector: Russell Rocks Manager: C. Weaver 1 Bldg. Off. 1 Owner 1 Arch 1 Engineer 1 Contractor 1 File All reports are considered con Identlel and are the property of the Client end Wedge Engineering. Reproduction In whole or in part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 Client: Address: Permit No.: X n 1 Code Standard Spec. Drawing AISC BEC &E Date: 6/17/91 P.O. Box 3707 MS /4H -07 Seattle, WA 98124 8498 uir6 i rit iii {iEi;i: i;i :i! tsi :'•< .'' %f ':; ii EiE ii; i i : i i> E The equirement states In part: On bolted connections; full thread engagement shall be achieved on all structural bolted oonneoted. le; all threads of the nut shall be engaged with all threads of the bolt. Rework to approved plans, specifications, nodes, standards, and tolerances. n Referred to Engineer of Record for disposition. Submit Approved Submittals Inspector: Russell Rocks Sec. /Para: Sec. /Para: Sec. /Para: Detail No.: All items have been re- inspeoted and are Conforming Non - Conforming to approved plans and specifications. X Report No. : WEC Project No.: Inspector: Date: $po • Ild Inspector's Signature: X 123n 9102 -041 Russell Rocks 6/10/91 Engineer of Record: John H. Riley Date: 6/27/91 Rev 1 Proj. Name: Boeing Caffeteria 9-12 Building Contrary to the requirement: Base plate connection. Col. 2D (two bolt connection) South nut has 1/3 thread engagement, North bolt is full thread. Top of col. is welded to beam 15C. Russell Rooks Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: Provide plug weld of nut to bolt. : Re- Inspection Required (Re- Inspection always required unless Engi neer's Dis osition is Use As Is) E Co; ,,: need': `• spent ` or' t 2 <' 'Yi £ ` ii n rma t �te�ln ts''d�1N k p Re- Inspection Not Required (Engineer's disposition is Use As Is) As of Date: 6/27/91 this Non-Conformance is considered closed. Inspector: Manager: Russell Rocks C. Weaver 1 Bldg. 011. 1 Owner 1 Arch 1 Engineer 1 Contractor 1 File All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in pert without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kant, WA 98032 (206) 872-9451 FAX (206) 872.9454 Client: Address P.O. Box 3707 MS /4H -07 Attn: Bolts: BEC &E Seattle, WA 98124 Karl Olson c i n Material: Type Grade CMTR Yes X CC Yes Type Grade Weider Certification: WABO Other: CMTR Yes CC Yes Weld Procedure Specification: Prequalified Erection Drawings Approved?: Yes 16A to col. 3A -r. to col. 4A. 4. Decking welds-pick-up work, 1 1 Building Official Owner Architect A -36, A•500, A -446 B, B, II 3. Structure weld beam 15A/15C to col. 6A, 5. NCR on col. 4A (change connection). 6. Verified double button punch on deck sheets. 1 Engineer 1 Contractor 1 Other BMW No No Noe No AWS 1" "" 71 Qualified Not Note: All of the above must be approved and accepted prior to the start of erection. 1. Mech. shield wall (South end) -18 connections from col. 2. Parapit frame (South end) -9 connections from col. 6A ['STEEtr ?' <CRECTl All reports are considered conf of the Client and Wedge Engine or In part without the written pa Olt Rt P.OR'1` `: Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: Connections: Bearing Friction Welded Bolt Diameters: Field Welds: Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proo. Yes Erection Tolerances: Torque Wrench S/N Skidmore S/N .:C anftYrmenre ta f.;Wtyrk.: All Item Inspected are Conforming 1111 Non - Conforming 1 20 welds 2 3 4 11 welds 1 weld 50 welds 6 90 sheets AISC dentist and ere the property ring. Reproduction in whole mission of WEC is forbidden. 124e 9102 -041 6/21/91 Ell Bolt Type: A -307 A -325 X A -490 Fillet Partial Pen Complete Pen Electrode E -7018, E -6022 to approved plans and specifications. 1 -NCR This date :.lece:lvlerke•.t Russell Rocks ..8498 Boeing Caffeteria Cafeteria 9.12 Building/Waterfront Park Other No No No No No • SC X Other: : r None hard bolted Calib.: Calib.: Impactor: Russell Rocks Manager: C. Weever ENGINEERING 20656 84th Ave. S., Kant, WA 98032 (206) 872-9451 FAX (206) 872.9454 E D G E 7/1/91 7/22/91 7/22/91 101000 125000 139000 Shear Shear �1Y1 W, W KIMYIIN YIWaf. . f ? y `F r s'1'rrp 0041 0 01 Client: Address P.O. Box 3707 MS /4H -07 Attn: Materials Inspected: Concrete Resteel Masonry Grout Other Specific Location: Req. Str. Quan. PI,: Sample Size: 6 "X Cyl. No. 125A 125B 125C 125D 1 Bldg. Off. 1 Owner 1 Arch. BEC &E Seattle, WA 98124 Karl Olson Approved Plans on Site?: No. of Samples Cast: 12" Yes © No Other Plinths and column closures Elev.: 111.7 ft. Grid: Plinths on Tine 1 @ B, C, D lines. Column closures on line 2 @ A, B, C, D, E, F, and G lines. 5p ecirnene:Cei 4 ma rlin' » >: Concrete also used on 4 benches. Weather: Cloudy Date Tested 1 Engineer 1 Contractor 1 Other Age Days e jyti cilvitie :Per}bririe tl<;<< >s:< d:UAUT Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles 3000 psi at 28 days. 10 CY Cylinders Cubes Air Temp. 62 Total Load (Ibs.) S U RA Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: :hug:;: •t ::. » » » ?. »�> �: � : ^:< >:: > »':< % > ?' >:':.� < : >'.:. <:z` Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grado Used: Compressive Strength (psi) All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or in part without the written permission of WEC s forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872-9454 125c 9102 -041 Joe Kjeldgaard 6/24/91 Boeing Caffeteria East Marginal Way West of 9 -08 bldg. 6498 3" 65 F 5.5 sack 718 " 517 1250 1950 Yofitiil �'.St n Water Admixtures Other Percent Air: ne Supplier: Stoneway Mix Design No.: 5501 City Approved Mix?: Spacing Comments Inspector: Joe KJeldgaard Manager: C. Weaver 240 AEA .75 NA 60 Sizes Used: N4 60 Manufacturer: na 0 ;:<::: >:: >:<:> : » >:: >:;::: » >:<::: >:: >:: »• : >:: >::::: >::::Con orman�e. af.. Wwk .......... ..:.....................::..... . All items inspected are Conforming Non - Conforming to a•.roved •lens and s•ecifications. nasal tr v e in S h:'>` `:<><> s'>>'' r'.>` EY >;';<`%#<#.':#> EEri? E> �:` •.`::::.:;<.,:.:�:.; >::.::.;:.. D G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson >1 >i�Clualffida�f6i• Material: Type A500, A36 Bolts: Type Grade Welder Certification: WABO Other: Grade A, B CMTR Yes CC Yes CMTR Yes CC Yes X Hilti Bolts 1. NCR on window wall columns. column 5C, 4B, 3BL, and plug welds. 1 Building Official 1 Engineer 1 Owner 1 Contractor 1 Architect 1 Other AWS 0 0 Erection Drawings Approved?: Yes © NoLLI column base plate per engineer response to RFI #98 Weld Procedure Specification: Prequalified Q Qualified Note: All of the above must be approved and accepted prior to the start of erection. 2. Verified modified installation on skylight frames per engineers response to rfi 96. Frames 13H•G, 13K -M. 3. Verified Installation & enbedment of hilti anchors on 3 Report No. : WEC Project No.: Inspector: Date: Permit No.: Proj. Name: Site Address: Erector: Erection: AISC Connections: Bolt Type: Bearing A -307 Friction A -325 Welded X A -490 Bolt Diameters: 7/8" Field Welds: Fillet Partial Pen Complete Pen Bolting: Bolt Tension Yes Turn- of- Nut Yes Calib. Wrench Yes Tension Control Yes Arbitration Proo. Yes Erection Tolerances: AISC Torque Wrench S/N NA Skidmore S/N NA Conforming All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 Electrode E -7018 All item inspected are 126e 9102 -041 Russell Rocks 6/24/91 ..8498 Boeing Caffeteria Cafeteria 9 -12 Building/Waterfront Park Other RFI's No No No No No Non - Conforming Other: Calib.: Calib.: to approved plans and specifications. 1 NCR written `'`ce ItiTark�?inu "e:t1t ��hCe 16 Welds 5 Hillis 5 Plug weld None hard bolted Manager: C. Weaver Inspector: Russell Rocks ett pabitoa it e::Cnat:.i Client: BEC &E Address Seattle, WA 98124 Attn: Karl Olson Materials Inspected: Concrete Resteel Masonry Grout Other Approved Plans on Site ?: Yes © No Specific Location: Grid: On line @ A line Weather: Cloudy Cyl. No. 1 Bldg. Off. 1 Owner 1 Arch. P.O. Box 3707 MS /4H -07 r <> �`)nepeoe) bits : P'tgrfarfrityti <<?:;': >:: ><;:: Date Tested 1 Engineer 1 Contractor 1 Other amar Monitor placement of remaining plinth at above location, 1:50 PM. Cylinders taken from 1st load, same mix design. Remainder of load used on benches. LI Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Wells Auger Cast Piles Other Plinths Elev.: 111.7 ft. Air Temp. 67 Age Total Load Da s (lbs.) Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Cover Grade Spec.: Grade Used: ti mpre aatto'Gtreigt Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 Compressive Stroneth (.si) All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or in pert without the written permission of WEC Is forbidden. 127c 9102 -041 Joe Kjeldgaard 6/24/91 Boeing Caffeterie East Marginal Way West of 9-08 bldg. 6498 3" 71 F 5.5 sack 7/8 " 517 1250 1950 60 Sizes Used: a4 60 Manufacturer: na Kerr >`Conhormunoe 0 Conforming Non - Conforming to a..roved •lane and s All Items Inspected are X I nspector: Manager: Percent Air: na % Supplier: Stoneway Mix Design No.: 5501 City Approved Mix?: Y Water Admixtures Other Spacing or 240 AEA .75 na ecifications. Comments Joe Kieldgaard C. Weaver of ne pa Client: BEC &E Address P.O. Box 3707 MS /4H•07 Seattle, WA 98124 Attn: Karl Olson :E `ERECTI Materiel: Type Grade Bolts: Welder Certification: WABO Other: 1 Building official 1 Owner 1 Architect CMTR Yes CC Yes Type Grade CMTR Yes CC Yes Ell Weld Procedure Specification: Prequalified Erection Drawings Approved?: Yes A500, A446, A36 B, A, B X A325 II X Ell Note: All of the above must be approved and accepted prior to the start of erection, nga an: t=aYYing .sur 1 Engineer 1 Contractor 1 Other AWS Qualified temf 0 o IsiEE3> No welds to reattach decking closes NCR dated 6/24/91. 1. Inspected installation & fw s on window wall col. 16MK/17M, 4MK#7P, 2MK#7S, upper and lower connections. 2. Inspected Installation & fw's on decking support angles (for decking opening's less than 24 ") 8 locations. 3. Verifed torq. on remaining bolted connections. 4. Inspected field welds on new kalife brackets installed on equipment mounts (MK#15). 5. Inspected puddle 6. Re aired fab weldson olsts closed NCR 078N rev 1. All reports are considered co of the Client and Wedge Engl or In part without the written ON REPOP Report No. : WEC Project No.: Inspector: Date: Permit No.: ProJ. Name: Site Address: Erector: Erection: AISC Conneotlons: Bearing Friction Welded Bolt Diameters: 7/8" Bolting: Bolt Tension Turn• of• Nut Calib, Wrenoh Tension Control Arbitration Proo, Erection Tolerances: Torque Wrench S/N Skidmore S/N 128e 9102 -041 Russell Rooks Electrode 6/25/91 ..6498 Boeing Caffeteria oleran�ei Field Welds: Fillet Partial Pen Complete Pen Cafeteria 9 -12 Building/Waterfront Park El Yes Yes Yes Yes Yes Bolt Type: A -307 X A -325 X A -490 Other E7018, E7024, E6022 No No No No No Ell ICS AISCn Other: ..11860 Calib.: Daily 9106.004 Calib.: 6/15/91 Conforming 1 132 welds :.. ;� >` >: >Canf drrriarrci3 All item inspected are Non - Conforming n to approved plans and speoifioatione. 2 3 4 5 6 62 welds 60 welds 66 connections @ 490 ft. fibs 16 welds 4 welds 7 Structural erection is com•lete & acce•table dentist and are the property ring. Reproduction In whole mission of WEC is forbidden. Inspector: Manager: Russell Rocks C. Weaver ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 w E D G E a.: Client: Address: Permit No.: X X X Code AISC Standard UBC Speo. Drawing 5 -6 The equirement states in part: plumb w /in 1 :500 tol., primary connections shall not be altered without eneineer's a Rework ( ^ 1 BEC &E Seattle, WA 98124 6498 to approved piens, speclfloations, nodes, standards, and tolerances. Referred to Engineer of Record for disposition. El Submit Approved Submittals P.O. Box 3707 MS /4H -07 Inspector: Russell Rooks Date: 6/21/91 royal. n Re- Inspection Required (Re- Inspection always required unless Engineer's Die•osition is Use As Is) 1 Bldg, 00. 1 Owner 1 Arch .,...... :...:•:::: .. .....:...........:........: ::: .:�:::::.�:::.:.,.::::::::::::: Nt7ft�t7tSnfAtrtit#ti ih) .... :........:...: 1 Engineer 1 Contractor 1 Flle Sec. /Para: Sec. /Para: Sec. /Para: Detail No.: Column's shall be y� Nt71V , oN �S3. :; .. A 4 crtnance.. ts•In:apect All items have been re- inspected and are Conforming Non - Conforming to approved plans and speclfloations. cpos)tfo Report No. : WEC Project No.: Inspector: Date: Proj. Name: Contrary to the requirement: Column 4A was found to be 1" out of plumb (South) after all connections were completed. UN bolted column from W16x31 beam 10H. Column name into plumb, could not rebolt beam as holes (4) wero mismatched to connection . plate by approx. 1/2 dia. of bolts. Allowed erector to make this connection by welding, 1/4" fillet- 3 sides Llate to beam pending engineers approval on altered oonneotions. Inspector's Signature: X r atf "' peetl Engineer of Record: John H. Riley Re- Inspection Not Required (Engineer's disposition 1s Use As Is) All reports we considered con Identlel and are the property of tM Client and Wedge Engineering. Reproduction In whole or In pert without the written permission of WEC Is forbidden. 129n 9102 -041 Russell Rocks 6/21/91 Boeing Caffeteria 9-12 Building Date: 6/27/91 1 e e Rev 1 Russell Rocks Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: _ As of Date: 8/27/91 this Non - Conformance is considered closed. Inspector: Russell Rocks Manager: C. Weaver ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (208) 872 -9451 FAX (206) 872 -9454 I E D V E • 0 Report No. : WEC Project No.: Inspector: Date: Proj. Name: 9102 -041 Russell Rocks 6/24/91 Boeing Caffeteria 9 -12 Building Client: BEC &E Address: P.O. Box 3707 MS /4H -07 Permit No.: Seattle, WA 98124 6498 Cods Standard Spec. Drawing The equirement states In part: Sec./Para: Sec. /Para: Sec. /Para: A15 Detail No.: 2 Attach window wall columns to bottom cord of joists by welding attachment ou s. n Rework to approved plans, specifications, codes, standards, and tolerances. C Referred to Engineer of Record for disposition. Submit Approved Submittals 1. Split location errors by cutting loose the joist and decking as re uired and movin: them to allow oolumn attachment at plumb location. 2. Refab bent -plate clips (44) to correct length for attachment. 3. Maintain correct window dimension. Inspector: Russell Rocks Date: 6/24/91 .Confor"'mance o ne:'ected ej C All items have been re- inspected and are Conforming • Non - Conforming to approved plans and specifications. ' • Iii'`' ?iii { 'i::: >ii �r�tort: Ccntattrltrt .. . Contrary to the requirement: 1. Original control point at 1.25 & C line was off by 3/8" thus throwing column base plate off location. 2. A detailing error on Blue Chip drawing #7 caused piece 7T (44) attachment clips to be fabbed short. 3. A combination of fab & Installation tolerances caused oists to be off line in relation to window wall column location thus attachment can not be made. Inspector's Signature: Russell Rocks 3`�Ot�itian' Use As Is, no further work required. Reject, repair to approved requirements. Repair Per: Engineer of Record: Date: ii:$i i: %;:i' {' }:;; < %;I : :i i;'r:i::i:: :::: ilii:U;:'�<: }; ?i:i:i }: };i;;ii��;,: • Re- Inspection Required (Re- Inspection always required unless Entineer's Disposition is Use As Is) n Re- inspection Not Required (Engineer's disposition Is Use As Is) this Non - Conformance is considered closed. Inspector: Manager: As of Date: 6/25/91 Russell Rocks C. Weaver 1 Bldg. OI1. 1 Owner 1 Arch 1 Engineer 1 Contractor 1 File All reports are considered con Idential and are the property of the Client and Wedge Engineering. Reproduction In whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872 -9454 �;iii ii'.•}; " ;4 ii: {': :::!•:'} ?j' :. ?: >:'r,.;: f G;:{:{ ii' i' i,: ii?'• r,:i: i:• • 4:•:' F.: v:} i• i ?:ii:: %;: ?:;:i:::i:i:f: �::: i is �:ii;i1 }ti i :::::.:..::::.; •: .:.:::: +•::?:i'•!•i;:: 4 ? ' r ^ :•: ?.i:•i:h•'•;;: ;::n ?• i ; +i ? ! ' { :': iii: ?:;;: �r�. j i:I{:i;:i': iii %� /•: ;:•i:• ?4Y�i:•; :•i .) 5 . FV.. I .. M I` A. if lfi• 1' :.Y�1 ? �:ti{•li::':2�:i F :i�' '•i4% ir,. J• i�'%':�'•�' ; <r':., :.•::: Client: BECE Report No. : 136r Project Location: East Marginal Way W. of 9-08 bldg. WEC Project No.: 9102 -04i Inspector: Russell Rocks Permit No.: 6498 Date: 7/2/91 Attn: Karl Olson Proj. Name: Boeing Caffeteria ... .: ... :... :.::.: : :i• i: .:.:i;;i ? ?•!:: i ? ;: ?•;; : :i .::: .' . .::..::...............:•. : ::�.; .: .: ?S ?;;;• %.;:: iii'..... F.... ..:..... :: ...:.: .. :........ ... i } ;:r ?i;i:;:!... •::::;:::::: is iiil:iiY.2:;::'Y:4i' ?'•,'i: ` }: r:; /,4 v. : :: ?,;;' .... ?,'fr: ?::: $i'��::: ?:i: :.:..:::.: <.:•: •:.:.:::;:,:.:: •.....: :: ...::::...:: .::::... ... ,..5..5.TEM DATft:::<:: s>::: r?:::>:# ri:: �»:>::>:: �>: is�%:>::;:::::::: s:::::;::::<::>.<:;:?>%:;.: >•,i ?; ?.:i:: >:.. ?.ii:.�;;;.: Manufacturer (s): G. S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen 8) Fasteners 5" @ 1 per 2 sq. ft. Composite Sys. 7) Accessories NA 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yes X Approved: Not Required No Manufaoturer & Installer Approved: Note: Must be approved prior to installation. Yes X No O . i j ioil . % kcE;i:21s .2�i # �:i iii2'tGi ?ii;r;> iii: }i;'>'!:'•i3i; . .>..:.;..:'<::,. . ..:,?;;•:;.;: :;:.; ;:. :.;.:;:; i; .> i � ; ':: i .; , :: :..: ::.;' .:•.: : . '.:': . . .:; . ;DAf1Y'. STAIt`ATICiNRfirr f; fy:<:<<><:`; s; s:::..::.: :.;;,:, .:;.,.;.;.i;< :•: Aron (by grid) 3 link West to wind wall "C" thru Materiel Used: 1 -6 Items worked: Surface Preparation Acceptable: Joints ( If applicable): Area cleaned & checked erior to NA installation Fasteners (Ilet number requirement by material class): Hot Coating Temperature: 5 "L X 1 per 2 sq ft ISO Speo: 400 F Board & bottom board to deck Actual: 390 -400 F Weather (Note: if overnight protection will be required): Actual: Sunny -- Hot 85 F + Projected: Sunny -- Hot Storage (Per manufacturers requirements): Storage on roof -- aocept _ ::j .......... ....... WORK: >STAT S:<::;::i:;:<::i<:::i::i i.« :z +i:< >«:: ?.;:<• ?•: ?:.. ; AI{ :i:R R NCR Number: NA (if reject) 1. Review of fastener requirements for this a..lication Number Square feet accepted: 800 sq ft reveals that the speo. of 1 per 2 sq ft exceeds the corner /perimeter requirements of FM1 -28. Installation per spec /procedure Inspector: Russell Rooks Conforming X Non - Conforming M Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or In part without the written permission of WEC Is forbidden. r r/ V E D G E ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 ;:• ::: %l:::jii::::ji'i:r 5'r::: ^::i! { }S+r:'• • { >:ij$ii:ri�Yi:tii ?•;{ :.i ": r::.;ii.:: +.iii:i. { • r!r :':?, i i:' vi:: i:; i:: ii $? i:::; isvi! ;F;:: i {: . . . .. F..!::i:ri..:::«r:::: ?•: ij ::'i'i { }i'. : 5.. . .........n, {..n.............. •:: :i:{ ii.::.:•:%:•:::{• i:4rr,rc::::, {w:i.!w:::'.. ?f :4: ;•:; . '.:•:f 4: •: :•. ?y .: ..: ; .• ;;'•':.:r..r. ....... .:.•:.55;:::::.::..;:: :.: ..:.. .... 5!f:;... i FFyy yy ... :.. r ..... r .... r r. : i:.. :.rr...::.,.:::< .:...:.:::..: ::::f.r:::::::::::::::: c} ,I tsti N &t�.t»CT)�.1� ..Ci '( :�:n�r� .��:35':::�: +x$ > ;;'; ::::.:.5:'•••x•5:.5:.5:.;?..::: : •: •:: :: •::: •::•:: < {:5''•:.5::: <•: i::.::5:.$;:5••': . {.5: P.N.. .. .... ..,.r. Client: BECE Report No. : 137r Project Location: East Marginal Way W. of 9.08 bldg. WEC Project No.: 9102.041 Inspector: Russell Rocks Permit No.: 6498 Date: 7/3/91 Attn: Karl Olson Proj. Name: oa ng a star e ::..... ........... . ..55.5::.:. •:.::::: ? :: •55. • ....... ...... ..,...................... ?•: �'r:5: {.i':: 4i:: {•iiii 5:• •' /! ?{: ?{ .. x: •'., n•:h•: ?: iii:iYvi: r:.5'.i� � ...........,............... . r............................:..:.......•......... ...:.......................... . ..... n..... r............. xn. h:..::.. ^i5 vr::.. };...:: } '.� 'ii: i. i': .... .. ..... .r....... :. ...... . .. ... ........... w: :::; :•v,•: v: . . ..:: . :r:.: /:. .:.::.:.:. ^ : : :•f.•:....r.. }. :.:: ^.:r:: iiii.s.. :::::. /..fiiii v'.$:ii;•5; { {.5: i;. {.?}:•;C? } :..::..�:.� :.. ::? .:::.:::...::..:.:::,:.:,.. :::::::•. . ?...........BY. STEM.: tY ATA.::.:. : ::::::.•.:.:,.::::. 5 z:::::{:?.:::.:. i ........ Manufacturer (s): G. S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen composite system 8) Fasteners OK 7) Accessories OK 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yes X Approved: NA No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No •: {•:i':M:; Y;:: e i:: iii is::. Area (by grid) 3 line West to wind wall "A-C" and Material Used: Item 1 -7 worked: "F -G.5" Surface Preparation Acceptable: Joints ( If applicable): Clean & dry-Accept Acceptable Fasteners (list number requirement by material class): Hot Coating Temperature: 5 "L X 1 per 2 sq ft Spec: 400 F Actual: 390.400 F Weather (Note: if overnight protection will be required): Aotual: Sunny -Hot 80 F Projected: Sunn over the 4th Storage (Per manufacturers requirements): Storate on roof & covered .:::::. �:::::::. �r:::.: ....................r::: ........ ........... ... : .. . . ... :. ..:::. ..:.,:..:...!.:.••::::, �:.•.: •:::.::•: . :.: .:. 5::::.: WQRK{. STA" C) 8:?:{..< i:{:,.: • { .::::.:.:.:.::...:.. :•:.::?????<;: •: i5 . . . .: i:.::.:{. . :::::... �::: 55 5x•::55: .:,: �:;.: �..: :.:• 5:.: �:. .:.>:. 5:.5 :•:.••:.•::. ::••:.5:::,. :. %: z<; z% zz<' r: a:. �:••:;: �::...r:.r,.rr:rr:.......•:.::. {,.::::::.,::.: REh/ FA�ii�S ,: ?<•.. ?.. NCR Number: NA (if reject) Parapit area remains to be completed on Number Square feet accepted: 600 East side of building. installation per spec /procedure Inspector: Russell Rooks Conforming X Non - Conforming E Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20656 84th Ave. S., Kant, WA 98032 (206) 872.9451 FAX (206) 872 -9454 W E D G E ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 Client: BECE Report Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102-0 :... Rooks Permit No.: 6498 Date: 7/5/91 Attn: Karl Olson Proj. Name: Boeing Caffetoria :.:::,.::: ::.::,, •, .,,:: ::: :.:.:::.,•:: :.•:.:.;; >,. .;:,.:,:.; r:<,.:..:..::.6YSTEM.: DATA:, .........:......:r. Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen Composite sys. 6) Fasteners OK 7) Accessories OK 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yes X Approved: NA No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No S:: U A'f'10 C >IN fs" (7R Area (by grid) Wind wall West to buliding center Material Used: 1 -3 &6 (see remarks) worked: from "D" thru "H" line Surface Preparation Acceptable: Joints ( If applicable): Clean & Dry NA Fasteners (list number requirement by material class): Hot Coating Temperature: NA 5 "L X 1 per 2 sq ft Spec: • Actual: Weather (Note: If overnight proteotion will be required): Actual: Sunny Hot Projected: No rain - predicted- however area layed was covered with tarp Storage (Per manufacturers requirements): On roof- OK ...... .. :. .:. .:. • , .. .. .....:........ � ..... .......................•... ...:...:. ....:. . ......:: .: ..: .:,:..:.::•:.....:.:.:. <:.::.:::;::<•:;:,.::•:::.::::.; ::;::;:.::•::<,•:::,• >::::;; ......................:........... , ..:... : .........:...:....... WORK. aTATiS................................................. .. : � .: •. ............ .. ......,..., ... . . . . • : w 4 : ;; ::.:.. 5:::•{: ti$ ii:•? i' 4;:{ �::'i'r,:'}!:C'r,.!:4; : :G:iu:: ............ ...........:::.:. REMARKS ..:r.::.<:. .::.:.<,:., :• ..........,..................:. ... . NCR Number: NA (if reject) Layed approx. 400 sq ft of bottom board & ISO board Number Square feet accepted: None found that order (material) was shorted on tapered insul. & cricket mat. had to stop work. installation per spec /procedure Inspector: Russell Rocks Conforming M Non - Conforming M Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or in part without the written permission of WEC Is forbidden. W E D G E ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 �+, k' �+ �. S� i;i:i;s�.3�.iiis ..f:.. ..�F.;i•.'.�iir'•:'•i�:f�' +.: v //��1' �VI.. (IY$ :.G. .V '•'' ??};`• f; f:•' t% fi;;• r' ff> isf; fl?: ff:: f.: f'•::• .,•r fi: r. ;•::::it.;y,..f:;t` °•f;}'F.::: `;:::::. ::; r:?..:.... �: t.}:: J. . ( �J .:: x : x�:::.:... n::}::':•:: : ::.••;••.••nt +.i��.4/..( ::::n;::;nt :•:i }r. }:: } : iii;?•: i• i�' Jrv} : : : :: : ::: :.::::::::::....... .. .:... •.:.: :::... . ........ . ..... ... .. ..... ...... .....:..:. r...n }. ..,...,. ......:.... :. : ? : r.... :....:....:.. n..::: :.: :•,: Vii r ? ... : : ?• }. Client: BECE Report No. : 139r Project Location: East Marginal Way W. of 9-08 bldg. WEC Project No.: 9102 -04i Inspector: Russell Rocks Permit No.: 6498 Date: 7/8/91 Attn: Karl Olson Pro). Name: Boeing Caffeterta :<•:BYSTEM. fy A A::< f;:<M<.<?.<.:: t. f:.;:: z.:::;.; f:: f:: f:::<:: z< s::>;:>.:;:>:::: f:<.>;•?•:;.}:« t .; }: ? .:. } . }:;. ?. >:•:: :??.:: :; ?. T Manufacturer (a): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen Composite System 6) Fasteners OK 7) Accessories OK 8) Walking Pads OK Installer: Meyer Brothers Procedure Submitted: Yes X Approved: NA No Manufaoturer & Installer Approved: Note: Must be approved prior to installation. Yes X No Area (by grid) see remarks Materiel Used: NA workod: Surface Preparation Acceptable: Joints (If applicable): NA NA Fasteners (list number requirement by material class): Hot Coating Temperature: NA Spec: Actual: Weather (Note: If overnight protection will be required): Actual: Sunny Projected: Same Storage (Per manufacturers requirements): On roof- covered .:.,:::: :::::::::.>:.:. � .. . . 'O i :: t: • f }:. <;. r ? : } ............:. .::...:...• .......:. .: . :: i} s:. .f: ?:; ' }:.?::: < ?: •:i. ... :... .. WORK :: : STATI,, :...:...:............:..:.......;.... � • :::.: :.: .rr:. :::::: � .: .:::....: } .::• .. ... . ...:. .. . . ... . ............. ...::.. .... . . FRHiViARKB:........................ ....:. >:;.:<.;:.::.:.:,.,.::: ................. . . NCR Number: NA (if reject) Installer called site @ 0720 and said they could not Number Square feet acoopted: None obtain missine materials and would not be workine this date returned to WEC office. Installation per speo /procedure Inspector: Russell Rocks Conforming Non - Conforming • Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation, Reproduction In whsle or In part without the written permission of WEC Is forbidden. ENGINEERING 20656 84th Ave. S., Kant, WA 98032 (206) 872-9451 FAX (206) 872.9454 is %?C! :i ::$::� :i:;:i$ij$::i;:ii:::i: +;::•::ir : i:: G2;;+,. ^i: ' �: i: }:� ::::: :: v:::: i:: v: ii' , : $$;;.`;::;t'•: ; ? {:i %i:'; ::!:i: ?::: Fii:•}' r,.?:: is��i :ti<:;'iiii: : >:ii}:iiii:: i'lti {G:•:•..:....: } �. y 1 i:'f.. : : : : . ::i:::: }'•:: ?•::i•::.�::.: ; :: .:::::: .::: is ? ? ?.i }ii::yii:.i: % ??::: ..........:..... S�GV�I�. �IM� .. M��l.•:? : ii: fLfJ i}' li:::'.: �+:: if :: ? ?':{:: ;jr4:::::'r :?;^ :F:%n::�: { }i: �i {: ?:y i$::j<tl ?:: Client: BECE Report No. : 140r Project Location: East Marginal Way W. of 9-08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rocks Permit No.: 8498 Date: 7/9/91 Attn: Karl Olson Proj. Name: Boeing Caffeteria Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen composite system 6) Fasteners 01( 7) Accessories OK 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yes X Approved: Not Required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes No INSTALL ''t'(ON::: C n Area (by grid) "C" thru "F" on West side of wind wall Material Used: 1 thru 7 worked: to center line & East side parapit wall Surface Preparation Acceptable: Joints ( If applicable): Clean & dry Parapit wall Fasteners (list number requirement by material class): Hot Coating Temperature: 5 "L X 1 per 2 sq ft, ISO board & bottom Spec: 400 F board to metal decking Actual: 395 -400 F Weather (Note: If overnight protection will be required): Not required Actual: - cool no rain . Cloudy Projected: Cloudy in AM, sun in PM Storage (Per manufacturers requirements): On roof & covered ... >>: WQ RK. STATIS .................:::.:: ? ?•. :. pp. L'!•i: i?S % !'v' n... .?: : .:.....: ..:........... �.....,....s .... +?.. :>.:. i.i .........,. .. .. . .. . .. ...:...... . . .... REbRARK : NCR Number: NA (if reject) Correct materials delivered work resumed. Number Square feet accepted: 400 sq ft Installation per spec /prooedure Inspector: Russell Rocks Conforming X Non- Conforming M Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or in part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872 -9454 ili:'ri`ii:i ':i: is::} hY :• :!ii} Y: i. iii}: fl .�fI.�IM�1 <I1 }:::jiii:i.'( ?i? : { :: : i:• Y'+. •::i: ?<i' > {` } ?i:::•};i'r,: ?. ff : ?i $iY' %? } {:::: r iii:;: v: }:•,:? V.1 .�4 .Ir.:f1 r R�r± 5 ?::: ; :;::•:: °::i >ii'rr:YY� "• :; ?? Client: BECE Report No.: 141r Project Location: East Marginal Way W. of 9-08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rocks Permit No,: 6498 Date: 7/10/91 Attn: Karl Olson Proj. Name: Boeing Caffotena ::: : : ::::iii;:: : :} iii i::> i:;:YA }:i::::;:i::ii:: :;r•: :: ... .... ........:. . :.... .... ... .: :<: i:• r.:» :< i' ci: r::: : >i:'s::`•5 ;:s >ts:i::: >i :izi:' nit ::iii'r:i;:i;; > }:i:: >ir; > >`;; s;:t;:s:z: #::::s::st r Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen composite system 6) Fasteners OK — 7) Accessories OK 8) Walking Pads NA Installer: See remarks Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to Installation. Yes No .............................................................. .....................:D ''1!<iNSTALi~'A ON; Ri±t rORtS<>'>.:<:«:: i:::>:;>.:>::: ::::<:<::;.>;> a> .::<: >:: <.:<.,...... :.,.. ?. .:.:: :.........,., ,.. .......... Area (by grid) See remarks Material Used: None worked: Surface Preparation Acceptable: Joints ( If applicable): NA None Fasteners (list number requirement by material class): Hot Coating Temperature: NA NA Spec: Actual: Weather (Note: if overnight protection will be required): Aotual: Cloudy in AM Projected: No rain Storage (Per manufacturers requirements): On roof deck & covered .. . .. :< { .i ?o: Y : ;<•:} :.:«???.::•}?}i:::.:.::::: :r .:..::::: .:.... .,.. . :.::.:•• , •..: ^: ?.: : :.�:::, .: •.::. ^::: ?.: :. };. ::•: n.::: • <• } ?{.:...•Y; ..:• : :: ::::: n:• i:. :. : 5. .... .......................... W ORK:. a' 1` ATiS .... ... ........... . ... ............................. :...... z;::;... ,.. : ::.. :: >::;;:i:<ss: >. ?:z;a:: >;:s:; ::::..•:,.::.......::.. }r::i : {;. n...•.:: Y:::::. �:};:•v::.:;: •. : :.� :::,:.,.. �: {... ....:.::..} ::,. REMARi�3::..>:{,:{ c:.. Y: {.:• }:.. ;.Y:.: ? ?: >:z »z< »;�:� � ?;r ?::«:.; { >:,: NCR Number: NA (if reject) On site 0630. FContraotor "Meyer Brothers" was a non- Number Square feet accepted: ..0 union shop. Under union pressure they were pulled off site. Was told to return to WEC, as no roofing work would be done. Installation per spec /procedure Inspector: Russell Rocks Conforming X Non-Conforming • Manager: C. Weaver All reports are considered confidential and are the property of the Client end Wedge Engineering Corporation. Reproduction In whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (208) 872.9461 FAX (206) 872.9454 �::: {{ •,': v:;.. •: . ........, „ ............ ±L:)%::i� i}%:::•:u�:i::C is% r i : {: %:i:ti4ii:'1,.:� ' i ? ,.,. %::•::: �{ :'!::::: : ii % %i .:. :i :.; : ii i :.•t : {•: .: : ::i1�:;i:`.;:: { f i ;i $: :i:•i:4: :: Y..i'4; ri• %: ^:'•i +.v:•::?! ^i as Nth )NSa� �� ;: >:,: >:.:.: :.. : ..:............. Client: BECE Report No. : 142r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102 -04i Inspector: Russell Rocks Permit No.: 6498 Date: 7/12/91 Attn: Karl Olson Proj. Name: Boeing Caffeteria a:SV. STEM:: BATA;: r:::: i:%:<:: z: z#:: M'<:;•.;::::;:;: >:: {. %: >:::: Manufacturer (s): G.S, Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen Composite System 6) Fasteners OK 7) Accessories OK 8) Walking Pads Na Installer: Meer Brothers Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No S 0 ...... .:.:....::..... ..: ...... ,,, .:.:....... {.::: ::•,..;.:...[�All'Y>.iN 'f"Ai.LA '1'(ON F3E RQ;: .,.:.;:. ?:,: {.,.;, { ?.. .:.......,• .,....... ..... • • .• ,. , ... .......:. .: .. .:. Area (by grid) "A" line North to "E" line from soreen Material Used: 1 worked: wall to West Bldg. center line Surface Preparation Acceptable: Joints (If applicable): Clean & dry NA Fasteners (list number requirement by materiel class): Hot Coating Temperature: Speo: 400 F Actual: 397 F Weather (Note: if overnight protection will be required): Aotual: Cloudy & Cool Projected: Rain showers over weekend Storage (Per manufacturers requirements): All items on roof were tarped & weighted, vapor barrier was compioled on area workod. .....:!: .. NCR Number: NA (if reject) Work scheduled for this weekend was oanoelled Number Square feet accepted: 500 sq ft. by Boeing Co. This will again extend the scheduled completion of the roofing work. Installation per spec /procedure Inspeotor: Russell Rocks Conforming X Non - Conforming • Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or In part without the written permission of WEC Is forbidden. 1 1 1 1 1 w E D G E ENGINEERING 20656 84th Ave. S., Kant, WA 98032 (208) 872.9451 FAX (208) 872-9454 RKSTA' •:n PO;.:r.::. Q0 • • f� Client: Project Location: Permit No.: Attn: Installer: BECE NCR Number: NA East Marginal Way W. of 9 -08 bldg. 6498 K arl - gurnson Manufacturer (s): G.S. Roofing Products Co. Roofing System: Modified Bitumen Composite System Meyer Brothers Procedure Submitted: Manufacturer & Installer Approved: Yes X No Fasteners (list number requirement by material class): No Weather (Note: If overnight protection will be required): Aotual: Cloudy - -Cool Projected: Cloudy ease. rain showers barrier was closed off on area worked. Number Square feet accepted: 0 sq. ft. (see remarks) Installation per spec /procedure Conforming Non - Conforming (if reject) Report No. : WEC Project No.: Inspector: Date: Proj. Name: Yes X Approved: Not required Surface Preparation Acceptable: Joints ( If applioable): Clean & Dry NA Hot Coating Temperature: Spec: Actual: ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 143r 9102 -041 Russell Rocks 7/15/91 Boeing Caffeteria Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK 8) Fasteners OK 7) Accessories See none 8) Walking Pads NA Note: Must be approved prior to installation. Area (by grid) From "A" line North to "D" line Material Used: 1-6 worked: From Bldg center to West side 400 F 403 F Storage (Per manufacturers requirements): All items stored on roof- tarped & weighted, vapor L:•;S >.• }::: iii::{ yv ^:• {:. } }:•:4'. } }:'i`:'•i:•:•: S:•: R -7 boards were cut wrong -no taper thus the shift was cut to 8 hours. Also no work could be completed. Com• a.•rox 500 s. ft to vapor barrier •oint. Inspector: Russell Rocks Manager: C. Weaver All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation, Reproduction in whole or in part without the written permission of WEC Is forbidden. E Client: Address P.O. Box 3707 MS /4H -07 G E Attn: BEC &E Karl Olsen Weather: Overcast Areas inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Line Describe: Sample Number Seattle, WA 98124 Inspe G4ions Pa'rformed as main backfill 's' We otlie 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other emar Air Temp.: 60 F Auger Cast Piles Driven Piles Other Yes Elev. Contractors not ready at scheduled time. Will return tomorrow. Contractors plan on digging 28" deep trench and backfilling with crushed rock. Writer agreed method proposed would be adequate. ft. WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: ..8498 Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Calib.: mp lee: btaineil<:: >. . ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 ':•:Re�quireme 9102 -041 144s Jeff Rabe 7/10/91 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Cone Penetrometer utp'irie ontgaga All Items inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver Depth pcf o% o% Type: S /N: Calib.: Location Soil Type Tests Required Location Grid Grid Elev. Nuclear Densome er Density (pcf) M/C ( %) Comp. ( %) MEE MM Accept/ Reject Depth 1 w E D G E Client: Address P.O. Box 3707 MS /4H -07 Attn: Weather: BEC &E Areas lnspected: Continuous Footings Spread Footings Slab on Grade Karl Olsen Approved Plans on Site?: Specific Location: Grid Line Describe: Seattle, WA 98124 Insp'e'etiorio'P formed >:: >; Weatfe 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other emar Air Temp.: F Auger Cast Piles Driven Piles Other Yes n Elev. ft. Contractors have placed sand bedding over gas pipe and are watering & tamping with jumping jacks. Only slight amount of crushed rock placed. To return tomorrow 10:00 AM to test backfill. Siim `Iee:Obtelned WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Calib.: 145s ............................ <: >Eq Sample Number Location Soil Type Tests Required Location Elev. Nuclear Densometer Density (pot) MEEMMM M/C ( %) Comp. ( %) Cone Penetrometer Depth Accept/ Reject All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872-9454 9102 -04i Jeff Rabe 7/11/91 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park ..6498 ontor mencei``c" pcf Type: S /N: Callb.: All items inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver Depth ::> ii> i:;>> :si ><;,:;;:ii';:;:'.*?•:).:: ii;i;;iiit: z: ii;>:: ii:>: i: i:; is:<:::> � ::: »:: >::�{:iiii >::. } %.;. ; {, »:. �::,:%• z>! �: y 3; a<;{• y:: >r::�::::::6<' %: >E: r... :: ?••:!.i {i Sii:4 %::;: i:: iy: S::;S;, }: }::;. }i }:: };•:i.'i' }i: . }::' : � � ::, J {r,:•i'i'i Si}i:j';::S:iiii:::•i iS }iiivr::::::.'.rr :rr: /+r:1i :: +.. , :.}'. n.•;... v...... ::..:. ..: .r.. :. ... ......, . :...: ... . •: .. ,.: .. n :ix:i:iii:::'F.S:i::yii}i Si:•ii; {;i::i }i :... ...: .. ::. f.... .. ... f..........:... .. . N i GI' V. II' Ii: isY.: :: {i4:ii::j::::: }':' ^::' ?titi'I,{ +Sit{{ :• i}r i:::i . A'. V.:.1.1 .fil .Il ... : ,. ::..:. r. ..:.::i:• } r ::::: ;. :; ?. }:? : ?: } }i:•i /.•i } i i :: : i }:::i':: ?:i:: } : � /�. ............ ... .... .....:• :::. •:: rr:::: :.:: ....... :: ... r.r::? :::: ?: S•::::; .. :.::.! > {? ?r. r. ui n:::: m?:=• ?.:. : Client: BECE Report No. : 146r Projeot Location: East Marginal Way W. of 9.08 bldg. WEC Project No.: 9102.04i Inspector: Russell Rocks Permit No.: 8498 Date: 7/18/91 Attn: 1 at 1son Proj. Name: Boeing Caffeteria .,.. .. rn.... .. ....... .. ........... ......:. ................ ,. ....,...??.::::::. . .:. �,,; :.: ;.:::.::r:.:: :::::.:... .•:i��:f:•i: ;di:i:ti }: }i :: •. . f..... .r...... . ..::}:% iFvii:: iiiiiiii: Si ::;: Si . iDArA:< � �::: i>:::>::>:<::::<;><:::::<;:;. i«>: i:< i<:::: i:::.:<;; i: i:::;::':;. i:.;'.>:::: :.::. %.:::::: ::::.:... Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK Roofing System: Modified Bitumen Composite System (3) Fasteners OK 7) Accessories OK 8) Walking Pads Na Installer: Meyer Brothers Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No :...... r.... .... r .................... r... .r:!i::. }:• s 9} ii :!•; r ,.;:i % %!'v: ?; +p:;!•i:;ery % ti !: !t4i: ? {•F•i:• } }Y. :;• } i;! : %{vi: is i } ;: % +i;rtr.; ... ....... .... n.... ... .. .. '.. ::}:%.;:;:: i': i:• }:• } ;:• }: { ?,i }ir:.: .•; ::}. +• } }�. }: ; ? :.S }:... !,;lf. {. }i }'r.' {i }rr. r. /.:.. r : r{,.::;:.:;.,.:?.;:.!:: r.> :.«::;<{; i:. ii:!. i:{: :;. i{. i:{.::;:{.:??.:::: �:: �; . i:;.:; ? ?• :.::pAlf.Y'.tNS'fALtA .. .N.:EiSC R>7 ;:. }.: ;:..: :.. Area (by grid) West of "2" line from "C" line North to Material Used: 1 -7 — worked: "F" line and equipment mounts East of — "2" line, Surface Preparation Acceptable: Joints ( If applicable): Clean & Dry Laps on "2" line parapit wall Fasteners (list number requirement by material class): Hot Coating Temperature: Spec: 400 F — Actual: 395 F Weather (Note: if overnight protection will be required): Aotual: Partly cloudy cool some wind Projeoted: Partly cloudy chance of showers Storage (Per manufacturers requirements): All material covered on roof work done is buttoned -up. NCR Number: NA (if reject) A. •rox 1600 s• ft com• to va•or barrier cover sheet Number Square feet accepted: See remarks 200 sq ft (torch down) not on. Except on Eastside of "2" line around equipment mounts & "2" line parapit wall. Installation per spec /procedure Inspector: Russell Rocks Conforming Q Non - Conforming Ej Manager: C. Weaver All reports are considered confidential end are the prop rty of the Client and Wedge Engineering Corporation. Reproduction in whole or to part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave, S., Kent, WA 98032 (208) 872-9451 FAX (206) 872.9454 Client: Project Location: Permit No.: Attn: Installer: Area (by grid) worked: NCR Number: BECE East Marginal Way W. of 9-08 bldg. 6498 Karl Olson Manufacturer (s): G.S. Roofing Produots Co. Roofing System: Modified Bitumen Composite System Meyer Brothers Procedure Submitted: Surface Preparation Acceptable: Clean & dry Manufacturer & Installer Approved: Yes X No Fasteners (list number requirement by material class): 1 per 2 sq ft Weather (Note: if overnight protection will be required): Actual: Partly cloudy - -cool Projected: PC in AM sunny in PM Storage (Per manufacturers requirements): Number Square feet accepted: 300 sq ft on E of 2 line Installation per spec /procedure none (if reject) Conforming © Non - Conforming R O OFING IN.S.PEc t ISk8 P Date: Proj. Name: Materials: Report No. : WEC Project No.: Yes X Approved: Not required No 147r 9102 -041 ...._<. Inspector: Russell Rocks 7/17/91 Boeing Caffeteria 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK 6) Fasteners OK 7) Accessories OK 8) Walking Pads NA Note: Must be approved prior to installation. :•.. •.... S.. STEM`: DATA�:><'>:>':;< s:»» i�'> sr::< �� ::::.........> a;;::; s:: s ::;::<::e:;::�[:::::::::s;:..:. •::::;: "E" thru "F" from "1" line East to "2" Material Used: line plus pitch pockets & skylights East of "2" line Joints ( If applicable): OK Hot Coating Temperature: 400 F Spec: 400 F Actual: 405 F All on roof covered & we( hted 1 -4 & 8 -7 ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872.9454 Com•leted to va•or barrier 1500 s• ft on building center line. Manager: C. Weaver Inspector: Russell Rocks Al; reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or in part without the written permission of WEC 1s forbidden. " W" side of E D G E C Soil T .0 Tests Re.uired Sample Number Gas main backfill Location Nuclear Densometer Density (pcf) M/C ( %) Comp. ( %) p4; Modi Pr..a9 or Ro or Go 41 ty;.::::::::. p t1.0um : ;M0tu. : . 01 W660 EMM Location Grid I Grid Elev. 50'S of NE corner Surfaoe End of Bld :. NE oor Surfaoe North West West South Court Court Court Surface Surface Surface ..97.3 ..122.4 ..121.5 ..130.1 ..9.07 ..13.1 ..100 grey sand 102, 123 brown sand 10'S of NW corner 30'W 10'N 30'E SW corner South Court and Max dry Density ..138.7 11 Accept/ Reject Accept Accept Accept Accept Accept Aoce t Cone Penetrometer ..130.6 ..4.35 ..95 gas main crushed rock ..95 as main crushed rock Death Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Weather: Fair er : o rrno Incp'eo'tionst? dom Areas inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Line Describe: Seattle, WA 98124 Karl Olsen X Auger Cast Piles Driven Piles Other Yes n Elev. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other emar Air Temp.: 80 F S ft. WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 9102 -041 148s All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC Is forbidden. Jeff Rabe 7/12/91 Permit No.: ..6498 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park zOontorrn n oe .o n n R All items Inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver W E D G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Weather: Fair Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Specific Location: Grid Line Describe: Gas Sample Number Grid Grid Location Seattle, WA 98124 Karl Olsen Elev. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Weatliie anepectione!:Performed Location Air Temp.: 67 F Auger Cast Piles Driven Piles Other Yes Elev. Density (pcf) M/C ( %) 6" sand bedding rest of backfi 12' is crushed ock. Contractors are watering with garden hose & compacting with jumping jack. ft. Nuclea Densometer WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Samples: Obtolned Soil Type am"acttorr > >7eie� Comp. ( %) 9102 -041 149s Jeff Rabe 7/15/91 Permit No.: ..6498 Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: Type: S /N: Calib.: ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872-9454 Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park itiequirerne Location All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or In part without the written permission of WEC is forbidden. urpriieni Test s Re wired 138 pcf All items Inspected are Conforming Non - Conforming to approved plans and specifications. .......................... Inspector: Jeff Rabe Manager: C. Weaver Type: S /N: Calib.: Depth Surface Surface Surface ..134.1 ..138.0 ..134.7 Surface ..132.5 Surface ..139.5 Surface ..130.4 8.6 8 8 8 5.2 5.2 ..97 ..100 ..97 ..96 ..100 ..95 30' E of SE Corner Bldg. E8 + 50 E 9 +50 E 1000 20'SofMHT3 N S crossing near 9 -35 Bldg. Accept/ Depth Reject Accept Accept Accept Aocept Accept Accept iCidffiqtrti "IN..i. c'>'. rp'v7 < N<> C: >EEr E<'r; < f'E. :i::r >: z< ......... wn Client: BECE Report No. : 150r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rocks Permit No.: 8498 Date: 7/18/91 Attn: Karl Olson Proj. Name: Boeing Caffeteria .. SY. STEMI7A7 ANN >fr ?':<i<k0::: >:: >:: a<:<::<r::: #:,z<':::;'s.< %:N.': M;s: >:: >:::; #: :1:::::::s: z:::'s: Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom Board Ok 2) Vapor Barrier Ok 3) Insulation Ok 4) Cover Board Ok 5) Roof Coating Ok Roofing System: Modified Bitumen Composite System 6) Fasteners Ok 7) Accessories Ok 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yee X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No . . ., : »r :........... . . . . :. :: :' :. .. i' .. .:i.G:;•::4iii:4ir:.i : iY::.:.:..i:;:i:: ;:;::::5:;�� ::::': :YFi:i:n.. ..2 •:. . .. :.. ... .. ........ ........... . . . . . r :: : <.. . .:........,:. . �.: ., . . . . . . .:.,. : . :....... .:: 4 . R�sr s�f;; i5,<.;:.;,: �>:•::..:,..,::..:,,:::., r: �::::::::::,,.:;, ;.;........:::::::: >::.. Area (by grid) From "F" line thru "H" line between Material Used: workod: "1" & "2" line & aocessories from 2 to 1 -4 & 8 -7 3 line Surface Preparation Acceptable: Joints ( If applicable): Clean & dry OK Fasteners (list number requirement by materiel class): Hot Coating Temperature: 1 per 2 eq ft Spec: 400 F Actual: 400 F Weather (Note: If overnight protection will be required): Actual: Sunny & hot Projeoted: Sunny to partly cloudy Storage (Per manufaoturers requirements): All Items other than cover sheet off roof & off site .............. ............................:: WORK::: STATI:>:::;: M:.:<;>::; :;«::: >:«::: >:s;z: <:<::,;;> >•:>:>:>;::::: ..................:........... . NCR Number: None (If reject) Completed entire roof to vapor barrier, began torch down Number Square feet accepted: 300 sq ft on West side of of cover sheet, should complete roof tomorrow. 2 line Installation per spec /procedure Inspector: Russell Rocks Conforming X Non - Conforming • Manager: C. Weaver All reports are considered confidential and are the property of the Client end Wedge Engineering Corporation. Reproduction in whole or In part without the written permission of WEC Is forbidden. ENGINEERING 20668 84th Ave. S., Kant, WA 98032 (206) 872-9451 FAX (208) 872-9454 B VY E D G E Client: BEC &E Address P.O. Box 3707 MS /4H -07 Attn: Karl Olsen Weather: Fair .::,.:::;::: •.::: •.:;:; �:.:,,. >:.::, , ctions''Pei f orm Sample Number Seattle, WA 98124 Weethet: Location North side of Bldg. Air Temp.: 65 F enmark Sample taken for proctor & sieve analysis & comparison with approved structural fill. Also to compare to specifications in spec book. So • ISe 0btelried Soil Type ri actlor ` T to ui % e Sieve /Proctor Tests Required Location ••••== ME= .„:„„,„„„„„„:„„.,:„„„:: MEEM== Elev. Nuclear Densome er Comp. ( %) Location Density (pcf) MIC ( %) Depth Accept/ Reject 1 Bldg. Off. 1 Owner 1 Arch. 1 Engineer 1 Contractor 1 Other WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: ..6498 ��:: >�:.f�equtremen All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20658 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 9102-04i 151s Jeff Rabe 7/17/91 Boeing Cafeteria Cafeteria 9.12 building/ Waterfront Park OgOMMOMMMMUMEM on W o r)f >< # < _ •'.;'• All items Inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver Depth $jf'f.::'i f; .. : : Ij::'i:vi: 4:..::::::: $;: +: � : i i {f: $f�:$ ":iiil:n'r•:•:•li: ; : ::: >5:. :. ::::;:::..g5 ::FS>S::SS::f :;::: .. r... :'-'' ::'+.:S f$S$:$S::$: bS:S :SSS S$:; i,.>;: i sr;;• r.:$ » . y.``•': ir• r, r•:,•.: ::.; ii;!: i%: ::::S•':'•�: <.:iL ?.••• :� Wy I.�ya�: . �: '% ��pWll: Rrs�::%_': i: :'::'i% ii :: ;:S::;`:: t` ::: ::t::ii$3:: %::s:` ::.. .... ...... ...::::.::::.;'.:..:.:�. �.: >1~tdQ .IS;: NS p. C'1'lb.�l. . .............. .... .......::.: . i i s i:.:1...r .:n:; ' if ?•: .............. . � Client: BECE Report No. : 152r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102 -041 Inspector: Russell Rooks Permit No.: 8498 Date: 7/19/91 Attn: Karl Olson Proj. Name: Boeing Caffeteria •:.:.:...: ..:...........................:....:•......:..:•.,..:......::. �,;•, ?...<..::.:.;:.:•.:•. f3Y M: iDAiTA'>:::<;<; s»>#?•`: di:.<::<<<::`• ;; {,:i >:<<<s >:: >;:::' » >:::M ............. Manufacturer (s): G. S. Roofing Products Co. Materials: 1) Bottom Board 2) Vapor Barrier 3) Insulation 4) Cover Board 5) Cover Sheet X Roofing System: Modified Bitumen Composite System 8) Fasteners 7) Accessories X 8) Walking Pads Installer: Meyer Brothers 9) Aluminum Coating Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes No •: ? ?: i; C: }:: �: y; ::.:'...; •.; ....:.::..: ?:: t? ; i : hV .i: ?:r.:;. v ::: !.:.i }iii: ::: if /. >.; •iii:• ...... 1MiN6; ; iaA'' CtdN>: ftECi5R0M:>`:>>:<:<s>;s: <.: ><:': ^< ?i« ><:::<s' Area (by grid) "2" West to "1" line from "A" thru "H" Material Used: Cover sheet & a000sories worked: Surface Preparation Acceptable: Joints ( If applicable): Clean & dry OK Fasteners (list number requirement by material class): Hot Coating Temperature: NA NA Speo: Actual: Weather (Note: if overnight protection will be required): Aotual: Sunny & dry Projected: Same Storage (Por manufaoturers requirements): All materials suse•table to moisture dame •e has been used. . :.r�v: ... :....:.:. n:... ... .f. ?:Ti :.•?:4:: nom:. , �. •: .� 4i..:: v:: t:......... l ............................... ? ? {ti•:C i:4:h:•i::. ::::. ::• :.� •:: :v t• ?! ^;•: ........................ . ................ W. ORK: ST ATIS.........................:.....:........:...................:............. ...:..:. .. .. ... .... :fCF::4 ^ff$4::;if }:;: ? .. ::.:. ..... ...............c .....:.. ...... .::.......: .. 1. r......:. r:n., .:.r.:..:... x. r. . : :::::::: / {ti ? ?C•;.i }f; •?•ii.: ? ? ?:i •:•::'? i:K ??.:i :it4 }: ?•: ...<............ .. .:.?..... .. ..... >. Rif! iiARKS::::::.. .: :. NCR Number: None (If reject) Complete torch -down cover sheeting some work Number Square feat accepted: Approx. 6000 sq ft remains on "2" center parapit & 2 pitch pockets will be completed Monday AM. . .. .. ..... ... ... .......... ... ......................... ............ ..... _.., ............... Installation per spec /procedure Inspector: Russell Rocks Conforming X Non - Conforming • Manager: C. Weaver At reports ere considered confidential and ere the property of the Client and Wedge Engineering Corporation. Reproduction In whole or in pert without the written permission of WEC Is forbidden. ENGINEERING 20858 84th Ave, 5., Kant, WA 98032 (206) 872.9451 FAX (208) 872-9454 >,... :RI ....... ............. Client: Address P.O. Box 3707 MS /4H -07 Attn: Weather: Warm Air Temp.: 70 F Areas inspected: Continuous Footings Spread Footings Slab on Grade Sample Number Grid North North North North South South South South Location G rid Path Path Path Path Path Path Path Path BEC &E Seattle, WA 98124 Karl Olsen -6" •6" -6" s'peotfon$' PertorrhiSd Approved Plans on Site: Yes Specific Location: Grid Line Describe: North planter walkway Elev. Surface Surface Surface Surface Surface 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other >:Weaiber '.» >< i? > Location Auger Cast Piles Driven Piles Other Density (pcf) 99 101 ..109.1 115.3 130.9 ..134.8 ..136.7 ..135.0 Elev. M/C ( %) ..10.7 ..10.1 ..12.9 ..13.0 ..9.8 ..12.2 ..14.8 ..9.5 Sanj les:Obtalnad ft. Nuolear Densometer emarke Soils is too dry at South end of path. Rocomend watering to Saturlation & then recompacting. South path is crushed rock. 138 pcf max dry density. West side path is too close to edge of slope: referred to Karl Olson. ompnctioh :'1'ei Comp. ( %) ..87 ..89 ..95 ..98 ..99 ..98 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: ..8498 <: >:'Rai�jairi3rrien 155s Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 Typo: S /N: Calib.: Soil Type —96,07 ..101.5 ...................... 20' N of S end of path 100' S of N end of path 20' S of N end of path All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. 9102 -04i Jeff Rabe 7/18/91 80' N of South end of path 20' S of W SW corner bldg. 70' W of West center bldg Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park Testa Required Depth Location 50' W of NW corner bldg 50' N of N center bldg Conformance:o 114 pcf ..12.4 Type: S /N: Calib.: Depth All items Inspected are Conforming Non - Conforming to approved plans and specifications. Inspector: Manager: X Jeff Rabe C. Weaver Aooept/ Reject Reject Reject Accept Accept Accept Accept Accept Accept Y Y E D G E Client: Address P.O. Box 3707 MS /4H -07 Attn: Weather: Partly Cloudy Areas Inspected: Continuous Footings Spread Footings Slab on Grade Sample Number BEC &E Seattle, WA 98124 Karl Olsen Weathei fria P'ertorired > ><:> Location Auger Cast Piles Driven Piles Other Approved Plans on Site?: Yes Elev. Specific Location: Grid Line Describe: Pathways, parking, trench base course Mal Grid North North Inter. N +5 Intersection Location Grid Path Path 4" gas trench Eleotrical trenoh Electrical trench Sewer trench 50'WofEend 100'WofEend 50' E of W end -6" Elev. Surface Surface Surface Surface Surface 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Density (pof) emar ..1 12.8 ..111.6 ..110.2 ..137.8 ..133.7 ..136.8 ..132.3 ..139.7 ..140.8 ..135.2 ..131.7 Air Temp.: 70 F M/C ( %) ..13.6 ..12.8 ..12.0 ..5.6 ..5.0 ..3.6 ..4.3 ..2.8 ..6.8 ..7.3 ..10.2 Contractor begin paving at noon testa are in rock base course previously tested but disturbed during fine grading, base course rocompacted & retested. ft. Nuclear Densomoter Samples:Obtalnetl; Soil Type om acfio .:Ttaeis:: ; p n Comp. ( %) ..99 ..98 ..97 ..100 ..97 ..99 ..96 ..101 ..100 ..100 ..9 5 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Type: S /N: Calib.: 100' S of 9.08 100'Sof9.08 Covered walking Covered welkin All reports aro considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872 -9454 9102-041 156s Jeff Rabe 7/19/91 Permit No.: ..6498 Boeing Cafeteria 9 men Ref. Modified Proctor Report No.: Maximum Dry Density: pcf Optimum Moisture: % Required Compaction: Tests Required } Location Retest 20' N of S and of path Retest 80' N of S end of path N & S path intersection 4" gas 100' of E 9.08 15' S of large sewer corm. 20'E, 15'S V.P. parking Covered walking Cafeteria 9 -12 building/ Waterfront Park nt oriliga .. " Typo: S /N: Calib.: Max dry density ..113.6 ..113.6 .113.6 All items inspected are Conforming Non - Conforming to approved plans and specifications. Depth ..138 orushed ..138 crushed ..138 crushed ..138 orushed ..138 crushed ..138 crushed ..138 crushed ..138 crushed IMO Inspector: Jeff Rabe Manager: C. Weaver Accept/ Reject Y E D G E ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (208) 872-9451 FAX (206) 872-9454 : SSfr:. :: i :.'. {•:•• :';Si::iS:: ;;:S::S;: Client: BECE Report No. : 158r WEC Project No.: 9102 -04i Projeot Location: East Marginal Way W. of 9 -08 bldg. Inspector: Russell Rocks Date: 7/22/91 Permit No.: 8498 Proj. Name: Boeing Caffeterie Attn: Karl Olson ......................................... . ..... . ... .?.. :. ..... .. . .... ...............:....... ::::iii i:i0 ' >::' ;;:i< ...... ....... .......;: : . .,.. ........... . .:: .t 31rSTEM f3A1' A...:.................. ... ?..,....... ,....... Manufacturer (s): G.S Roofing Products Co. Materials: 1) Bottom Board 2) Vapor Barrier 3) Insulation 4) Cover Board 5) Cover Sheet X Roofing System: Modified Bitumen Composite System 8) Fasteners 7) Accessories X 8) Walking Pads Installer: Meyer Brothers 9) Aluminum Coating Procedure Submitted: Yes X Approved: not required No Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes X No ... ::....:..:.: i:: i { <yii %: iii':: i:•;. ii ::....:.:.;:':.......:: r i: ... , .. i X.'f..ii: • r::i':? i lii {iii':; :i• i i ? ? {• :•'l. •: �'• iiii .•i ::•�:?{ry;':i • :: ..: n:.l:? i?•;,:• r:. v: v;:. ..::.:.ny,: +.:::....:..n.•r. r:r /. {hi; :?v: :::^?: .•r.:n.: :n.::.:i ?:•i'•y•ii iii;::} isi:.:::... ..:... . ..:.;:..: :::.. { :::::.: {:. .. ::: �. .. .: �.' i•:r ; ? :x. : : :.,,,:,,.,..:< ,..:. .:..,:::.:....:...,..:.,.,..,....,: ..:. . ...........:.:.... ...,f�A1f.Y INS'(`/ 4Li. A' i' ION..E�>~t«nRtS:,,. Area (by grid) On roof of 9-99 bldg. (electrical svo Material Used: Torch down Dover sheet & sealent worked: lines for 9.12 bldg). Surface Preparation Acceptable: Joints ( If applicable): Removed U -clamp tie downs and 15 sloe ere used as supports for eleot. sheeting then planed torch down. oondulent- joined to bldg roof ,temp Fasteners (list number requirement by material class): Hot Coating Temperature: �NA Replaoed fasteners on U- clamps after toroh down Spec: installation sealent coated all such fasteners. Actual: Weather (Note: if overnight protection will be required): —_ Actual: Sunny & Hot Projected: Sunn & hotter Storage (Per manufacturers requirements): None -all excess material removed from roof work com letod .... :,. ..: ... F......... .. .::.., :.:... rr ?•.i. . i : '.: �.: '•i'Fi iiii> { <a;•: ii ri.'•ii:Si. is { %:a;•: :.NI.ORK.: ST ATfSi:::;::. :.:,::,.::::.. :,:: .::..::. i'. ii :..:.: ?.. :: ilii:i ii:• «�:i':.;:• . :.....:ir::.::.:i:. >:::: ::::: rJ..:.., ., i.i': %•I } i.r ^fr,. r: ? ::•:E:.:.'•: ? ?r::.iS;::, <;:5:;; {: :,,:: .:: REMA81� $ . ::: #:•e;;::z:;,: ?. {.::n::i, NCR Number: None (if reject) Number Square feet accepted: 80 sq ft on 15 sleepers Installation per spec /procedure Inspector: Russell Rooks Conforming X Non- Conforming M Manager: C. Weaver All reports are considered conlidsntiai and are the prop rty of the Client and Wedge Engineering Corporation. Reproduction in whole or in put without the written permission of WEC is forbidden. Y E D G E ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (208) 872-9451 FAX (206) 872-9454 W PO Client: Address P.O. Box 3707 MS /4H -07 G c (� Attn: Karl Olsen Weather: Clear BEC &E Areas inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Sample Number Location Grid Grid Road Road Path Path Path Path Seattle, WA 98124 Specific Location: Grid Line Describe: Asphalt prep, paving base course P P P. p 9 ><:Iriijiecfions: peiformed Elev. Surface Surface Surface Surface Surface Surface 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Weathe Location Omar Auger Cast Piles Driven Piles Other ..132.3 130.6 ,.131.1 ..130.9 ..135.6 ..130.8 Yes Q No Air Temp.: 72 F Elev. Nuclea Densometer ..8.1 ..6.5 ..6.4 ..7.9 .7.0 Same areas near North end sti I being fine graded reccomond recompacting prior to paving. (fine grading is loosening surface slightly.) ft. Soil Type n OS Density (pof) M/C ( %) Comp. ( %) ..96 ..95 ..95 ..95 ..98 ..95 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: 9102 -041 162s Jeff Rabe 7/22/91 Permit No.: ..6498 Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: N end of path All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 q 20' E of center bldg. 30' E NE corner of bldg Intersection N + S path 100' N intersection N + S 100' S of N end of path ................ Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park equirome Tests Required Location pine >'.Cont 1No 138 pcf off, max dry density 138 138 138 138 138 138 All items Inspected ere Conforming Non - Conforming to approved plans and specifications. Inspector: Jeff Rabe Manager: C. Weaver Death Accept/ Reject :::: l :::: :::::::::::::: iii ::::::iiii i:::isii :::::::: i::;::::::::;.::: ::.. ". "': :'':.:::: ::::::;:::: :::::r:::: i::.. ::.::.:::.:: i•:, ::: R SOP(Ntit':IN$p �flO)(f` «'< >« >» `< ><:; : ?;> '` <'`` < < : : <:< >:::::;: >: >:: » » ? 1 Client: BECE Report No. : 164r Project Location: East Marginal Way W. of 9 -08 bldg. WEC Project No.: 9102-041 Inspector: Russell Rocks Permit No.: 6498 Date: 7/23/91 Attn: Karl Olson Proj. Name: oe ng affetoria M T Manufacturer (a): G. S. Roofing Co. Materials: 1) Bottom Board 2) Vapor Barrier 3) Insulation 4) Cover Board 5) Cover Sheet X Roofing System: Modified Bitumen Composite System 6) Fasteners 7) Accessories X 8) Walking Pads - X Installer: 9) Aluminum Coating Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must be approved prior to Installation. Yes No .:::::: . is v:: • ::::' .. •::: :. .. ... :: F:i;4;:; ::i: ;N:!iiji; :: : 1:.: i;;;.:;1:: +;'i::i:::: +: :i :.... ...... .... ..:. . ,. .. :;13AlLY TAL A A REC (2 . . . . .. ...... ....,... i,:;;:< Area (by grid) West side perimeter, bldg. center Material Used: Torched down Dover sheets, worked: parapit pitch pockets & 3 repair areas walking pads, metal accessories, mastic coating resin. _ Surface Preparation Acceptable: Joints ( If applicable): Clean & dr OK Fasteners (list number requirement by material class): Hot Coating Temperature: NA NA Spec: Actual: Weather (Note: if overnight protection will be required): Actual: Sunny Hot Projected: NA Storage (Per manufaoturers requirements): Onl items rentalnin: on roof is a .allot of li.uld aluminum coating mix in 5 gal. cans :..: : .. ....... ........ ........... .................... ................. . .. :: , :. { ...... ..:..W.ORK.: STA" CIS:: :: ,: :.:::..:::.. :.. .::: ... .. � ...:::,::... :::: .:::: REMARKS;:., :::.:: :. :::::::::...::.:: ::::. NCR Number: NA (if reject) Completed all remaining roofing work, except final coating Number Square feet accepted: 300 sq ft of roof surface after curing period (approx 30 days). Installation per spec /procedure Inspector: Russell Rocks Conforming X Non- Conforming M Manager: C. Weaver AN reports are considered confidential and era the property of the Client and Wedge Engineering Corporation. Reproduction in whole or In part without the written permission of WEC Is forbidden. 1 w E D G E ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872 -9454 Client: BECE Project Location: Permit No.: Attn: East Marginal Way W. of 9.08 bldg. Karl Olson Report No. : WEC Project No.: Inspector: Date: Proj. Name: 9102 -04i Russell Rocks 7/24/91 Boeing Caffeteria Manufacturer (s): Roofing System: Installer: Procedure Submitted: Yes Approved: Materials: 1) Bottom Board 2) Vapor Barrier 3) Insulation 4) Cover Board 5) Roof Coating 6) Fasteners 7) Accessories VOID 8) Walking Pads Manufacturer & Installer Approved: Note: Must be approved prior to installation. Yes Material: Used.. ;.;::: >•;: >:;r:;:a:;:::<;<;::::;;s >:. Subfa 'ue.p.r0.:00ti.o.n.....c.cs frianuto t trdtit'•'re 1fAment >': � gAIbY: tNSTACl:AT10PJR�OOR ...... . Fa etener (Ile%t pumfaer r�.qut� r otic b y`ttt410.F: t ; c l s 1, Npt;Co�tiriq`Talrtp ratut,, •. Wonthor. •Aeti P, :u1�.:tec Storage :WORK: STATIS > >:. pd 1,09.1NsP.g.P11PNAE..Pt SYSTEM DA Installation per spec /procedure Conforming Non - Conforming Ej Inspector: Russell Rocks Manager: C. Weaver All reports we considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or in put without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave, S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 Client: Address P.O. Box 3707 MS /4H -07 Attn: Karl Olson Materials Inspected: Concrete Restoel Masonry Grout Other Approved Plans on Site?: Yes © No Specific Location: Elev.: Grid: Sidewalk East side of building Req. Str. Quan. PI.: 20 ordered CY Sample Size: 6 "X No. of Samples Cast: Non structural concrete placement. Last cylinders spot checked resteel per prior conversation with client. Non - oontinuious inspection. Ticket #322425 Weather: Fair Cyl. No. 167a 167b 167o 167d 1 Bldg. Off. 1 Owner 1 Arch. BEC &E Seattle, WA 98124 1 Engineer 1 Contractor 1 Other pectibne>Pertortrie:J 4 mar ks >> Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other sidewalks X ft. 4000 psi at 28 days. Cylinders 12 " Cubes Air Temp. 70 Com • rasa Total Load (lbs.) 108000 140000 145000 URAN. eve` Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Cover Grade Spec.: Grade Used: f. All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction In whole or In pat without the written permission of WEC is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872-9454 167c 9102 -041 Jeff Rabe 8/12/91 Boeing Caffeteria East Marginal Way West of 9.08 bldg. 6498 Slump (inches): 4 " Concrete Temp.: 70 F Cement Content: 5 1/2 sack Max. Size Agg.: 7/8 " Batch Weights: Cement 517 Sand 1250 Gravel 1950 60 60 • Percent Air: Supplier: Stoneway Mix Design No.: 5501 City Approved Mix ?: Y Water Admixtures AEA 0.75 cwt Other .........: ....... ........:.................SEE >> Spacing Sizes Used: Manufacturer: A 4 NU. SB ............... All items Inspected are Conforming Non - Conforming to a. roved •Ions and s•eoifioations. X Date Tested 8/19/91 9/9/91 9/9/91 Age Days 7 28 28 Hold Compressive Comments Strength (psi) 3820 4950 5310 f Cone, Split Shear Cone, Slit Inspector: Jeff Rabe Manager: C. Weaver l t .. w E D G E Client: Address: Permit No.: BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 6498 Code Sec. /Para: Standard Sec./Para: 02200 3.11 8 Speo. 900342 Seo. /Para: 02200 2.02 Drawing Detail No.: 02200 2.03 A Structural fill : less than The equirement states in part: 5% passing #200 General fill: 40% max passing us #40 sieve Fill under saved area: 95% corn aotion ri Rework to approved plans, specifications, codes, standards, and tolerances. I x I Referred to Karl Olson for disposition. Submit Approved Submittals Boein• Construction Manafer (Karl Olson) who has authority to approve for use if deemed suitable. 1 Bldg. Off. 1 Owner 1 Arch Inspector: Jeff Rabe Date: 7/18/91 n Re- Inspection Required (Re- Inspection always required unless Engineer's Dis•osition is Use As Is) ce,..: nspeoted::N .... Cnnformnn of Re I p 1 Engineer 1 Contractor 1 File All Items have been re•inspeoted and are Conforming Non - Conforming to approved plans and specifications. Report No. : WEC Project No.: Inspector: Date: Proj. Name: :.Dia�'t5sItion ns . n Compaction below 95 %. Engineer of Record: Date: All reports ere considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC Is forbidden. ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872 -9451 FAX (206) 872-9454 ••• 168n 9102 -041 Jeff Rabe As of 7/18/91 passing #200. Excessive sand peeing #40 Inspector's Signature: Jeff Rabe Use As Is, no furthor work required. Reject, repair to approved requirements. Repair Per: Boeing Caffeteria 9 -12 Buil Ing Contrary to the requirement: Excessive fines 'EfiiE %ii'•. > % <' <ii E srs' <:ziir`.''. Date: this Non - Conformance Is considered closed. Inspector: Manager: .: eot ion'::>:? >:: i:;'•`:''' '`; > i?: :ii.':is ? ?:;:,s %i ;:,'•:: %:;:. #: Re•Inspection Not Required (Engineer's disposition is Use As Is) 9 E •"3:4L f i bOEI NC,- &94 LA &a-fa CITY OF TUKWILA 6200 SOUTIICENTER (BOULEVARD, TUKWILA, WASHINGTON 98188 December 23, 1991 Pat Johnson Puget Sound Bank 2326 Auburn Way North Auburn, WA 98002 RE: Collateral No. 64892 PHONE M (200) 4331800 Cary L. VanDusen, Mayor To Whom It May Concern: The City of Tukwila hereby authorizes the release of the above mentioned collateral for $39,225 to the following applicant: Earth Enterprises P.O. Box 330 Auburn, WA 98071 -0330 cc: Earth Enterprises City Clerk, City of Tukwila , Project ': File Permit Number 6498, for the Boeing Cafeteria /Waterfront Park _ ___Landscap .ng_was _f finalized _pn December_ 20_ _ 1991._by..the__ „City__ of_,__ Tukwila Planning Division. If you have any questions please call me at 431 -3671. Sincerely, e. Shellie L. Bates Permit Technician Enclosures NAME OF DEVELOPMENT: Boeing Cafeteria / Waterfront Park DEVELOPMENT ADDRESS: 9303 East Marginal Way South PERMIT NO.: 4/6498 CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) SIGNED: — 0 CASH CiTY RECEIPT NO. Landscape & Irrigation CTIt N to ' OM ) AMOUNT: S CTION $ t to be comp *id' d CHECKED BY', • CASH CiTY CHECK NO. City of Tukwila DEVELOPER'S Fri dOJECT WARRANTY REQUEST FORM . strop pprfauth NAME: Earth Enterprises ADDRESS: P.0. Box 330 CITY/STATE ZIP Auburn, WA DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of $ 39, 225 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 10 / 31 / 91 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fall to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. SIGNED: OA- 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: 54- b e 9 0 by City sisti TITLE: 71011 be corrrploted by CIty statiJ : ; `,. CASH EQUIVALENT- LETTER AUTHORIZING RELEASE Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD 98071 -0330 CLAk THIS FUND IS AUTHOR! ED TO BE ACCEPTED. DEPARTMENT HEAD: DATE: 9/23/91 TEL. NO. (206) 852 -0091 cal +0 bill CA4L1HC5 Ff i CASH EQUIVKLENT DEP ITED THIS DATE: '//..2. V Y RECEIVED BY: • All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection a lease of my cash/cash equivalent. re_s DATE: --)4 I have reviewed the above work and found it acceptable and therefor o authorize e relea e f the above cash assignment. AUTHORIZED BY: � , / DEPARTMENT: Q AMOUNT: / 3 q RELEASED THIS DATE: Wfi% V} Y. a• iyyi ::ftiti9 >iV! #RW.WiYN > %4Vf.(VU:d �i <4. . <.. 11.rO4:VM1. .... .. .:!.J{:' '4f'q>:4iY:q ...:..v:ylv:U4XW.a:�t "4A.i .ay.... :v .. c< c', 10441. 1 af • + . ♦ S ..v.aF :. nV '.>'sNi;�•v.v: O.<:.f...' :•iXV1,!<. v:., v' >..:i .. . ;;. ..•J ii:J:a... a.vnW ..5. v.a ' '. ' 'W Nv '•s;:o4::a+'V: :CCCii: "ri :•r.G.4 RELEASED BY: 11 Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD DEPT. 00/13190 - 1 \ Earth � '=� Enterprises September 23, 1991 JR Lunsford Ferguson Construction 7433 5th Avenue South Seattle, WA 98108 , (P RE: Boeing Waterfront Park Dear JR: Pursuant to your request, we have listed the value of work remaining estimated at the completion of todays shift. Work to be completed Tuesday through Friday: Labor Materials Total Value @ 150% $5,900 $5,100 $11,000 $16,500 Value of Zabel Laurel scheduled for installation in October: Labor Materials Total Value @ 150% $2,000 $13,150. $15,150 $22,725 Please call if you need any additional information or have any questions. Very truly yours, Greenscape, Inc. dba EARTH ENTERPRISES Mike Baker, Construction Manager Landscape Construction Department MB :cw 3006 West Valley Highway North PO Box 330 Auburn, Washington 98071 -0330 206/852 -0091 EARTHE *117PU PAX 833 -7292 9/23/91 Greenscape Inc. dba Earth Enterprises DATE NAME BORROWER NO. COLLATERAL DESCRIPTION PSB TCD - balance of $39,225.00 @5.10% due 12/23/91 Being held for the City of Tukwila (Boeing Cafeteria /Waterfront Park) gek -Qc .e.. to w cchn3on Sound &nk a3a P\v by r n w: o r Nv, m) WPB c.ic oo . THIS RECEIPT ISSUED IN UEU OF NO DATED 00.033 Roy. 12.89 (Credit) North Aubtlr'RANCH c Puget Sound BanK COLLATERAL REGISTER WE HEREBY ACKNOWLEDGE RECEIPT OF THE ABOVE SECURITIES, TOTALING $ PAR VALUE. NON - NEGOTIABLE COLLATERAL WILL BE DELIVERED ONLY ON SURRENDER OF THIS RECEIPT Puget Sound Bank BY STOCK EXCHANGE USTINO • CUSTOMER'S COPY N? 64892 PAR VALUE FINAL DELIVERY OF ABOVE COLLATERAL NOW COMPLETED DATE WITHDRAWAL CHECKED BY: TELLER OFFICER BRUCE DEES& ASSOCIATES Landscape Architecture • Urban Design Site Planning • Recreation Facilities Design November 20, 1991 Mr. Jack. Pace City of Tukwila 6200 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Reference Permit Number: Boeing Waterfront Park 6498 Dear Jack, This is to inform you that the landscape subcontractor, Earth Enterprises, has essentially completed installation of required Zabel laurel plantings at the Waterfront Park project, BSDG Developmental Center, Tukwila, A small portion (100) of the required number of shrubs (approx. 1,500) remain to be planted at the north and south sides of the 9 -12 Building. These are to be installed in December after metal building siding readjustment work in these areas is complete. It is my understanding that Boeing is holding retainage payment until the 100 shrubs are installed and the contractor has the remaining plant materials on hand. I recommend that the City release the subcontractor's bond. If you have any questions, please let me know immediately, BRUCE DEES & ASSOCIATES Ray Johnson, ASLA RJ:tb cc: Carson Hornor NOV 2 1 1991 Job No. 5 -28 -05 RE: Zabel Laurel Plantings at Waterfront Park 222 East 26th Street No. 202, Tacoma, WA 96421, (206) 627.7947 FAX (206) 627.6661 Y Earth .• ' Enterprises October 30, 1991 Jack Pace City of Tukwila 6300 Southcenter Blvd. Suite #100 Tukwila, WA 98188 3006 We Vellcy Highway North PO Box 330 Auburn, Washington 98071.0330 206/852.0091 BARTHE'117PU PAX 833.7292 RBI Boeing Waterfront Park - Permit No. 6498 Dear Mr. Pace: We are requesting an extension on completion of landscape for the above referenced project. We anticipated having ,the remaining plant materiel by the end of October. Due to extended warm weather conditions, the plant material could not be dug, At this time we would request that the completion date be extended to the and of November. Should you have any questions or concerns, please do not hesitate to calls Vary truly yours, Greenscape, Inc, On EARTH ENTERPRISES 71-144, Mike Baker, Construction Manager Landscape Construction Department MBtcw cct JR Lunei;ord - Ferguson Construction RECEIVED CITY OF TUKWIL UC0' 31i 1Sbi PERMIT CENTER VV/G0/01 LG:GJ BRUCE DEES &. ::... - ASSOCIATES L:,,r Ik,ctwe Atchllcctutw' Ur.,arl D•is,Un F,, ri.3nninq • Rocro?itio raGbUOS rkty ;Ur September 23, 1991 Mr. Carson Hornor BECE P.O. Box 3707 Mail Stop 41 Seattle, WA 98124 Dear Carson, Due to the present conditions, we understand that field grown Zabel laurel cannot be dug until after October 15, 1991. The grower has indicated that those plants taken from the nursery have experienced extreme die back when dug this summer and re9uest that the digging be delayed. We concur with his recommendations as the result will be a better product. We anticipate the planting Zabel laurel to be completed by the end of October or early November, 1991. We agree with the labor and material totals of $15,150.00 for planting the remaining Zabel laurel and $11,000.00 for the remaining work to be completed for grand total of $26,150.00. These totals are outlined in Earth Enterprises September 23, 1991 letter. We recommend that the landscape contractor be allowed to continue his work after the September 27, 1991 completion date. There should be no additional cost to the Owner due to this delay. Please call the immediately if you have any questions. Sincerely, BRUCE DEES & ASSOCIATES Ray rohnson, ASLA RJ:rmp 222 Eat i:Ettb Job No. 5 -28 -05 RE: Delay in Waterfront Park Landscape improvements liErC:E (0 002 . +t :4 e- ermi (DLiGIS fYPEOFCONST.: III , 1 : ' • year 1988 SETBACKS: N- S- E- • W- =IRE PROTECTION: S rinklers Detectors ®p ® 0 N/A UTILITY PERMITS REQUIRED? Yes (through �7 0 No Pubifo Warics! ZONING: M _ 2 :O ' I TIO S (ot or than those noted on or attached to • . rmiU • tans BAR/LAND USE CONDITIONS? ) Yes (] No .�..._ SSUANCE BY: �, : � i ' !t,' ; / <4 ' : OFF DIN DATE: .- ;77- 7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of Iav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or performance of work. I am authorized to sign for and obtain this building permit. ---- - / ' '' . .- - - �'/ SIGNATURE: >" �� -' = ' - ��.„� � DATE: ,)'_. ' / / ?RINT N AME = •t ;t, / ' I COMPANY: , 'e. �{; }/ ITV OF TUKWiLA )ept. of Community Development - Building Division 300 Southcenter Boulevard, Tukwila WA 98188 ?06) 431 -3670 3UILDING 'ERMIT NO. )ATE ISSUED: 9303 E Marginal Wy S 'ROJECTNAME/TENANT Boein /19 - 12 Cafeteria 1st 'OTAL Boeing \DDRESS :ONTRACTOR ADDRESS P.O. Box 3707, M/S 46 - 87, Seattle, WA NA. ST. CONTRACTOR'S LICENSE # N/A ARCHITECT ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA Boein Boein P.O. Box 3707 M S 46 -87 Seattle WA BUILDR'G PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTIQN:; BUILDING PERMIT:FEE: PLAN CHEC FEE: BUILDING SURCHARGE TOTAL:d<'> FisEs MEM A U O CONS R CT O T.I. See Memo) ASSESSOR ACCOUNT # 562420 - 1032 TYPE OF QJ New Building ■ Addition ■ Tenant Improvement (commercial) Demolition (building) L) Grading/Fill WORK: 0 Rack Storage Q Reroof 0 Remodel (residential) 0 Other: )ESCRIBE WORK TO BE DONE: Construct cafeteria building including interior tenant improvements. DATE ISSUED: PHONE EXP. DATE PHONE 544 -2975 5 4 -2975 MP 98124 -2207 7313 98124 -207 N/A ZIP 8124 -2207 SQUARE 9,381 395 This permit shall become null and void if the work Is not commenced with! h 180 days: fro rrf the data c# issuance, or if the work is suspended or abandoned forr a period of 180 days from the last inspection 3ERTIFICATE OF j OCCUPANCY NO. 1 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 MEMORANDUM TO: FROM: ShQ 1 Q Ckte5 DATE: (.r ch @a, I Gig l SUBJECT: MdntIkro.1 Q_ . 5 l - R - PHONE It (206) 433.1800 Gary L. VanDusen, Mayor DATE: / 7// 9/ TYPE: E] Visit El Conference FOR OFFICE USE ONLY 1 Name of person(s) contacted or in costa ("; Organization (office, dept., b Location ot Visit/Conference: SUBJECT: SUMMARY' Signature: CONVERSATION RECORD , etc.) _ 1 172 A-) C-75 T SU N FroT;7 WED 'THU e/c 7,,/,19/ ort y l-Ae .eY/1 (!"?) 4/ / /P 477 / ,`;' ) -4 �72 6,45ze ( . 7 cT i1/4-P3 g etkl 2 ' ,e )/ z / h t. )i( 2.4w - a2, 0 - /z) /1/ 6 4ekh,17 feel ) 60 ;45P4-1117 i/a4-1- KKowvi k 11 er ( 4 17( ).noc?. (2( toy em Title: .9 Date: Perkins Coie 1900 Washington Building Seattle, Washington 98101 Attention: Ellen Conedera Dial After recording turn to: eN �J C�J C1J 066740-v2tv ieD 2 STATUTORY WARRANTY DEED 1L 0 u� r 1 • !• L < .. L r.... o inn V Z Z Li f 1 , •L � .-J.. • o r w o § LT. F-- •-� fn i CI Portion of Francis McNatt Donation Claim No. 38; a portion of the abandoned bed of ))uwamish River lying between East Marginal Way South and the Easterly boundary of the right -of -way of Commercial Waterway District No. 1, and between said donation claim and the plat of Moore's Five Acre Tracts, according to the plat recorded in Volume 9 of the Plats, page 28, in King County, Washington; and portions of Tracts 57, 58, 59, 60, 61, 65, 66, 67 and 68, and portions of vacated Francis Avenue i,i said plat of Moore's Five Acre Tracts, all in Section 33, ownship 24 North, Range 4 East, W.M., and in the North half of Section 4, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: Beginning on the Westerly margin of East Marginal Way South at a point which bears North 89 °15'54" West a distance of 2,470.01 feet along the donation claim line; thence South 23 °40'59" East a distance of 1,374.17 feet along the Westerly margin of East Mar- ginal Way South from the intersection of the line between the donation claims of Francis McNatt and Henry Van Asselt with the East line of Section 33, Township 24 North, Range 4 East, W.M., in King Coun- ty, Washington, said point being at the intersection of the Westerly margin of East Marginal Way South with the North line of Van de Vanter Stock Farm Tract, and true Dint of be 'nnin • thence South 23 °39'54" East a ong the Westerly margin of East Mar- ginal Way South a distance 6x1.27 feet to a point of intersection with the South line of Tract 65, Moore's Five Acre Tracts; thence South 62 °01'41" West a dis- tance of 696.29 feet to the center line cf vacated Francis Avenue in said plat; thence North 27 °58'19" West along said center line a distance of 14.67 feet, more or less, to the Northwesterly line of that por- tion of land condemned by City of Seattle Ordinance KING COUNTY Fin f XCISE TAX F L' , 2 7 1(296 I v(Jt'6 5382 Grantor, THE PORT OF SEATTLE, a Washington municipal cor- poration, for and in consideration of Ten Dollars ($10) and other good and valuable consideration in hand paid, receipt of which is hereby acknowledged, conveys and warrants to THE BOEING COMPANY ( "Grantee "), a Delaware corporation, that cer- tain real estate, situated in the County of King, State of Washington, more particularly described as follows, as referred to hereinafter as "the Premises ": rI7Y OF TUKWILA JAN 3 0 1991 PERMIT CENTER 86/02,28 *0399 8 RECD F 8.00 ''" CASHEL * * * *B4Op 8602280399 No. 82962 lying Westerly of vacated Francis Avenue; thence South 62 °01'41" West along said Northwesterly line a distance of 1,079.55 feet to the Easterly line ON of the right -of -way of said Commercial Waterway M No. 1; thence North 15°00'00" West along said East- PERMIT CENTER CD erly line a distance of 1,069,38 feet to the North OD CV line of a survey recorded under Auditor's Record of Survey No. 8108049007, thence North 61 °33'40" East CD along said North line 840.02 feet to the most North- % AO erly point of that portion of Slip No. 6 as hereto- fore conveyed to Monsanto Chemical Co. by deed recorded under Auditor s File No. 5018589; thence following the shoreline of said Duwamish River as established by Commercial Waterway District No. 1, North 70 °49'29" East a distance of 110.173 feet; thence North 83 °57'56" East a distance of 119.00 feet; thence South 34 °17'04" East a distance of 117.00 feet; thence South 86 °54'59" East a distance of 486.97 feet to the Northwest corner of that cer- tain tract of land heretofore deeded to Van de Vanter Stock Farm by deed recorded in Volume 784 of Deeds, page 571, records of King County; thence South 89 °27'50" East along the North line of said Van de Vanter Stock Farm Tract a distance of 14.94 feet to the true point of beginning 2. An easement with provisions, conditions and covenants as may be set forth therein for a water meter with necessary appurtenances in favor of the City of Seattle, reflected of record by instrument recorded December 29, 1966 cinder Auditor's file No. 6123100. 6. Reservations and exceptions set forth in a deed exe- cuted by Monsanto Company, recorded under Receiving No 7311200308. 7. An easement with provisions, conditions and covenants as may be set forth therein for a closed tile drain in favor of (ITYOFTUKWILA' JAN 3 0 199L • '• • • RECEIVED IITY OF TI IKWIIP JAN34 PERMITCENTER King County, reflected of record by instrument recorded April 2, 1932 under Auditor's File No. 2716188 and disclosed by Auditor's File No. 7311200308. 8. A lease dated June 9, 1981 executed by and between the Port of Seattle, a Washington municipal corporation, as Lessor and Dallas & Mavis Forwarding Co., Inc., an Indiana corpora - ON tion, as Lessee, recorded May 3, 1985 under Auditor's File No. 0 8505030146. CD OD 9. A lease dated March 13, 1979 executed by and between ('J the Port of Seattle, a Washington municipal corporation, as CD Lessor and Transport International Pool, a Pennsylvania corpo- OD ration, as lessee, recorded May 3, 1985 under Auditor's File No. 8505030149. 10. An easement with provisions, conditions and covenants as may be set forth therein for a water meter and appurte- nances, including chamber and connecting water service pipes, in favor of the City of Seattle, reflected of record by instru- ment recorded May 22, 1974 under Auditor's File No. 7405220547. 11. Grantor and Grantee intend that the provisions of RCW 53.25.110 through -.170 shall be applicable to this conveyance and that this deed shall comply therewith. 12. By accepting this Deed Grantee agrees to the following, for itself, its successors and assigns, which shall be covenants running with the land: I. Grantee shall use the Premises for industrial uses including, without limitation, office, warehouse, laboratory, testing, research, manufacturing and assembly. Maritime uses shall be limited to transportation of passengers, products and supplies to service the foregoing uses by Grantee ( "Intended Use "). Grantee shall not use the Premises for any other use without the prior consent of Grantor or its successor. II. Grantee .shall, within one (1). year from the date hereof, devote the Premises to its Intended Use or commence work on the improvements thereon to devote it to its Intended Use. III. Grantee agrees it shall not transfer title to the Premises for a period of one (1) year from the date hereof. DATED this 6'- day of February, 1986. THE PORT OF SEATTLE, a Washington municipal corporation By SEE 35MM FILM • te-3-cto ACTIVITY4OG tir±:") (:),/,:)1,/,-..../.),,,7) • 64'4: / / . _--.7 / , ..............,:::-..:.• - ----,...., i ':. 1.7,; .1-. ; ...,:l -: -7- ''''! ,: I P , ., .. , 2 / 1-‹) ' " '''''C. .. //', -,<- 4 ./.;-'/ -2 '"?",t rellreLMONINIWJZ)MilMr# / A L./ "V / DATE INIT. COMM TS 44it,, no-4/ 14 / 41/ 44I Ma ANS " I 1 1Fr "tet9•4#/e amw 4eas/6-y,.s. PERMIT NO. - CONTACTED DATE READY DATE NOTIFIED BY: knit.) PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING ^ L , 00 3RD NOTIFICATION BY: Init. PLAN CHECK NUMBER >E~ .Art BUILDING - initial review FIRE PLANNING PUBLIC WORKS 0 OTHER BUILDING - final review REVIEW COMPLETED PROJECT NAME SITE ADDRESS BUILDINCPERMIT .41111 (g h L APPLICATION RACKING INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by PIan Checker) SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE qq • • 1. 3 ■?q DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. II -Qv 3 *7_ c :7570W" DateSent — ROUTED Pi 1 t1c INIT: 7 - '1/ INIT: ""g INIT: INIT: '1l joi•Dei n� FIRE PROTECTION: 7 S . rinklers FIRE DEPT. LETTER DATE' : /1.44144 ZONING: ,Alt.- ___JBARILAND USE CONDITIONS? REFERENCE FILE NOS.: 1' A l' ) u/ - :!1 MINIMUM SETBACKS: N- S- E- UTILITY P RMI rs REOUIRED? PUBLIC WORKS LETTER DATED: .. 0/1 -t0‘t ~ owe. U • t P rt - tD Cl v ez% - Ira o ni r S Get - er i c�. W fir C r o r1�' S 5 SUITE NO. -. 0 i at Approved - Yes No aa Detectors INSPECTOR: C DITI • (year): PROPERTY OWNER ROETNG MTI,TTARY ATRPr,ANES PHONE (216) 544 - 2975 ZIP •; a- 21 ADDRESS • • :•. • a . -s :, My. .: CONTRACTOR BOA , MT , T nv AT PHONE ( 2i)6 ) 544 - 2975 ADDRESS P.n. sox 3707._,W 46 - 87. SEATTLE. WA. EXP. DATE LIP 98124 - 2207 WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ROF;TNG MTT AtEp1,ANFS PHONE 12t3 544 -2975 ZIP 98124 - 2207 ADDRESS P.O. BOX 3707, M/S 46 -87. SEATTLE, WA, BUILDINGPERMIT APPLICATION :ITV OF TUKWiLA ) epartment of Community Development - Building Division 3200 Southcenter Boulevard, Tukwila WA 98188 206) 433 -1849 MA'(BEE ,lr)R #nCA756 A LAN CHECK NUMBER qO DESCRIBE WORK TO BE DONE: FEES (for staff use only) BUtLDIN.G PERMIT` >`FEE € >> PLAN :`CHECK :IEEE:0 BUILDING >`SURCRARGE°? ER Y R :A . EN G SU CN RG E OTH ER: >'ii >! : on TE; =; VALUE OF CONSTRUCTION - SITE ADDRESS SUITE # 9303 E. MARGINAL WAY SO. BLDG. I9 - 12 SEATTLE PROJECT NAME/TENANT BOEING MILITARY 9 - 12 CAFETERIA TYPE OF i.Y) New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other ASSESSOR ACCOUNT # 562420 -1032 CONSTRUCT CAFETERIA BUILDING SHELL ONLY TI'S WILL BE SUBCONTRACTORS RFSPQNSTRTITTY BUILDING USE (office, warehouse, etc.) CAFETERIA NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 1No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 9'38, s p. Tenant Space: BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED 10 -1 ✓e4 PRINT NAME TERRY BENNETI' ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE,WA. TERRY BENNETT Area of Construction: DATE DATE APPLICATION EXPIRES 1 -i- IS-94) 10 -08 -90 834,000.00 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? allo ❑ Yes IF YES, EXPLAIN: a PHONE (206) 544 -2975 CITY /ZIP 98124 -2207 PHONE (206) 544 -2975 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In aft- c;;occ, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architectlengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations. The building official may extend the time tor action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433-1849. 0019010 COMMERC Y COMMERCtAI: BUiLg 9 /AD g1T.lg t a Washington .State Iloon�o ttu� state Ikons NE4 Comploted budding po it;F I Asses sor:Aocount NumEi Two :&iii; (2) of the followir Spocdicadcns� >! ,.. Struoturi .5oAs:roport stai Topogrophtcal survo� porgy caiculadorts: @tamp ©ripinoor 01 arch tocts ` > °`: t a9al, doscrtp Working drawings; otFuri urptiltect, ;whicti::li rl e;Sho :piar Arc hitectur al d rawn • Stucturai drawings' (rtochanlcal dra�!i Completed utility permit eppifcab SIX (6) sots of d1.awin : NO TE Seo utt7rty`pormlt appllcapon arrl .subntlttal requirements ......... ......................... RACK 870.RAGE Comp)otod.,building ,po(mit spell • As ... sor;;Accounl` Nunn` 11 SUBIWITTAL CHECKLI`VT `Twfs: 2 sots, of fans vrhich include; Budding floor plan showing,' `' Entire,spa7 . wt ora: tus;ks wil • Exit'docrs Dlmonslons, of aU ©lbios ,, . , Toni t spi co,tloor pl n sl owing t NOTE' lr>cludv d�mor3slons o1 racks' (lol,� and oxit s on I tructu, t! stampod by e • onginoer (rack starago 8' and evo RESIDENTIAL NEW;. SINGLE - PANIC ::DWELLINGS / .O Campletod buuding ano for,,each structuro [ � Logai description 1 Assessor Accqunt Number AN TE NNAISATE U.$TE DI$HE$ �talla mnRf3nt►FSlsaiallite d xbatural c�dcufadons eta tpineer<m> }Y a u lred IN .m +n.•.v 3 .+n r, ni +r ...•..n:n Yi © ttli appiicatlen • (ono for oe'0 structut: ' <: >:<; � 8ulldrig elaYitlon s;(aJl > "'> Building cC4ss= section;`:; • Structural framing plani NOTE, (f' nY;f tiiity ,work'is to And plans must bo • subminod ono :for`oach structure matant.boing removed; an i Coinplatod b lldh ` arm r r Assossox Numho N Oeii e de>£ct binil 9 x1 4 p m atorial e r111kat(9fl (etior Is,(equlrad poor to /lnallnspocdon and s1, NOTE Building silo pl an and uuhty site plan may bo combinod S uolity pormltappllcatlon and chocklrst tor,specrpa submittal ' lramonts.: Additional topographleal and sorls'lnfornladon may bo roqulrrd it uniqu6::' situ condddons.. pns'tru� • C�raess sootlons showing wall construction and method o attachrnant for floor.and celling 1 caloufadons'stam' ed >a Wash n ton State licons 4y<ko toquirodif str ctura.lwo.:i is to be • Bo thW work,ls to 6p. donv, subm sopa rate udllty por building play •.::; ,:. Cenett loca on .i so of ad)acent (common wa l l} tend Dvoralt of;;buitdin or: sqi Ian !'of ro ``oaod'tonanf`s a •<.xe gno-r;:. :ovn.; •::r "Y�L: >'v c0 A> MP •• N NTs`: ;oinplatod bui(c�ne g appllca I ran apPNca and plans R RESIDENTIAL REMOI)EL8 omplotad buliCirri' NOTE�A ce oof e:p er SITE ADDRESS SUITE # 9303 E. MARGINAL WAY SO. WATERFRONT PARK VALUE OF CONSTRUCTION - $ 700 ASSESSOR ACCOUNT # PROJECT NAME/TENANT BOEING MIL ITARY 1YPE= OF C._.) Now Building 0 Addition U Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: WATERFRONT PARK DESCRIBE WORK TO BE DONE: CONSTRUCT PARK AREA BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: EXPLAIN: WILL THERE BE A CHANGE IN USE? Li No U Yes IF YES, SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? (. 4\lo 0 Yes IF YES, EXPLAIN: PROPERTY OWNER ROETNG MTi,TTARY ATRPIJINES PHONE ( 2 6) 544 - 2975 ADDRESS P.O. BOX 3707. M/S 46 -87, SEATTLE, WA. 98124-22.07 98124 -2207 CONTRACTOR Tt�x., IL BO MTTARY AIRPLANES PHONE 6.1 544 -2975 ZIP 98124 2.2.07 ADDRESS . • :•. • u 4 • EATTLE. WA. WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT RO1 TNG MTI.T�y .R ApL ES PHONE I or 544 -2975 ZIP 98124 -2207 ADDRESS • •. • u 4( -f37 SEATTLE WA. 1,HEREBY;CERTIF.. i''.HA1!E: >ANf :.ExAMINED :.:THIS , I ICATIp. ; D KNOW.THEWSAME TO:BS TRUEAND CORRECT; AM IIS•t?ERMIT, .<; :: ::::..;:1!:: : BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE �/ A DATE 10 -08 -90 PRINT NAME TERRY BENNETT PHONE (2061 CiTY /ZIP 9812'1 544 -2975 -2207 ADDRESS P.O. BOX 3707 M/S 46 - 87 , SEATTLE ,WA. CONTACT PERSON TERRY BENNETT PHONE ( 206) 544 -2975 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 WoLD JOB 41DCA781 DATE APPLICATION ACCEPTED � 1 s -q BUILDING PERMIT APPLICATION FEES (for staif use only) BUILDING:P:ERMIT >?FEE<..... PLAN CHEC FEE':':'» ` >; 143 :Did :: BUILDINGS.URCHARGE ENERGY%SUROHARGE* OTHER:::.;;.,.. >..:: ;;•.::<.::.;, ..:.:....:..... . RCPT. # . . DATE. APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out tho application completely and follow the plan submittal checklist on the reverse side of this form. Handouts aro available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the D'2partrnunt of Community Development prior to application submittal. Contact the Permit- coordinator at 433.1851 prior to submitting application. In all- ccocc a. valuation amount should be entered by applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT It the applicant Is other than the owner, registered architecuongineor, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition), No application shall be extended more than once. • If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433-1849. DATE APPLICATION EXPIRES COMMERCIAL "... " NEW • Complotod buildinti":00rtnit appllcodon one lo oac L36 Assessor Account': um • . • Specifications . • :of' Structural cnlculaUons stampd : by a WahInQ .:StittO:11Consocl on inoor • .• rayon stamPod by a WriShIngtOn Stasoll orjInur T000graphic.ii survey j Energy calu.itutions stainPu:.i by a y ongInvir arthitoct • . Local doccrsizon cirawings,.stampod by 05yashington Statoliconsod ruchltnct, '• • " •. • • Two sots (2) Of thci"fO.Nwin : . . • Sito plan • Nct)itucturai drawing s • • Structural draWlitgs .; • hiochanical s Elovations • ••• • • . • • Complotod utility percalt nppllcouon (ono tor onro pro • • ' " six (6) cots of civil drawiris • NO Th Soo „, , • • ; • • • RACK STORAGE Complotod building application I j Assessor Account Two (2) sots of pland';',■iyhiCh IrcIudo Building floor plan SUBMITTAL CHECKLIST • Entiry 3paco Whew racks w11160::16C • Exit doors . ... ' : : ........•:*::::1(ti.:''''''.";:•::::::: 4 • Dimunsions of ati•niclus ' : ::...... C)6t .': iii6O . aiid. '- Tunant &NKr) floorp(rtn chowing rack..stpropo y ,..„,,,,...,..,. ..... ‘ .‘.. i --- oxits, ki (iibight;;I:vidtkivi d./onfith isfo. 14)1E: Includi cfullonsiorts91 roc ai7d (Alf ways F Stru calculatiOiii:•:s6hipOCI. onginoer (rack $tor.490 P' . . . Fl ESIDENTIAL •1111111•1110■11•11. • . , . .. . , . , . . , . . .. . ,....... .,....,...,....:.,,..,:„..........:.,..,... ... . , . ... .. „ NENY SINGLE-FAMILY. Dyt.t.iN4s/4001*not1s.' ::::-....:.::::,::: : ''',.:.:','. i.........i:: i j C on)plotod building' permit application ; (orto for pooh structuro) .. - •-• ..• . •• . • ' •'' ........ . • . . i'-' : :: „.... •••• , . , .. ' 1 Logo] doscription: • .: ' ':. . J....... _ • I Assossor Account Nurabbr 1. • Two sots (2) of W0(40.drtiViinits;: • Situ plan • FoundatiCiii:P .• Floor plan.c..;:: • • Roof plati • Euildoci otOy.4.00.!ts*i:'e1 ow ••• C] Washington • ' 1 Complotod siX (6) Sots of iitti'plitriSil-lOwlng...utilttios COMM E1C , ATU MT ,iIMPROVEME • • .• gm qt.o .0fixilifo 140. 0r10:irOt..000 'atiocttito or .. . h'OTE: Bulldog situ plan utility Slid p101) comb/pp:4. Soo u t;•Iity prJrmit appacation and Chock/Ts!, for' . • • :.••••• •• • , '•': Acki6olud tppogrnphicil tind soils infOripttdoii,May tio'roquirod untquo conditions. • 44fib : and 0. 1 •::•!•••• pro p< ?... • lliii.;i1;C•iiiiOn • w 11)tonant • • .... r ?1'81....;.;117. J o... r6:,..fc tag!). • IOOrP !..:"t ....P('°'' • To 1 nitritispo'co..p . l' of 0tchrooni Inbolloci. •' .......:'' • ?: e4 . : : r 5;, . ) , ( 1i 1 11 !! s i "'Z I sli% P i;viiti:':.aiici . WrillS to moll sh cki. : ....... ' .::::..''. :..: .‘ ....• 'COnStiU011on and method of :,...-....::, ..:, Ofinient:'foe ,..• - •: •••••• • • •••••'• •••'••• ..,..._, ... : - :•••:••5 i -•••'•:::::•••::'..::••••••-• • ; :.••••'••••••••••; - •S :•da ••• • • • •••'"iii'*" .• 06.•ci ji • ii : ' ' ' •• • • .. ' •• truc h? . .1...,, Jt41.03ohp Jr, b . a Was Ington Stato Itconsod . ••"'', ikiirk" i • t • • bo dono • •(2 " • • ' --- : ...NOTE':::::•1/.:;• • iiiiX•iitilifr..ti , C.cfci,i':•id:bo don°, submit .siiparato utility pOrmit' ,'•.•0011adti0:kii0.5Plani:;.::::; l••::::• • . • „ • ...:. • aPPlioation ono:fdr•Oach.sCructuro)..,. , .. • .„:. ......, . , . bOinci.romovad,.arid NOTE, A .t.ti604ittafiloirOrA:roqi/frod to final Ins�a . and sigh OW* ANTENNAISATELLIT DISHES •As:';P.P. t n n n w to htu dIst • ; • od by a Yids I . .............................. ..... • . .• .• • • • pOiiiiii;o0O11Cation•(olio'far oach structuro) To () sots of wortdng druMngu, ' • • • • ■eihicti includo: , . •• „. „„.. ... . .. • . -." • • 46 . • • `'':*".•••• : .°.§..V;( ••••••••••,,,.: 1 . 1 an e• 'ti•Obiriitto NOTE; •••• FIER • -••• • Ian ono prov(cio utibty pormit application UTILITY PROJCT TACKING CHE( IST Control# O - 2 CQ Marc SITE ADDRESS ?S Project Descristion PROPERTY OWN Address CONTRACTO Address CONTACT PERSON ,,,.1c Address PU ROUTING DATE PLANS RECEIVED TYPE OF REVIEW TO PWD APPROVED REQUESTED COMMENTS 10 is - co PERMITS REQUIRED PERMIT'S PERMIT # PLAN /LETTER DATE ISSUED DATE FINAL Yes / No [i Channelization /Striping / 0 0 Signing O Curb Cut /Access /Sidewalk O O O Excavation (public) O O J Fire Loop /Hydrant 0 O 4 Flood Zone Control FZC( - 41 3- (p -C,I Li- a) -Cll O 0 O Hauling Q El NO Landscape Irrigation (5 1 (p'cu a a-j 0 [( O Moving an Oversized Load [( O 0 Sanitary Side Sewer 0 0 O Sewer Main Ext. (private) O O J Sewer Main Ext. (public) 0 O 0 Storm Drainage ab- t51D -- ?13 4 J 64 0 0 O Water Main Ext. (private) O O O Water Main Ext. (public) 0 O O 0 O 0 O Water Meter Size: O Water Meter Size: (exempt) No. (permanent) No. [[-Water Meter - (temporary) Size: No. S . PROJECT '60(a(1-1 a,.. Square Footage Phone .54-l-- wry 7 Zip c-fi$IN Phone Zip Phone g _ ms► -�r� mS A 8 ¢ a Lt 9c 5 Z p (4 la . DATE ROUTED DATE PLANS DATE RESUB. APPROVED FINAL PWD SIGN -OFF APPROVAL (signature) Date (PW.UTILTRK) CONDITIONS Q 0 O Other 0 0 O Other 0 0 CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT I. HEREBY CERTIFY .THAT ::i:H: VE RE �� APPLICATION AND KNOW ME SAME TO E1E` TRUE . AND CORRECT. Applicant/Authorize. A. l •l / - </ __ /.l Contact Person --- • ❑, 11 ' 'i' I./ /� / C ,I/I - I - Print Name: 7 4 f' S,C,v,Ur'7r Address: j- ' f (I); 'i "') r) 7r) c l e� - g7 Date: D Phone .24i'75 . �eIdi- .._ Phone: - .- 9 76 Date Application Accepted: fv f , S � - - 9 u Date Application Expires: d Zi, Ic. .-- t70 CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address: .)(1 ,) INFORMATION :. Name of Project: 4- ,a Property Owner: Street Engineer: Street Address: Contractor: Street Address: • Kin.. Count Assessor Account Number: I 0,3 PERMITS ❑ Channelization/Striping/Signing REQUESTED ❑ Curb CutAccess/Sidewalk ..:...:....:......::. . ❑ Fire Loop/Hydr. (main to vault) - No.: , Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ WATER; METER; Name: DEPOSIT/ REFUND /BILLING" Street MONTHLY <;: SERVICE `<;:<; > «. BILLINGS TO: Name: Street ❑ Water ❑ Sewer ❑ Metro ❑ Standb UTILITY PERM. .T APPLICATION DESCRIPTION OF PROJECT ; ❑ Single - Family Residential ❑ Multiple- Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments No. of Units: ❑ Motel ❑ Tri lex ❑ Condominiums ❑ CommerciaVIndustrial ❑ Office ❑ Retail MISCELLANEOUS New Building S INFORMATION • q uare n J Footage: I �� King County Assessor's valuation of existing structures: $ ❑ Warehouse ❑ Church ❑ Manufacturin ❑ RemodeV Addition PLAN CHECK NUMBER: 'l L) L ( Z ( 2c = ) ( tC( ( C) -07L-1- 1 %� Phone No.: 'T !'- flY City /State /Zip: T 1,()A c i`A ;)N Phone No.: City /State /Zip: Phone No.: Cit /State2i • • ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No.: — Sizes• ❑ Water Meter/ Temporary: - No.: Sizes• ❑ Other: Phone No.: City /State /Zip: Phone No.: City /State/Zip: ❑ School/College /University Other: C� -t� - t" e' i CL. ❑ Hos Rai ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ � _ 5 - , I to--) 09/18/90 SUBMITTAL CHE 'KLIST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information Is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest Intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, Including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe/location O Location and type of all valves O Type of bedding and backfili materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter • permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials/percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SID-'EWER O Type of pipe - cal te, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material/percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe/length of run O Connection points) to public O Location of cleanouts O Type of bedding and backfill material/percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope/length of run O Location of all structures O Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection points) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe • copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials/percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule :I After the Pu lic orks Department as comp et t e r rev ew an t e p ans are approv:., t e app : t wi • : no by letter concerning the necessary permits and requirements; an approved set of plans wi!! accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. PROJECT: , y�� 9 -/ Z..- PERMIT NO. I q 0 SITE ADDRESS: ir DATE CALLED: y 6'lf TYPE OF INSPECTION: 1- „ DATE WANTED: REQUESTER: PHONE NO.: T__::._46.---9/ 4 ,I �� ®e�e)e-, SPECIAL INSTRUCTIONS: /1-1(/\ .;(e)l7 • �� r ., INSPECTION RESULTS /COMMENTS: INSPECTOR: ��Jz•, DATE: —2_.(0--Q1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: (10.,(Ar J ci — ( c;., 0A i7U �( PERMIT NO. l p L t b - ADDRESS: S L. SITE ADDR � � mot. (.t7 � •� DATE CALLED: 1 it J TYPE OF INSPECTION: -F1 I/1 cc 1 • DATE WANTED: i , .- ff 1--- p m REQUESTER: - Sp ij_ (e ( PHONE NO.: `1( -1 / 5.- . SPECIAL INSTRUCTIONS: ON RESULTS /COMMENTS: INSPECTION , v /-- rl � C tof�g . r -/- C`n-, Ate, INSPECTOR: �d Yim DATE: '_ 7,3_ 9 I CITY OF TUKWILA Dept. of Community Development Building Division Phone: (206) 431-3670 1, INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Permit No..Lt2 Date 3.--.2d 1 Job Address ,-jQJ CORRECTION NOTICE The following items are found to be in violation of Ordinance 4,4C and shall be corrected. . , 4.t ---,4 /-z ? i- 'a t Gib 544.-/ed ____,5 -1)A S G'"" 4 /a ` -% am T ^c L A, L''Xeee /SC 1/-4 J CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 440- ofiva5644,464r_ jeak_44)4,-ItAt7- 4 Signed Build g Official /Inspector PROJECT: e7.4 q - r Z PERMIT NO. ?,' SITE ADDRESS: 1 O, - l ho�-� - DATE CALLED: c Y ( Z TYPE OF INSPECTION: "'► t_( r.�' ° l `r DATE WANTED: - /'7 I SPECIAL INSTRUCTIONS: _ REQUESTER.b PHONE NO.: , - 7/ INSPECTION RESULTS /COMMENTS: Cr="71,1 rSG G g....0 ,S ,f,e/e.aV i'. ceD E weecn4nn. 1 Z � - nAfATC. Ct- 11 - q I cn OF TUKW1L A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 PROJECT: q - t 2 PERMIT NO. CP "T,' SITE ADDRESS: DATE CALLED: - `,'/ • , „Nil TYPE OF INSPECTION: GIA.taa oLt..011 DATE WANTED: ql-4 SPECIAL INSTRUCTIONS: . .c j -a - REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: 5 Cris S Q r, c„,, ', � - 'vh s ____c -e, . 6 4 e L , r '' i 4 _, i.,, ,as, , - �_.. _.r (9 /—e U 5 ..- - — — _ _ _ INSPECTOR: raw _ � �h--� DATE: CITY OF TUKWIL A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 412 j 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: - / PERMIT NO. (e 4'9g SITE ADDRESS: DATE CALLED: ?- 24 - 9/ r . ; ,, TYPE OF INSPECTION: Axel Cel.48,E F-fre r ,, A 6 DATE WANTED: RP 23 ( nr r SPECIAL INSTRUCTIONS: /demos o- DC-e-4 a REQUESTER: — " I t.j(y PHONE NO.: INSPECTION RE /COMMENTS: Al ��7""i7� 4 GEC. UC c 5 r- -1 -2 6TH � n'z' / , ` - _ , _ _ _. -47-2 r 1 v.� ��.�•�' e l 7, cG ,- �-re e 1-r... e--7,4- 4 , . INSPECTOR: 26. /J _ �i'.L.7.50n, DATE! :--- 7 4 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 PROJECT: 1 r &'''''? 1 c ,- /v - , „"S!i-42.4 . PERMIT NO. f i SITE ADDRESS: DATE CALLED: TYPE OF INSPECTION: DATE WANTED: i SPECIAL INSTRUCTIONS: .rtc-r- AM-11...(,j6" REQUESTER att-t-2:36 PHONE NO.: 76 3 -7/ INSPECTION RESULTS /COMMENTS: a .X.K GA-0 -'1d r A 1 6 .--- 00-1,....".. V C.- ty\t-Li.. INSPECTOR: _� DATE: • '-f c .. `j 1 CITY OF TUKWIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: , _ j: A " �" _ PERMIT NO. Go' ,_,�� SITE ADDRESS: . ��j�Tlii�� / DATE CALLED: �� --' - / � TYPE OF INSPECTION: . j 1 �1 �/ t DATE WANTED:. . , q , . � � �.- 1 SPECIAL INSTRUCTIONS: W ' -�- -- ,/ REQUESTER: A� PHONE NO.: fita; / INSPECTION RESULTS /COMMENTS: C --v.d) C� --- L-cwr2-/ INSPECTOR: i< C..0 DATE: a" C2 - q( CITY OF TUKWIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 91z, A (a., PERMIT NO. rvikig SITE ADDRESS: " 4 /IL h. f - g DATE CALLED: TYPE OF INSPECTION: fAA: ■ DATE WANTED: 1 • -9 f REQUESTER: SPECIAL INSTRUCTIONS: PHONE NO.: /CO, - - 71 INSPECTION RESULTS/COMMENTS: ...0-9-1. -.-6 e-.21 A --- r cb ....,r,-- -7,-4 ...Q.v., ( 1 . 0 — -; '' "■....i.:77 - - -. --- I INSPECTOR: DATE: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ( CITY OF TUKWILA Building Division 6200 Southcenter Blvd, Tukwila, WA 98188 433-1845 loot! Permit No. _033 Date_ 2 -6/7/ Job Address _53 CORRECTION NOTICE The following items are found to be in violation of Ordinance Vhc--- and shall be corrected. 6v.ib 'JkL NWT CeYmPLETE" gd AAK-ee0- AligfAcr deleffitwtE9 St,vt. czvien- 2.464— or) PteoP TO .0P6E' vveMT rn (1%.*Y■..9.1.1 ""1 )=). Se-r-VIS _ChErgit Signed Building Otticial/Inspector WA1 PROJECT: - PERMIT NO. y U • i ' r\ SITE ADDRESS: ) E nNgino.1 (AD 3 DATE CALLED: `7 ^ 4 -ct I DATE WANTED: 1' a s. q i P.M. TYPE OF INSPECTION: C SCil`.lZ toh» SPECIAL INSTRUCTIONS: .. JJ �. J REQUESTER : �Y Iry oY �['r�m PHONE NO.: 1 (0' (3 INSPECTION RESULTS /COMMENTS: w r,.3z s' l.,t.�,,.k.d� --- c /0 ` _R.. c j y...A -- . C2) 4 t.A.4 . ,016 ....VV).4A 9).,.... r a...Q...4..4.,......1S pc INSPECTOR: (' . DATE: 7' 2 .--S -- `7 ( CITY OF TUKWILA Dept, of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: H ( ; , -U 4l( PERMIT NO. 1D44 C 4 SITE ADDRESS: . ? 0 I l / ,II __ DATE CALLED: TYPE OF INSPECTION: i N DATE WANTED: 1 1 a.m P .m. SPECIAL INSTRUCTIONS: REQUESTER: L PHONE NO.: g S '11 1 1 i INSPECTION RESULTS /COMMENTS: -- a alt-t-..-Q- c,r, (\R. - B U iktetmr_Tnca• Cam'" nATe. 1 ', 3 -- r r cm( OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 1 / 7 ' , /qf Job Address 'q 30_5 �- PYl.n.t • W r CORRECTION NOTICE The following items are found to be in violation of Ordinance 1A. and shall be corrected. dd tAt w t PIG t N SP Gtr U r• NtT rA-P P Ad V6 . s W rr3 9 GU '49 A we c')J A /LE1A rn a wG (r� .C, t� df•-F �D�,�, 'Tt yn t S S t->$ S cALA"IA! S t jttc t,w9 c5 "iA A'S'S • S W 6 !f l in 4 61‹... A et/Lovett— ILL, 6A a toi rag_ Permit No. 60 0 Date p'I t — ri► .. Signed Building Official /Inspector PROJECT: P . ' PERMIT NO. eQ Y 7 k SITE ADDRESS: v 3 ■ . • u/ • DATE CALLED: - 1- 10 - q 1 TYPE OF INSPECTION: DATE WANTED: - I I - J" "1 SPECIAL INSTRUCTIONS: 1 I a -v)1, REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: r ■ INSPECTOR: .•. - DATE: • 7-((- 1 Q. CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 / PERMIT NO. 1 -( - 9er i PROJECT: 1..1/1? ' /2 -, j g SITE ADDRESS: 3,/►' J lief IES DATE CALLED: - •0 ( �" q DATE WANTED: •' „ o"-- a.m. �� TYPE OF INSPECTION: � �,/ �i�L "�1Ir� SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: lP,. 7V,13 INSPECTION RESULTS /COMMENTS: 1 ,� e /,' _.�� // , O7 _, e v L e ,.., (S ' r . A re. L Q S V.., /e.., 4, r'.,O r ,/0., r y /1 INSPECTOR: . ff� �� Air.. DATE: .r-- _.w J , CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 PROJECT: • • Q y 6 4 • - , J • - ' • , PERMIT NO. 9. SITE ADDRESS: 0 O.V f . (k) 5 DATE CALLED: 0 � Q TYPE OF INSPECTION: Y1C: ,0 * ♦ ` DATE WANTED: 1 . SPECIAL INSTRUCTIONS: . 10Y S ; U REQUESTER: ip • • g a. , - PHONE NO.: t ' INSPECTION RESULTS /COMMENTS: _ i J . , , , r .� ' `—' — / i .semi* A INSPECTOR: ,L. DATE: --/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #10( Tukwila Washington 98182 PROJECT: L s414 t IRA , L -. `' (�'.'' PERMIT NO. , - , SITE ADDRESS: f 2 7() ' I l / .44A, AI DATE CALLED: TYPE OF INSPECTION: , .Q ' _r 7,C 6b 5 f ZG` -11 DATE WANTED: ' ' REQUESTER: 1( SPECIAL INSTRUCTIONS: r I CD (WA ' / tAA, I C r PHONE NO.: g g 103 .... INSPECTION RESULTS /COMMENTS: 1 _ 0. INSPECTOR: . L"'_ DATE: ,5-7- — I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: We.: 11 I 'At I . • PERMIT NO. Iz ic SITE ADDRESS: *A MO , ( DATE CALLED: TYPE OF INSPECTION: • ► -`� Ow DATE WANTED: a.m. y1 '1s-q, SPECIAL INSTRUCTIONS: `c) 00 REQUESTER: PHONE NO.: -' qQ Ic f- r _ . INSPECTION RESULTS /COMMENTS: pp / u,t Z (., a . Of .....u. / G•- o- ,,1„ 0 ' - ez4 -•7•-■. `"1`. v , - J...• -,-, d - INSPECTOR: L C ----- DATE: S - - CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: �i�� ,. PERMIT NO. i ,arrallill. DATE CALLED: -• ° , SITE ADDRESS: N ♦ ; a /r VM 1 mi TYPE OF INSPECTION: 4 4 7 .0 / D.' D 1 ' DATE WANTED:5 -- 2 -- ) • '. 11 SPECIAL INSTRUCTIONS: �_ � J REQUESTER: � 0,I!. , AA / MIME PHONE NO.: ' - , 11 1) L'1, 'Y. INSPECTION RESULTS /COMMENTS: r ., _ - Q ' - t t, ./J INSPECTOR: _ , <<.t. DATE: , 4 ;_.. -7 - --° J'y' widdik INSPECTION RECORD J6118 C Y OF TUICWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 1 u G 9 / 2 Cpl FGsr PERMIT NO. C 4 ?i SITE ADDRESS: ? S ©7 C. A-01 4G S < DATE CALLED: 57' 7 6 S' Pk. r> l6Z C TYPE OF INSPECTION: CortCPe7 .S«c- G ' CS ((ores) DATE WANTED: ,_S 'SPECIAL INSTRU CTIONS: Q ..e_ ct.,c - ---- C rt�L REQUESTER: .?o 0 e M PHONE NO.: INSPECTION ' ESULTS /COMMENTS: .S re /A C-- (AeS f eC 7 F (-1 � r INSPECTOR! .�� C Lc DATE: C - q / CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 (. INSPECTION 0 RECORD 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 PROJECT C.: -11-1 A PERMIT NO. c/ i SITE ADDRESS: 0/ 6U ? C. 1lut, , DATE CALLED: 2, `i / cz -- �f ` TYPE OF INSPECTION: C G� DATE WANTED: - 2,(,� - ci a•m, .m. SPECIAL INSTRUCTIONS: f 2-: - �• �� o ff ,. REQUESTER: PHONE NO.: h, INSPECTION RESULTS /COMMENTS: �� ,Q - )\--O - 0.n F .a. r INSPECTOR: • + `'-- DATE: " 2. e, CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: m b , 9 • (2 C4(- d"(r'g,t PERMIT NO SITE ADDRESS: 9 3o e. DATE CALLED: # 1 TYPE OP INSPECTION: . a.m. 6 1 Lt .. , SPECIAL INSTRUCTIONS: .J j � REQUESTER: PHONE NO_ .: �C ,J INSPECTION RESULTS /COMMENTS: INSPECTOR: ' ....-- )...... -- DATE: i - — c I v INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southoenter Boulevard — #100 Tukwila Washington 98188 PROJECT: • �J / JQ_,, PERMIT NO. (p L 9 SITE ADDRESS: d L ) / A _ I 1 , ,, DATE CALLED: '-- /, —" q / TYPE OF INSPECTION: '.ji} & Q Q 1 4 p v y y DATE WANTED: - (1 -- qL SPECIAL INSTRUCTIONS: Y /v L - 6 ci t (50 . ft REQUESTER: - , 'r > "17 Jett PHONE NO.: i it ., g . ' INSPECTION RESULTS /COMMENTS: INSPECTOR: 5 - . L2.-- -- DATE: 4-- (7 i I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: <.: 2 ' - , ` c .. / PERMIT NO. '/ • SITE ADDRESS: 6 j 7, r0 ` /mac, / '..,"?.ac ( Cyr;' S? DATE CALLED: L / 6 - 7 DATE WANTED: /-7 c7/ 1 /____ 0 , 1 7 i ;.. TYPE OF INSPECTION: i ---00,.., 6,9 -, . , ' ' / SPECIAL INSTRUCTIONS: J .- 76. REQUESTER: PHONE NO.: 2 :c�G) / / 7 _ __ INSPECTION RESULTS /COMMENTS: P71 ki to 1 A cl /2irrriD28Un1 1 gu-1 . ,q Ah0 7116 - 'SP AZ- 1 tiSPa-cT6 &..0 rm 11( (-Ike, wE r - - s T1 °,1 (Z-P E Ceo NF MA-84 nnai , '-1 -e •- - co 0 / std-7419f -(•9 d k-T - L-1, ' Ve 4. P 44 T`¢.iA,c4', 141 vErvA G. cu.2 �� E W C Q1 EN-- A i W ei rte / 6 bJ -d GS . Co p ( cS ■tL-€ LAV-1 i J v'1 b'. e73-CA off - Win • INSPECTOR: C,, .422 -- DATE: c l "i / CITY OF 77lKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Permits: Retain current inspection schedule / Needs shift inspection Sprinklers: S Fire Alarm: A Hood & Duct: y Halon: Monitor: 4 Pre -Fire: Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 3 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Control No. I Permit No. Project Name ,' Address }a 3r: ► ?{ •- , . , _ w J Suite # — Approved without correction notice 1 � Approved with correction notice issued Date FINALAPP.FRM T.F.D. Form F.P. 85 "X" REQUIRED INSPECTIONS PHQNE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431-3670 X 2 Foundation 431 -3670 x 3 Slab and/or Slab Insulation 431-3670 _ 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431-3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 X 8 Insulation 431-3670 X 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431-3670 11 12 13 X 14 FIRE FINAL insp: 575.4407 x 15 PLANNING FINAL 431-3670 X 16 PUBUC WORKS FINAL 431.3670 x 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) DUILIJi'" 1°' Cn11111 1 INSPECTION RECORD (Post with Building Permit In conspicuous piece) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: PROJECT: Boeing 119 -12 Cafeteria CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - It structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in Inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be Installed to keep attic ventltatbn points clear. 9. SUSPENDED CEILING - Fasten diffuser% lights and seismic bracing. 10. WAU. BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). , 11 12. ,' 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) -- King County Health Department — 296-4732 Electrical — Washington. State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although riot required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. con 9" ®.+Ed' Enclosure • • • L- 6200 -LFB -107 November 3, 1989 Boeing Advanced Syatenn$ P.O. cox 3707 Seattle. WA 99124.2207 City of Tukwila Department of Public Works 6200 Southcenter Boulevard Tukwila, Washington 98188 Attention: Mr. Ron Cameron'. . Gay Vice P sident -- Facilities bcc: R. J. Archer Subject: Boeing Plans for East Marginal Way Frontage' As you know, Boeing has been making improvements to our East Marginal Way properties over the past several years. Expansion plans at the Developmental Center complex and Thompson /Isaacson sites for Boeing, Advanced Systems have been fairly well defined in a Master Plan published in 1986 and the King County Environmental Impact Statement finalized in August of 1987. Improvement of frontage areas, including addition of sidewalks, is part of our overall plan and intent. The attached map indicates areas which have been improved or are planned in the next few years. We ask that this be accepted to document our commitment to these improvements. Please keep in mind that provisions for moving aircraft from Building 9 -101, across East Marginal Way South, to airfield access at the Military Flight Center, must be maintained. C PRELIMINARY exist at the site. Contact the Owner and call 800-424 - 5555 to ascertain the location of all underground systems before trenching or excavating. The Contractor shall make his best effort to locate and avoid all underground systems before trenching or excavating. In the event that damage still occurs, the underground systems shall be repaired to original condition at the Contractor's expense and be approved by the Engineer before backfilling. 3.07� Testing Each circuit shall be tested with a megohm meter. A reading in excess of two (2) megohms shall be deemed satisfactory. Testing and operation of the entire system shall be performed. The Contractor shall provide manpower and equipment as necessary to correct any defects as may be directed by the Engineer. END OF SECTION BOEING North DC WaterFront Park Lighting Page 16000,9 SECTION 16000 ELECTRICAL WORK RECEIVED CITY OF TUKWII A AUty 23 - 1b1 PERMIT CENTER BOEING 9 -12 CAFETERIA ,C R IFICAYI . ...�. R .F.1. REF ERENrE• D.WME RENC JJ C -11o7 The Miller/ Hull Partnership Architecture and Planning i v�l 1G • U? 11 Lt_LLh: /t"1LILL t ftLIiOi1II 'I THE MJLLERAIL LL!PARTNERSHIP ARCHITECrtJRO AND PLANNING DATE: �(J � l • 0 MEMO 0 PHONE LOG O'TRANSMITTAL FAX TRANSMITTAL e ct: '" 1 C.C. PLifIN6*. P fz-2g- fa • s 11e d�__ v 4.3 " 1 t ,Subject k Pl•sa�i TELEPHONE 206- 682 -6837 FAX 206 -682 -5692 0 For Approval 0 For Your Use 0 As Requested 0 For review & comment . 0 . 0 Hard Copy To Follow In Mail 04 u , 1y� v� 2 � Room 220 Maritime B;µildinS • 911Western • Seattle,WA 98104 p c�N �tJ►� Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson Specific Location: Materials Inspected: Areas Inspected: Concrete X Footings Restool X Slab on Grado Masonry Slab on Dock Grout Columns Other Beams Walls Approved Plans on Sito?: Auger Cast Piles Yes n �^.:� No Other Plinths and Al column closures Elev.: 111.7 ft. Grid: Plinths on line 1 @ B, C, D linos. Column closures on line 2 @ A, B, C, 0, E, F, and G linos. Req. Str. Quan. PI.: Sample Size: 6 " X No. of Samples Cast: 3000 psi at 10 CY 12" 4 28 days. Cylinders Cubes Concrete olso used on 4 benches. Weather: Cloudy Air Temp. 62 ........... .. 125C 7/22/91 28 125B 7/22/91 28 125D Hold v 125000 139000 1 Bldg, off. 1 owner 1 Arch. 1 Engineer 1 Contractor 1 other Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: 125c 9102 -04i Permit No.: 6498 Joe Kjoldgaard 6/24/91 Boeing Caffotorio East Marginal Way West of 9 -08 bldg. Slump (inches): 3 " Percent Air: na % Concrete Temp.: 65 F Supplier: Stonoway Cement Content: 5.5 sack Mix Design No.: 5501 Max. Size Agg.: 718 " City Approved Mix?: • Y Batch Weights: Cement 517 Water 240 Sand 1250 Admixtures AEA .75 Gravel 1950 Other NA : �• •;:;:.::;.::::•.;..•;;. >• >:z;:s .:, ::. R inibtcing.Sto 1 ......:. Cover Grade Spoo.: Grade Used: Spacing 60 Sizes Used: #4 60 Manufacturor: na All items inspected are Conforming Non - Conforming to aperovedplons and specifications. Cyl. No. Date Tested Age Total Load Days (Ibs.) 125A 7/1/91 7 101000 Compressive Strength (psi) 3570 4420 4920 All reports ate considered confidential and era the property of the Client and Wedge Engineering, Reproduction in whole or In part without the written permission of WEC is forbidden. Shear Shear Inspector: Joe Kleldgaard Manager: C. Weaver / Cone Comments ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 Client: BECE Projoct Location: Permit No.: Attn: Installor: NCR Number: Surface Proparatlon Accoptablo: Clean & dry East Marginal Way W. of 9-08 bldg. 64911 Karl Olson. •N• Manufacturer (s): G.S. Roofing Products Co. Roofing System: Modified Bitumen Composite Systom Moyer Brothers Procedure Submitted: East of "2" lino Fastoners (list number requirement by material class): 1 per 2 sq ft No Manufacturer & Installer Approved: Yes X No Weather (Note: if overnight protection will bo required): Actual: Partly cloudy- -cool Projected: PC in AM sunny In PM none (if rojoot) Number Square foot accepted: 300 sq ft on E of 2 line Installation per spec /procedure Conforming © Non - Conforming • OFING INSPECTION REPORC Report No, : WEC Projoct No.: Inspector: Date: Proj. Name: Yes X Approved: Not required Area (by grid) "E" thru "F" from "1" lino East to "2" Matoriol Usod: Joints ( If applicable): OK Storago (Por manufacturors requirements): All on roof covered & weighted building center lino. ENGINEERING 20656 84th Ave, S., Kant, WA 98032 inn ". I raAr9 rwv If/SC. [1.7 "1 11 A tA 147r 9102-04i Russell Rocks 7/17/91 Boeing Caffotoria Y T Materials: 1) Bottom Board OK 2) Vapor Barrier OK 3) Insulation OK 4) Cover Board OK 5) Roof Coating OK 6) Fastoners OK 7) Accessories OK 8) Walking Pads NA Note: Must be approved prior to installation. workod: line plus pitch pockets & skylights 1-4 & 6 -7 Hot Coating Tomporaturo: 400 F Spec: 400 F Actual: 405 F AR Completed to vapor barrier 1500 sq ft on "W" side of Inspector: Russell Rocks Manager: C. Weaver All reports are considered confidential and are the property of the Client end Wedge Engineering Corporation. Reproduction in whole or in part without the written permission of WEC is forbidden. .; .. ..:::. •:::::: �...:.:::.; :. }•::::•'•:::::::: i::: •i:•: i:'•.G {:i. :;: r: i:i:•::�i:::'Fi::::'S!s i is j; i:• :.:.:::::.:..:.:•.: .. ... .is SA ^!::bi:v ? .::.;::.:<.:. >:• ::.::;.;::<.<:.> .;: <.;: .......:...........: » >:::::::: %: >:: »:::;: >: �i�i.( ��. ItJ' GfIN. B' p. �C1` t( 71V�' Fr >�'?1`�::::::: •.. :..:...c.......:::.::.. ...:.,.: .,..:,:,.,.,:,::.., : ..:.,.:. :: :..:. » > ?: Client: BECE Report No.: 150r Project Location: East Marginal Way W. of 9-08 bldg. WEC Project No.: 9102 -04i Inspector: Russell Rocks Permit No ;:4;r ';6498;.;' "•';;: Dato: 7/18/91 Attn: Karl Olson Proj. Name: Boeing Caffeteria ........................ :.::: .:.:. .: : :: .:••r.: :,.•: :....::. •..• •:8'VS ?EM DATA::>::' >:;";:!::;>:::>::> ��:<> » ::::>;.>.: :W:::'. >:iii'::;;::::;:`;:'. :.;;.:.: :.:. : .. ;:..;': Manufacturer (s): G.S. Roofing Products Co. Materials: 1) Bottom.Board Ok 2) Vapor Barrier Ok 3) Insulation Ok 4) Cover Board Ok 5) Roof Coating Ok Roofing System: Modified Bitumen Composite System 6) Fasteners Ok 7) Accessories Ok 8) Walking Pads NA Installer: Meyer Brothers Procedure Submitted: Yes X Approved: Not required No Manufacturer & Installer Approved: Note: Must bo approved prior to installation. Yos X No <;tNS : ELATION% EL. RD<:<M;:::'<<::< :><:> ;:::::::': : :r: >:: °:::< : Area (by grid) From "F" line thru "H" line botwoen Matoriai Used: worked: "1" & "2" lino & accessories from 2 to 1 -4 & 6-7 3 lino Surfaoo Preparation Acceptable: Joints ( If applicable): Clean & dry OK Fastenors (list numbor requirement by material class): Hot Coating Temperature: 1 per 2 sq ft Spoc: 400 F Actual: 400 F Weather (Noto: if overnight protection will bo required): Actual: Sunn & hot Projected: Sunn to rartl cloud Storage (Per manufacturers requirements): All items other than cover sheet off roof & off site >s:WOR i4• : IS': s: zl:: iE ?. >i:s3:i:::: >:<rsi %; »:;: >::�..•: A i: :::i::>:<::: >;:«'3 >:: >:.' > ? ?:<•::::3:; ># ? NCR Number: None (if rojoct) Completed ontiro roof to vapor bsrrior, began torch down Number Square feet accepted: 300 sq ft on West side of of covor shoot, should complete roof tomorrow. 2 line Installation per spec /procedure Inspector: Russell Rocks Conforming X Non - Conforming M Manager: C. Weaver r- 1- All reports are considered confidential and ore the property of the Client snd Wedge Engineering Corporation. Reproduction in whole or in pet without the written permission of WEC is forbidden. ENGINEERING 20658 84th Ave. S., Kont, WA 98032 ,nne, E1.1.1 nwrs rwv ,nne% ••sn n aea .: A:.. :• Y:. F.:•:: �:: n: :::v. •::; F:l+:•ii: is �: is Y:. ... ..: . ..:: :: :.::.:. .. - _ (CS ' i ,,,," T :: :;:j }: { ti! :; :,L � ': is: {i''.. : �i::tiJ -::' ::x.:.:::.� :.::.:.:: •: ::: ::.:.:::I::::::::.:::: :,.: a s . s .�c'r. Ill t i: iNt�:.l . p Client: BECE Report No. : 152r Project Location: East Marginal Way W. of 9.08 bldg. WEC Project No.: 9102-04i Inspector: Russell Rocks Permit No 649 : l ; i. Date: 7/19/91 Attn: Karl Olson Proj. Name: Booing Caffotoria S : DATA;<M : :: ? :<' ?%: ;;« ii> <%i<:; <s< ; ;`• €; ; <. <.`« ?'. >';z`€ ' < >< >; > ":> ;< : > >> ' > >> ` -:BY TEM Manufacturer (s): G. S. Roofing Products Co. Materials: 1) Bottom Board 2) Vapor Barrier 3) Insulation 4) Cover Board 5) Cover Shoot X Roofing System: Modified Bitumen Composite System 6) Fastonors 7) Accessories X 8) Walking Pads Installer: Mayor Brothers 9) Aluminum Coating Procedure Submitted: Yes X Approved: Not required No Manufacturer & installer Approved: Note: Must be approved prior to installation. Yes No :::«:>:: s:;;;: s:;•;::>; ;: ;<:;:s >::::::....,.:.. ..,.....,.,...... . Rp::;< l: i> ;;:<:;::>.::,..: :::.. ::..,:,,:...,...... :.; :,,. ,,,..,.....,.:::: Area (by grid) "2" West to "1" lino from "A" thru "H" Matorial Usod: Cover shoot & acoosorios worked: Surfaoo Preparation Accoptablo: Joints ( If applioable): Clean & dry OK Fasteners (list number requiromont by material class): Hot Coating Tomperaturo: NA NA Speo: Actual: Weather (Note: if overnight protection will be required): Actual: Sunny & dry Projootod: Same Storage (Per manufacturers requirements): All materials suseptable to moisture damage has boon used. <•::•:..:..::g::::,:: :.::.::<.;•...; QRK:. S. TATIS:.;.:',>::>•::: r.:.>:;•;.«• <::< >:::.<::. >;•:: ?:..:<.:. :';•:>::.>;:;;::.t: :'::•>;;:;:;<•::.:;;:•: •:.:. :M:::.::. >:'s;;;;• :::.. ................... ...........:....:.............. NCR Number: None (if rojoct) Complote torch-down cover sheeting some work Number Square feet acgopted: Approx. 6000 sq ft remains on "2" contor parapit & 2 pitch pockets will be completed Monday AM. Installation per spec /procedure Inspector: Russell Rocks Conforming X Non-Conforming • Manager: C. Weaver ?. C•'\.. All reports are considered confident(& and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or In pert without the written permission of WEC Is forbidden. D G ENGINEERING 20856 84th Ave. S., Kent, WA 98032 MIR% R79.Qdf;1 PAY r9nat R79.Q t .A Woathor: Partly Cloudy Ai,Tvmn.: ZPF Areuo|nopvvmu: Continuous Footings Spread Footings Stab on Grdo Auger Cast Piles Drivon Piles Othor Approved Plans on Site?: Yes Specific Location: Grid Line Describe: Pathways, punWnn, tronch baso courso No El ft. Sample Number Location Client: Attn: Grid North North BEC&E Address P.O. Box 3707 MS/4H-07 Soattle, WA 98124 Location Grid Path Karl Olson Path 4" gas trench Inter. N+s Electrical trench Electrical trench Intersection Sowor trench snwofsend Elev. -6" '6" -6" Surface Surface Surfaco 1oo'wofsend e0'sof Wmm 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Nucloar Donsomotor Density (pcf) .11u.8 .1l1.6 .11o.2 ..1u7.8 Surface aurfvvo ..1ouJ ..136.8 ..132.3 ..139.7 ..140.8 ..|us.o ..131.7 Soil Typo M ( %) .so ..o.e 100' S of 9.08 100' S of 9.08 ..�.o ..10.2 Contractor begin paving m noon tests aro in rock base course pmvivvo|vmomu but disturbed during fine grading, base course ,ovvmnmomu &mmm^u. Comp. (%) ..99 ..98 ..97 ..97 ..99 ..96 ..101 ..100 vY[o Project Nn.: Rvnvrt No. : |nonvmon Date: P,oj.Nunnv: onvAuumoo' 9102-04i 156s Jeff Rabe 7/1u/a1 Boeing Cafetoria Permit No.: Cafotoria 9-12 building/ Watorfront Park Ref. Modified Proctor Report No.: Maximum Dry Dansity: Optimum Moisture: Required Compaction: pm � ok Type: S/N: Type: S/N: Tests Roquirod Location Retest 20' N of S end of path Retest 80' N of S end of path 4" gas 100' of E 9.08 1s'ov, large sewer vonn. mrs Covorod walking Covered walking Covered walking All roports are considered con Wendel and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Max dry density ..113.6 ..113.6 ..113.6 Dopth Aovopt/ Roject ..138 crushed ..138 crushed ..138 crushed ..138 crushed ..138 vwvxvu ..138 crushod ..100 ..95 ..138 crushed ..138 crushed All items inspoctod are Conforming • Non-Conforming to approved plans and specifications. X Inspector: Joff Rabe Managor: C. Weaver � 1/ ‘ ./ ENGINEERING 20656 84th Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 Client: Projoct Location: Pormit No.: Attn: NCR Number: None (if reject) Number Squaro feet aocepted: 60 sq ft on 15 sleepers Manufacturer (s): G.S Roofing Products Co. Roofing Systom: Modified Bitumen Composite System Installer: Area (by grid) workod: Moyer Brothers Procedure Submitted: Manufacturor & Installor Approved: Vas X No ... ........ ..................... ............................... ''S(:�IIJSTAItA 1 N <REC Oi�>»::>#::»: z' s<:>!!'>% i::>'>:.<. z:: s:: Ejs:> s>: si:<>;' s' r>'<::> i�>r<:;>#:> i::.>:<.::.; s:<:,:. ,,:.::..:.;:.:;;:.;,:::•::.;;:, On roof of 9-99 bld.. (electrical avc linos for 9.12 bldg). Surfooe Proparatlon Acceptable: Joints ( If applicable): Removed U -clamp tie downs and 15 sleepers used as supports for elect. tamp shooting than placed torch down. conduient- joined to bldg roof Fasteners (list numbor roquiromont by matorial class): Hot Coating Temperature: NA Replaced fasteners on U- clamps after torch down Spec: Installation sealant coated all such fasteners. Actual: Weather (Note: if overnight protection will be roquired): Actual: Sunny & Hot Projected: Sunny & hotter Storage (Por manufacturers requirements): None -all excess material removed from roof work completed Installation per spec /procedure BECE East Marginal Way W. of 9 -08 bldg. :::6488:..:. Karl Olson Conforming © Non - Conforming Report No. : WEC Projoct No.: Inspector: Date: Prof, Name: 1 ENGINEERING 20656 84th Ave. S., Kent, WA 98032 Int1C1 09.1 AC CA I')ACt 01')_0ACA 158r 9102 -04i Russell Rocks 7/22/91 Boeing Caffeteria Materials: 1) Bottom Board 2) Vapor Barrier 3) Insulation 4) Cover Board 5) Cover Shoot X 6) Fastonors 7) Accessories X 8) Walking Pads 9) Aluminum Coating Yos X Approved: not required No Note: Must be approved prior to installation. Material Usod: Torch down cover shoot & sealant Inspector: Russell Rocks Manager: C. Weaver r.`.' �•-' All reports are considered confidential and are the prop rty of the Client and Wedge Engineering Corporation, Reproduction In whole or in part without tho written permission of WEC le forbidden, FROM BE C ENGINEERS 1 1, Contractor 2, Construction Engineer to 3. Protect Engineer to !s Design Group to E, Prcject Engineer to C, Construction Engineer to Contractor Subject. Submittal No Fo r - Contract No, Contractor 4[ 0 Initial Attached Data 4. €.1991 • ,- ' 'r -- l�. c F tv o3u,sor, 0 Partial 0 Final 9: i4 (f to Construction Engineer Project Engineer Design Grout) Project Engineer Construction Engineer D; C. PLANT ALTERATION PROJECT SHOP DRAWING TRANSMITTAL (CONTRACTOR SHOP DRAWINGS) date Q Complete Design .Action 1 Z'r A - , SEATTLE, WA 981OR FROM BE C ENG1NEERE PROJECT: 18 '4"144; O 1e7^ //4- .�. �s "I ova E: polose---'10 014 Violet AL i-vme iPRac)Asc a is me P"ri°re7Ge I � V�r`°f W r -ntfi-r P romµ or ! A 2r.P 111/4.1 s Pec 1bA s . (2, 6- DK76 . (77 Oc gP.44-rc) 4/12M( REFERENCE DRAWWNUS: .Tftee r" .6' .Z: ~- /V 01 RESPONSE REQUEST FOR INFORMATION o 6a/,.s �G7pneT 177 sSo c.s tame S771 s " 6,4 o / m //vas' Ccccs e'oc /t 7V (i )/ B Zn< 7 fl S- Oti! , t ei - rte S177,4 G7 eleA -c_. pc AM) /4.1Qr cs G ) mG. tf , 7777 ,€t' z.z au) eue f7 ExPe ' /e71„)G 7'7 "'u - 75 Ail 777 7 ?iW r> - r/ 1LJ f7?eT 7'7r ' SIKH? /L// P 6/ ,?,4 /7V77- j - 7U,U S Tv` CAtae" C44c 4 / A.)61 / CONTRACT NO. BECE 90 -5013 9-12 CAFETERIA DEVELOPMENTAL CENTER 4/o REV. 6 Dare 4. B.1Q41 9:04 F. S SUBMITTED BY ci,' ovstcee e * CP! enatr - CON7AC7 PHONE 47 - 30/0 tir } , . O. A7 . ^ REFERENCE. C V.0 (')• FC JOB NO. 285590 RECEIVE. ID) APR 0 S 1991 MILLER /HULL PARTNERSHIP /0 A% j ECLRAW/gini APR Yse4 FERGUSON CONS} htUC7"ION SEATTLE, WA 9810P RFI: SK No. REV, DATE: sHETr 0 Fk0h BE C ENGINEERS 1 r 1 1 1 1 1 1 1 1 t n' ..1 Trt' ' Cl' cc.: (IT TF.''il .idhi s f/r7I2 506 `i 9 "`/ 001190 RetUtance to lateral movement or footings may be estimated on the basis of pessive earn t pressure and the cuefflclont of friction between the concrete and the surrounding toil. An allowable equivalent fluid unit weleht of .00 per may be used for calculating pisstve earth pressure. The allowable a oil .to - concrete Mallon coefficient may be taken as 0 3S. 3.1 f Leer blab if olio preparation le carried out u recommended below, the ground floor slat; may be soli supported. A modulus of vertical subgrode election of 230 pounds per cubic inch may be used for slab deslgn. Concrete, s.sphalt, organics, Ind other deleterious materials within the limits of the pruoused structure should be removed, A minimum thtoknets of 1.3 fist of Compacted ',router material shou directly underlie the slab, Thb mate:lel should be r minus two. Inch clean send and gravel with lets than 3 percent by welght of fines (petting the No. 200 sieve), placed In eel-inch thick Lifts (meuured louse), and compacted to a minimum dentlty equivalent to 95 percent of Modified Phu toe maximum laboratory denslty (ASTM D•1337). v .t, ur f inc l mmedlatet i+t • •r h • • • • .• ab should co It I us on •Inc crux ed roc com •acre to t is genre cc cotton to • tea • e uni arm t 0 SU• oat AO • A CO • If m0 !tuts • tee Additional fill regared to ettabtisit planned Moor tubgrade should carnotite the same clean and and save su recommended above, Placing and compaction should also be carried out as recommended Above. $.1 Sattlameots AA Utilities 4. 6.194+1 t 0S 2 g, or2. C- /Al• 4/a/11 P . 4 We estimate that total settlements for footings dittgned and constructed as recommended above may be about 1/2 to I inch, Differential settlement wilt be %bout half of the told settlement. Settlement of the floor slab w111 likely be In the range 1/4 to 3/4 Inch, depending on floor loadings. Approximately S0 percent of the settlement will oeeur during construction, with the remsittder occurring over & period or were weeks after construction. The above settlement estimates ammo that the finished Root Srado will not be more then one foot above 0A(111111 grade, We should review the settlement estimates If the grade Is raised more then this amount. OACkfhling of utility trenches and other eMCavatlens required for construction of the proposed structure should be with clean tend or send and gravel, Based on the borings, we do not consider that the excavated site sultt will be suitable fur Lachflil. P111 should be pieced and compacted, as recommended above. S.S Lignefeetloe Assessment This assessment or liquefaction potential is bated on evaluation of soli conditions et this site and review or pre•tout cremes S+t Moore liquefaction evaluations of nearby sites. We have not perfurmed specific analyses of liquefaction potential et this elle. Such analyses would be neceuaty to provide a more detailed evatuetien or the liquefaction potential, and to estimate the magnitude of associated settlements. 4 ht%n.. [ERROWIrg 1 APR 1 y MI FERGUSON CONS i kuCTION SEATTLE. WA 9R1 nR r E 1 c Cl,! SGZ t 131 " 1 SiJD:t '93A 5" S LA ('j O►J GigAN0e 4 0is? ›" D.G. FiA . WAY (0.H, 5.2 - LAP :_ 5 2 Leo- 5 C 00I1%.11' PEI, TYP, S- 2 BOEING 9 -12 CAFETERIA C.ARI FICATION : 6GL e ' . O F.I. REFERENCE:3� DWG. REFERENCE: E 2 _DATE: 4 h2 - /1( E@ROWIFE. APR 1 r 1991 FERGUSON CONSTRUCTIC SEATTLE, WA 981C8 C-117 The Miller/ Null Partnership Architecture and Planning 2` ;`•ti::. }:i:: •:>!::` t::: 7 i} �.»:: r{:?•;:{:;.>. v. J�f'.::ti�f ? ? ?i:ij'r$ ::'f$'i: ?i'�:��: .`•'::r� A i. : , •:'$:S.v::..}�. "•S•7 }:�;•f; <n }; l. �.,.,n •y ;.r ? . l { . .!. xt• :`N•;.. ?r.: ••. ,d 1. !:,V ?...r +.•. i < ?.:::.n{f :: } }$:;, /rJ.. ni:.i $•:•;a; ?.f /. •...y1 ,r � � ..[. ... ;:. •. 1...{. i,?.}: au?. ......:rF..r.. >..... /.....:.y.. ,: r..,l•. /.:,.....:....:n.,}.Y n :.. . •:t: >; :;: >ii >:.::�:::!.f: { {� :.;! .}:{.; :,::J } } }i:':.,:::•i:•:.:.;'::: )�) �; > :.:: vJr {::y {<[, {iY:•::. iy ...f { .5 {r (.w j�yy y� �•f•.^ •::Si •i$: + `i$'f� '�, t', {•ri "•'t::Y•�F` SJ.'!:$:;F•In• /, y,{ :• f F� y� {{ ; Gi !4�/I1.7' /.c-:? Y sy� ,, y) // % ....t.. +(. J S. ,$ �cfjf,. $�,/, �. n•: ? rvnv ,:.::::,$.. %�...r�•i%•'GY. ? . .f r.. x..: }?'A• S } N77. •'?i •:: }r!<.. n•.v J.i R {�frff: .it �`r,Y$},l.•Y!•<. ^lA. {• Client: BEC &E Report No. : 023c • Addre a P.O. Box 3707 MS /4H -07 WEC Projeot No.: 9102 -04i Seattle, WA 98124 Inspector: Jeff Rabe Attn Karl Olson €I. Date: 4/17/91 ProJ. Nome: Boeing Caffeteria : ' : : $: {<r;<:.; <` b.a iane .e.larmed .. .................... }. i: ; :. i'.:{. i:;:;}:•, .;: } ;i , ::; :.si:• }:i:•:! ........ Site Addre East M r Marginal Way West of 9 -08 bldg. Materiels Inspected: Areas Inspected: Permit No.: 6498 Concrete Rasteel Masonry Grout X Footings Slab on Grade Slab on Deck Columns EN •: < % ><• BE ON FBA .. X •i:• ?.; : { r• ; 4:<! 4:; e sYii::<!!:;!•:. iiir :!•.S7,:i• " : :: : :: .: ••rr`r <$S,•:�:ri�)X� ?:�:�S:�vi ;:;: ?:•:•4:0:{:,: {. ':;!n:y ;7; :{. }. ;...r., :•.•;.�:: n. ?:::::.::` :..as:!:r!: r {n ... .... .,.....n .., ....»,:. ................,..: n. Ctltldr�i' f9�.: r:}: s)'. G:: �,:.}:: f) s$:. Yn.); �}. i.:<.:.:. i.{•:{. ): {. ?; < . >...c %t %3 Slump (inches): 3 " Percent Air: % :r ?v:% }:> Other Beams Concrete Temp.: 58 F Supplier: Stoneway Walls Approved Plans on Site?: Auger Cast Piles Cement Content: 5 1/2 Back Mix Design No.: 5500 Max. Size Agg.: 7/8 " City Approved Mix ?: Y Yes X � ^. � ;^' � No E:: Other Batch Weights: Cement 517 Water 250 max Specific Location: Elev.: ft. Sand 1440 Admixtures Grid: See below Gravel 1950 Other {$?. r':•} i$ ''ii4{ % %fi': }$t$? i; +•:? :.:i':y {:$:••i. {$$': <$ ?:1:1 $ :;ri:ir.';$s':7<r$!$: : "; >.$..• ?. ;: 2fiattffGratli� <stidlF'i�:. ":;:4J..k .t ?, JY.• 7 Ei 3%• 4p?•rJ:i.?: : \ ::ifj4,< };$:v:$. ?; . <• $:.$:•? .., ? :: :. �: •i } }} }SST ; ;: 4 }r:.:•:;;:: „; ? .:::,:.: ?:. � { .. i v: { r :: ., J } ., . n• /.•$r );:yfi'y %::•'ins? i:f:$' {f'•$$ ?GS: +)$$f$ ?•Y.•.`•: ... ..... �:$:.}:::., n. . <:.� >::::: ? „• r. •: Reg. Str. 3000 psi at 28 days. Cover X Spacing Grade Spec.: 80 Sizes Used: 4 Quan. Pl.: 40.5 CY Grade Used: 80 Manufacturer: na Sample Size: 6 X 12 " " X Cylinders Cubes { i:,fl$yNy:$j::: T > $:ri > '`6 v +4:j $'i:.. } ?„.:,: r+ " - ? i' f :$$:S:L},.' ,:::: :• $: i':,:f!:f$$:f?;:S f ?i':ti :sti >.): a? G}> J.J$:-•[ t<. 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Column footings: 1 line at lines A, 9, C, D E, F, G, H, and 2 Tine at lines B, C, D, E, F, G. ; ;r: { r:, ; fr., $3•. :tKii. �• •: � 4sr ii •.,'•.' ?•:':t } :'`::i ?.i$f`.' % { . ; : :. t.. , »:.7:: }r•i •.: r. < 47 < .. , .•.t :r »if }•. [': %ffi SI. i 'tft:'• :: 'yS Eii� %: >. %r.: 7 ? Yit.:w }f{faR::$!f: }2�i % ;? �# jJ' Y�:: S+ 72Sf:: $,;'.J7. ; >.•,!g..�f$;' :; >:g: }r,`:;>:.:;:::;:;'•::: Perimeter footing/8'6" East of 1 {fns from lines A i{ r: j•%: p%: xj l: 10:0- ?:? -.: nfs 'v,)t }}•'f>ivn . .,r.. ry ,. r. �: ar? t$,;:$: i) iiof tR}:: 4:{ y{ �• r�; w: f;•. ..<:••; ;;f•: }•. %t: %�:'<Y Yak <k.;:vt:;:$r ?it::!!.i'o:4 {�ni,Sti {S.4: n$'Y : +,4 {?•.•; .• ? ?::} 4t•ii:t<:: f }v }Jin }+)'}} .........:.. r ..,.. : . �:r, t 3t�t•.•:. ; ... .: n<,... r::, l.?:.. r.{..:,:?::•:::.> :;!..:::!: <: {•:: } to H. Perimeter footing form A,8 to G,2 1(ne from 1.2 line , i::t + :• }:i : ; :ry `}? j^.,'�yn':�••S:n� ?iii i:f}�i:'YYr {:!�}i'f,', y (� ...;><;:/ :} {,,;<!. �.; '?.• •`.{jfC'r, }: {i•4};{M1�S;: r . v :}. S Y'. i. }.•:S':f%:i' 1 Y r iX ? {. { k >'r; }:J I K Y 1s {�� }3'Ajf. Y \IV .•I� {Yllh• , i s,3 •y,.?.yi4: >` ` ?••r.,[ , s . .{? }'r, '�• • s#iglt i!' �,2:�• +..: }� r,;, i � ' ?4,..? l y < .S t... ..iyO 4a• :•ti3;'t::t:J• ri�17 <J�i Y, >:�.•,: ,�+ .4. , }vn• ,rJ.i M1.4 •?. S; ; ki . c' , };; ?t< }; {:: . y .. n•):• \k : : }\{• { v.::. nv)}!•: J'A.. ;!! {::.iii {t:r:ri,:t•Si::•) y; •{4: ,,!;; +}; :. 4h\:'' v' vi+;;. v{.. i!{\ v4:•:{:;..:{•}•!?•)'{ 4:' {t;! :4:{4ii } }lt ?•:V{ {•}:•: {S �i:n } +:!i:4i •,;:" yi'?}$ S: Z' r Y�- fn'•?S �$:• f'S Yn: fif:: Q . :ff 7 : : .'L:j { .;fV,.• { } :;Y::! r :: )'lt: 'ill.{?$rf': {t { } •i:i '. �.{.; � { �:..!. ��.}}: �. t.? 4:•$. �s.} i• x':+}}::.,,#,. is: 7{.:,!;;;;.<::;;: i :<:, } >:<z<:$:::;::•:.i<::' {i� +� •� {;Y: ?f• �. vn ; n, l' r ? ?:4 } k } // {`$:: `• {' +'':: } :i YitiA } }`.�:�:4 }: ?{ Rif$' : }f'f } ?$�'v !,.$l•:• +,> iti : { %iG.,.it -? .' {4.:}.h:n lff ;i { ; • f: r. {$`'R•:i$$F: ?ti ±ti iQli,•,.; ;•: <% ;r7,.: ?y4,,•},.'Si <, :s: .. r,sJ; }is Y,titljf(Y.:•f.•:, - :: ? < }..$ >::r,. <:S'�'•J� #�: • 'MM� , •• ,,, �i ` M r W�,MW�} to 1.4 line approximately. - l. �•irn{'�7, Y7} { : •?`$$4 , }.r .. J�$,.L ?< .� Y r� a �yY !W':A'ii$Yi ? : f ),• i: {':':<;i >.�:v!f:;'.$:ti • ^ 1{4 $:in:':,. if$ ri:! +r)y h I N A.1.1�)j� Y . { : {:. : >+ vv,Y.•:: ii.:.�v:. ::1;:;F;i� .:: r Faxed copy of mix design on site with preliminary g p Y ,!: ,•.4 �.,p Y': }• �• :.s ?a re ?u /fr k•.,. : � {<•:�Y) Via: :..$f$;$f �f•: �4 v h. $ J .Y'l `. !„ }.•'l.} X'' i$$� $ .. } {r , ; R {Sif•S , ; {v`,+Y.�fi /9 .':rt�Y',: ^ }:i ;:; $n, , • } :r •'s ? ^ <: {); sij atn a {S' < no Cp. }, ! x�Y i air S, {• } n�: y 'fit •Y'f {: 114:. :• ?q}ti �r.':�$ ?!',•' {` : :;:r : ?.4,f••r ?'. ,•t, v h d ?h %Y. .•�ea o $ }).,. , .:,� >.;{! > .�.;... ;'�•'•.Xl 4 ,.Lr:M:• b +.: • `sPI9;:. .., D iv ,�, >.p ., ; }.; �,. �m. ; ' .y ` r/•.>,S`.::`f;jk +i ifG:•: $ } { .t < { :{ �t �ty<' }iir}4p`. v. , !:;'Fi: {'').g y ::: �' y .. r. 2 • R'f:s /T: ., r,v {�Y Y Yr. -0Y•:S }:�?1,•f• ?b::J:•) n +�i;::•,+::� {ii'.Jf \v: . , S4 ?Y.:iYr •. }Si I:i{'::�::�:.�k ? a PP ravel. Conformace subject to flan! approval in I PP _- writing. :$sr;;:: .i sz::>)>::$•; ztaz<:?`:::. :3; {i i., : .. r ,., : ii .. s;:{{..?. K., z: 7 .>': ::f�4;:: fz } >.:$:z: { ::RZi7} : :; •,•.i }h�: >s$::$a %• >i:.;; }:: } Y, 4 't: • {:. . •>:o • ?s },.i�at.:{• }} :, { > mss; <: i. : : :0 iz #:; s >: >;� :,'�t:Canlarman'te:: ai?:;tiNatfE >::ii:., }.:: }:,�:,: , :.<:< ;:r;:::.�:.:::f.::f:.;<.$:f;i: All items inspected are Conforming • Non•Conforming w:s` to a • •roved •Tans and s • ecificatione. Weather: Overcast, Cool Air Temp. 42 ..:::.:: {:.i •r } {: s ,•;• :: {• , .:.{ .:.. ..... •.r : 7,,:•.,{,.: 4 si}:; t,:;::e iz:.. .;;::t, : i:< }!.$: ,.. +.:. ,r:Y: : r: •: : <•: },•::.v.......:. r: r.: <J: {!! « } :.:. v..n i: { : } %.. } v):4: <.� <.: }:: . ....; , :n. ... r •S.•n ., ...,. >n ........ .... ......... :., . ,.: ama..a d v a 6�r g h .... .., ...,..p..,: r. ii;.»> ;:.:: ?• }:. ,•............ ... .... .... : _.... CyI. No. Date Tested Ago Days Total Load (Ibs.) Compressive Strength (psi) Comments A 7 B 28 C 28 D Hold ... . . :.7 : ...... ......, .. ... , •:.•'� ?�:::i :::: .�... .. :.::: :: .: r:. . •:::,'•::[; -:: : ! }:�:: :r: :: {$Sii'• ?'i: ":• v :•$f; " +':r;�i : : .... ..n,..,......, ....,..., f:::} Y ::':ti}:<i:.S:::i:n4:!`.SiS:' r: :,•. v:.: ::: ..::,:..,...: ,; ... ........ .... ... ....:iv.. .:.:...... ...... ....... .v: f. {• r::: :n }i,; :.... }. ..:iii': $tim } ,., ....: ::..........::::i ?i ;:$;::.::<•i } + :.. :.. is :;'': • }: 1 Bldg. OIL 1 tngirYeer 1 Owner 1 Contractui 1 Arch. 1 Other All reports ere corwidmsd confidentid ud ue the property of ;h. Client erYd Wedge Engineering. Reproduedon in whole min port without Ux written permiwion of WEC I� Iorbidden, Irupector. Jell Rebe i i �' �• M�n�ger, C. Weever i w E D G E ENGINEERING 20420 34th Ave. S., Kent, WA 98032 (205) 6729451 FAX (206) 972'9454 Client: BEC &E • Addros P.O. Box 3707 MS /4H -07 Attn: Karl Olson ,� }Y 9clbria iP t otftted <> % >: >z: »: Materials Inspected: Concrete Restoel Masonry Grout Other Approved Yes Specific Location: Elev.: Grid: Continuious footing- line 1.2 between A -H column footings on 2 line and footing on 1 line Seattle, WA 98124 Plans on Site ?: No Weather: Sunny M emdr Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other • iAUTY AirsQRAN'CE Air Temp. 54 .... ... :..... . .;::::;::.:.::.t. .:: t { >. {. { ::.t• }: ...Cdttote teL • .:: T...,•Y.• :. .::,.iJ.:i:::: �i:::r :C...:::r >` F} y .<... ...1: }} : it;. <::':::: }'::o;;:::'Friy:::; }::::;.:::' ..:!•.' ?:..,.r•.,•:.�:..�r::,�: o, .7n ; •: : :51•%. ......:....:.: .1.:::.: @:•:':.b':::::..::5 .:. G...«::.:,! L... a,..!.:.::::.. .....}t'',:•..,,,.r.• <•rf}. } _? •:: F.risrrf: ? >.t „�+:FF.L.>F: %:: Cover Grade Spec.: Grade Used: • :t ;fie•' >Y >:�f:«i.'i�i«:;«:»w«w�iw :..14. �i:,r�,/ r .• r :?' j:�•T.f } s f:N�.iyiy s }:4f::i: Iy: j } ` /i >'tyyff iiYy�T�irfMn'r.�V. . Cyl. No. 1 Bldg. Off. 1 Owner 1 Arch Date Tested 1 Engineer 1 Contractor 1 Other Age Da s All reports ere considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in pert without the written persimmon of WEC is forbidden. ENGINEERING 8101 Aver:. S., Kola, WA 98032 .•151 FAX (206) 872 9454 Total Load (lbs.) Report No. WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: • J . ,l. {f':. fir., {.. r... : Jl •Ni, ry :...4,,;•,,t:rr. {�'i.::t yfs s.,•,��rsf, 021c 9102 -041 Jason Peterson 4/16/91 Booing Caffetena East Marginal Woy West of 9-08 bldg. •:.: :::;;'ir: P : ; :y: >;t.. ti.'a ;: } :� : f z .,j >% i a : : a 355 : " X 1 r: ...C: {!i: >! {tiy fJ4�krrdlt: � � •' /,. .:!.. . . }i ::::::::::=.::::;:::R.,. �, . 25, {i S< : l , . U,:: r / x ..... wwy • ;s..i v.r• Y .. .,y �:` F : N.. ATP:. �i. �iiiiwiQ }i' F i {.,:•:::::•' •' :: : :: •r•a : ; '.• $ .:,', a.' {y / . 3:2%' { I t� ^ ' t t : �:.cr. : ;; r ;ii:::: r:'''• :'r:•:.y,:: }r: :•:F,x• ;} Ijg: r::. Y;: { >;E:3.;: ;: { .... .... ..: {.<::filllnitir� iii :51tg6t�f:.,!:tL {.} ;. Y::::::;. :, r:}.:. Y }:::- }:.:,:,.:!•::�z:: >: >:;:;:; Spacing Sizes Used: Manufacturer: <• / :. 'L•Y.• }Y} '�i JiA }i }: } ^i:•ii); i }Yii •'r:•::u' %: v;:: - iiY: ; } -' i:(:; •.v. Li:: >: ;:;i:F::t:L! {4; %vli:Y:L 8w4: },: {:. � 4 %<f� i:::: Compressive Strentth (•si) ' 9}J'• �: Si}: ii } }' ^:1iiY:•YYi':'•'•�niYii':.Y. �roUt o »fb�m�n`oe::oE.: All items inspected aro Conforming Non - Conforming to a..roved .lane and s.ecifications. lel Comments 4, 5, 6 nit < Y:;: i:.Y':''::Fr:i::i::Y >:!a:::< {:; >:% a:{ i::>: r:;}: :�:::...... ::<.::<a•: >: / ......; r::; r:: {::.::.:;;.:: } {:.: >:•::.i: > :.: YY!•. : };:':::;;:'.;:> nee e o eiv B tran t ... Inspector: Manager: Jason Petereo C. Weever 1L ENGINEERING 25420 8401 Avo. S., Korn, WA 98032 (20fri P7:? 9451 FAX. (20(.0 872 9 4■,:p2 Client: BEC&E Report No. : 026q 0 Project Location:— P.O. Box 3707 MS/4H-07 WEC Project No.: 9102-041 Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: 6498 f. Date: 4/19/91 Proj. Name: Cafeteria 9-12 buil Fork :iiaii:ii:00: On site in afternoon to check re-stell prior to Monday's scheduled concrete placement. contractors not finished at time of site visit. Concrete placement postponed until 11:00 AM 4/22/91. Turned in sieve analysis data on black sand. iiMi AU items inspected aro CQC Representative: Jeff Rabe Conforming RI Non-Conforming KM Manager: C. Weaver 4 to approved plans and specifications. All reports are considered confidential and are the property of the Client and Wedge Engineering Corporation. ENGINEERING 25420 8401 Avo. S., Korn, WA 98032 (20fri P7:? 9451 FAX. (20(.0 872 9 4■,:p2 :- •... :. ....: ,::::.: ::.:,: : - ._:,: :.:., :,= -.::.: a.>t,.:r:.,; .:- .,.::::�..;c:}s: }:.:tea }aa::: ::: ; - :KY \kv..v..� ::.�.: .................... ..n.. a. v., }:, \..v::.....:.+ . n :ta., .0 ..!- 4c....... ri- \v..t.K :...yC...,., :.... :fin....... ;.. w......, ....v.. :� -- 1r. C,. t:. v}� •..... , . .: C.•:. v:.,::: v: :.,..,n,t, }•.Y•:rrp}:rx:.v. : .. • .},v,. - ..; .. :}:i.. :..: ,.: +:. .: ., ..... . .. ... .... v vin.: .v } \: :•: ::w: swam - • x. . -: 4 .}. ..?�7.� It��Q�� ,.,..,,,,,,:e:,,,,:,. v .. .......... ,.... \........,v,,. \ }.h \ ..�J v.... .1n....t. }.,. .A:. .YrI�...:.: . :..v :.: •h r:...,................ .:.... ::............,: -: :: ��::: ... :...... Client: Proj. Name: Standard: BEC &E Report No.: Reference Report No. 025s Boeing Cafeteria ASTM D -422 WEC Project No.: 9102 -04i • ..,>::::: • :. � .:.:v• :•} at-}},;:.}.,,•:}.:: v.,• �a.,•. vA 4 �,. �: 31c��; h, y ?�`y v... �v'w? � +. ".ti � �yts.CY.:in.': . A.,. ...:: >;<.�;<;,: :out c• �?� p:, <.<:< .:.�- ...: .,.,..,:.:. },.,..,...,,.. „.,... . ^ yeti Techn Jeff Rabe Container No Wt. Tare + Wet Soil Wt. T are Wt. Wet Soil Wt. Tare + Dry Soil Wt. Dry Soil Wt. of Water Moisture Content Dry Wt. of Sieved Mtl. Date: 4/19/91 lbs. 172.00 lbs. }n Z .v - d- . A ::nv.:::..a: :: n:? a[ 3rs�ifOt!” <z`A=::' ?:;� >: » >� »r= >ss >� >� >':; lbs. Sample No.: 025s 1.47 lbs. Sampled Location: Electrical Duct Bank Backfill lbs. lbs. Soil Type: Fine to medium grained sand. ..747 lbs. • 338.8 ; v: vv ., v :..::. .. •:: n,. •.,. ....,. „� v, ...... . ......... ..... n. ... n ., .,:v: - ::.,v.. ,....vv:::: -.v, ................ . .:y".- iii: i } }':t: Sieve No. Sieve Wt. (lbs.) Wt. Sieve +Soil ;lb) Wt. Soil Ret. (lb) Percent Retained Cum. % Retained Percent Finer 3 2" 1 -1/2" 1" 3/4" 3/8" 4 10 0.02 ..0 100.00 20 6.80 2.00 98.00 40 68.00 20.10 79.90 60 206.40 60.90 39.10 140 324.30 95.70 4.30 300 331.10 97.70 2.30 Pan 338.80 100.00 ..0 Client: Address Attn: Karl Olson Weather: Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site ?: Specific Location: Grid Line ._ Describe: Sample Number Location Location Grid Grid Rd X Bldg. Off. Owner Arch. BEC &E P.O. Box 3707 MS /4N -07 Seattle, WA 98124 Weather iiptecilobe`:Perforinod Duct Bank Planting area Results are from several de s 1 Engineer 1 Contractor 1 Other Auger Cast Piles Driven Piles Other Density (pcf) .136.8 Yes n Air Temp.: F Elev. ft. Nuclear Densometer • I v{,. _A \NN INV DEPT. ..98 WEC Project No.: Report No. : Inspector: Date: Proj. Name: Site Address: Permit No.: ..6498 M/C ( %) Comp. ( %) Type: S /N: Celib.: 6erri lee bbf•ained Soil Type iY: >.:: >I,;: ii }: } Y: Y::•:. i::ii:is + ::::...... "�:;ii::.: is :.. /::: •:iii. :4.:.• %i fi!:J;i %::�i �i ? ?: r: ff:.v, {ri,•:.% \;. rp{ Yr/ F.:•:::::: i::: :: }f..:::: :::::::::::. { ;:: : :.; { rF•Yi:Vi � :{ .i r r: ri ir:{• { f�i:%i.: � {::::.}. {; .. 139 0 9102 -041 0299 Ref. Modified Proctor Report No.: Maximum Dry Density: ..102.9 pcf Optimum Moisture: ..16.7 Required Compaction: % Jeff Rabe 4/19/91 Cone Penetrometer Boeing Cafeteria Cafeteria 9 -12 building/ Waterfront Park Requiremei; to o rm a nce : o nee rrt.` Type: S /N: Calib.: Depth Duct Bank Duct Bank Duct Bank Duct Bank Elev. Surface -4 -3 -2 -1 ..92.8 ..95.3 ..101.1 ..97.2 ctivit ..19.8 ..18.9 ..17.8 ..17.6 SIM 1111111111111 I ..... ..................:............ -O- 999 0 Corn sell n :'rep t : :.... •.:...::.: :.:.:.:::::.::. {: ;:::: •...: Crushed Rock All items inspected are Conforming Non - Conforming to approved plans and specifications. Accept/ Depth Reject All reports are considered con identiel and are the property Inspector: Jeff Rabe of the Client and Wedge Engineering. Reproduction in whole // or in pert without the written pernri»»ion of WEC is forbidden. Menngor: C . W+ : +veY ENGINEERING 2047,?o £4 Av". s, x"ot, WA eaoxz p''�- r^v Q0*13 1294':4 Client: BEC&E Report No : 024q g _— Project Location: P.O. Box 3707 MS/4H-07 WEC Project No.: 9102-041 Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: 6498 Date: 4/18/91 Proj. Name: Cafeteria 9-12 building/Waterfront Park litil:Ciiiitiol:ArieffeiuWefiiii.lifid Met with Bob Spruiel & Karl Olsen to discuss compaction testing in fill above duct bank. Thru planting zone at Linoor Park crosslnq. Writer had previously noted specification in waterfront Park document spec no. o0oo4u see 2o00 paragraph 3.11:g specifying os% minimum compaction for uankUU above pipe zone |n planting areas. Karl pointed out that in section 1e1os paragraph u.o7'F calling for es% minimum compaction. Also notod wore epocifioationa for utility trench backfill rocommendad in Dames & Moora report pago 4 paragraph 5.4. At time trench was backfilled w|wntrinu|, contractors originally attempted to backfill with soil excavated from trench. This Thissoilwas unsultablu due to the mixod nature of fill & hit h ^|aotiv fine content cousin! oono|wvit to moisture. This soil was ^um^|nt & unsuitable and was removed & re. aced. The writer recommended the contractors usa o olean .ranulor fill such as the black sand lo o, encountered ox the Cafeteria nuxa|n,. Several select truckloads of this sand were used to backfill the trench. Care was taken to use onl sand not contaminated by underlying clayey silt layer. The sand was compacted in Iifts. Field densitys were token at approprioto intervals & recorded. Final conformance was subject to completion of proctor valuas, howevor writer had hlgh degree /�: of confidence that 86% oompaction was being achieved. PreIiminar' results indicate 90% tweo%compaction. Karl was going to check to see which specs were mbvused where & asked writer to take sample for gradution & submit with final oompaotlon test results. __ All items inspected ^m CDC Representative: Jeff Rabe � Conforming � , noow �� Non-Conforming Manager: C. vv }m to approved plons and specifications. All reports are considered confidential and are the property "/the Client and Wedge Engineering o~,°",=. ENGINEERING 2047,?o £4 Av". s, x"ot, WA eaoxz p''�- r^v Q0*13 1294':4 W ... %i.'i( tGf {4i/:4 ?G!�i:•�:{in �f��Y +i} %:� .� .. Client: r Address Attn: Materials lnspeoted: Concrete Resteel Masonry Grout Other Approved Plans on Site?: Yes © No Specific Location: Grid: See below Req. Str. Quan. PI.: Sample Size: 8 " X 12 " No. of Samples Cast: 4 �......::::: •.::.,.< ::..::.:::::::...:...:: remarks >:.:::: Column footings: 1 line at lines A, B, C, D, E, F, G, H, and 2 line at lines B, C, 0, E, F, G. Perimeter footings 8'8" East of 1 line from lines A to H. Perimeter footing form A.8 to G.2 line from 1.2 line to 1.4 lino approximately. Faxed copy of mix design on site with preliminary approval. Conformace sub eat to fianl a royal in writing. Weather: Overcast, Cool CyI. No. B 1 Bldg. Off. 1 Owner 1 Arch. BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Karl Olson Date Tested 4/24/91 5/15/91 5/15/91 1 Engineer 1 Contractor 1 Other 3000 psi at 40.5 CY Age Days 7 28 28 Hold Areas Inspected: Footings Slab on Grade Slab on Deck Columns Beams Walls Auger Cast Piles Other Elev.: Ell Eal 28 days. Cylinders Cubes Air Temp. 42 c orn Total Load (lbs.) 128000 ft. Permit No.: r fi 'r'eeoi3tr<' ire'' f; n Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Spec.: Grado Used: 4530 to a Compressive Strength (psi) All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or in put without the written permission of WCC is forbidden. ENGINEERING 20420 84th Avn. K. V:, ; :03 ,141 023o 9102 -041 Jeff Rabe 4/17/91 Boeing Caffotoria 6498 3" 58 F 5 1/2 sack 7/8 " 517 1440 1950 60 60 All Items inspected ere Conforming Non-Conforming roved .Ions and s ecifications. Shear Inspector: Manager ,r �ir:4 }:r'�:':af�•r.4y <R��,•:'15�. ?: } .G�':� +r,.;:; �S,ff: East Marginal Way West of 9 -08 bldg. Percent Air: Supplier: Stoneway Mix Design No.: 5500 City Approved Mix?: Y Water Admixtures Other Spacing ED Sizee Used: 4,5,8 Manufacturer: ne a1 Comments 250 max Jell Rabe 1✓ C. Weever W E D Client: Address P.O. Box 3707 MS /4H -07 Attn: < YYsather •• ' Weather: Showers Air Temp.: 50 F Areas Inspected: Continuous Footings Spread Footings Slab on Grade Approved Plans on Site?: Specific Location: Grid Line Describe: See below Sample Number BEC &E Seattle, WA 98124 Karl Olsen )iJ `•i ..t ' 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other Yes Elev. • Auger Cost Piles Driven Piles Other No ED ft. � f i Ft .::a.. r .,:•4,✓ f! ••u:. , Y J9 f .. /� � � �.,..i...,; /.vh s. � i:.. n:::. ....:. YFG / ;';'rn'r:• {.i., .. y < . } +; %•.bn� r�R/�i.'. ,cFY/ri.:; l •:r. WEC Project No.: 9102 -041 Report No.: 0098 Inspector: Date: 4/9/91 Proj. Name: Boeing Cafeteria Site Address: Permit No.: Typo: S /N: Calib.: Jeff Rabe ..6498 Ref. Modified Proctor Report No.: Maximum Dry Density: Optimum Moisture: Required Compaction: All reports are considered con idontiel and are the property of the Client and Wedge Engineering. Reproduction in whole or in part without the written permission of WEC is forbidden. Cafeteria 9 -12 building/ Waterfront Park Location ,t.., ,fi:s•r.� 4s..• ": ? +/. %•: ii}i` r = l�:!'i'�:'i';'ii: ?'ltiii!: ii Y�'::ii:i } }:j:i t. - Soil T Tests Re . uired : ti::.: : ::.•? Y.!s: .v; { { } i.t }'r: :ft•i: {ir. ':;: % > %S <::5:� }!'f.;Y %. P:i :/. >Y ?; .Y 44•; <''t;R.; }}; ?qY% :4.43. :: } .. r =..c r ... }. � }:::.:: •: i.:';Yi:•. /.:xr, }xr:.fi:.. }.. �...:}fl..f /.•.... rr: {'n<:d.: .:.4 :r/Yr + S • : ":GvC? >:4�4:: tv:....:.:::4:. .. .. . ... r. ..�.. 4.:T......b..,•:: r•:::..: a::<' �:• r.::: %:� fr:;e•i }:• }•• }:.::.: :.i:; {•: •: {. a:: ........:: ': %:::: iY•: i:? is ii:•: • b :.......: `�?it % ?`ss•,•.•:�: a.•:.•).�Xia <'��% �.. k#' iY4:"•:? isf: sbni..,}? Sr$ 2:, f;::•': ss` a:: a! r.':i:::S:Yi ................... De th • Type: S /N: Calib.: 126 9.9 95 All items inspected are Conforming Non - Conforming to approved plans and specifications. Nuclear Densome or Location Grid I Grid Elev. Density (pcf) M/C ( %) Comp. ( %) N. interior col. -2' ..119.8 ..7.7 ..95 2 inter. col. from N. -2' ..126.0 3 inter. col. from N -2' ..121.8 4 inter. col. from N. -1' ..126.2 3 inter. col. from N. -1' ..123.8 5 inter. col. from N. -2' ..120.3 N. footing20'Wof NE -3' ..123.4 N.footing 20'E of NW -3' ..120.6 .:6.5 ..8.8 ..8.5 ..8.1 ..9.3 ..6.1 ..6.8 flip _QtIQI?fti')( ..100 ..96 ..100 ..98 ..95 ..98 ..95 Cone Penetrometer Dial Reading Bearing (psf) Depth ..100 N. footing 20'W of NE ri:3;, - .127.3 ..5.6 pcf Accept/ Reject Migni Inspector: Manager: Joff Rabe J i C. Woavoi' ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (2061 872 9451 FAX (206) 872 9454 il• ':.�.�:.:.}' ::r•i {:::4 };: ..}'.} Y::•'fr}:'.y,:.+::':':. .. .. .......::. gym. f•:.. r:,'•' :: �. ': _.. :..:.,:x> ::•:, }cf:t oaf :: r y : : •,: .::•..f }::: ::.: {.Yy.. :••. ..?::... .tri:••:. �•:::: :. .• .:. };> ::i 2; <r >;;}.; . ; ; ..;. {... . 1:•if; }{.f lk r r r F'}<::S > { }? N { {yiY r r'r # y r { L yfj!.:; j r' }}''::5�' /i'ir {.: c'. ?�i' v}.f :?!£t `}, "Y�F . .c{i';i�: {i;'.:� }ik.jii i: � ?•.::�M�i�ll�:! %2VM :�:•' :;{::i<if .l.::. {f.�f,.. ..�.fly:..l �y,•r /� �..: i<�� i .::..r •..... f:•. a: q! t::•:::: {.....:>.;::::::.. �::: ':::::: r• :::r.. �: :...r.:;, Client: BEC &E .. .... ii +f!v it }' f�} }r ?•': :' :;rf;fii f'�' :':•x. rn{.. .. : �• /n. ,., • ,c : %K: Y 'd.;. , f rry y : ,Y „t•Y F ,;';Y .f :.{, t, rf: + y f . 'S � +AA+�} � Sn C! fi /.�r } %• E� r � • { '}v 4 yy< �'•, y r . ��f7 i' v rr4C . i /.+Sv i•''. J: ^. ^..:.!:.:...n4 }r. �: Yr�:f /,fn .v:::..{• • / . rf �' }: 'Y' '• { F �f.� :,v,,; ... �'S !/ f}!ff v: { f ! Q � < .:fi.f:t{.. }f Report No. : 019q r Project Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: 6498 Date: 4/15/91 Proj. Name: a eterfe - ul mg ator rou ar u on •} na ,., .. .. >.C7 ali ::C trof:i .. batlottrt• }:'bnd:. filet► Wto> �;•�: }:�!<;: {.i }.;;:: }•.... ,.. Tho purpose of site visit was twofold. Concrete had been scheduled for tomorrow & writer was on site to inspect rosteel prior to tomorrows placement and to verify that new concrete mix design submittal was approved prior to concrete placement. The new mix desi• n submittal had not been a.. roved et and the concrete .lacement had been . ost. oned until 4/18/91. The reateel was not read to check at time of site visit. Contractors will call to set u • exact time. {.}..}}}.. •: yr , 4 .y •r r. � }:::: �:: }:{ ii}> +:.: : ii: <:;� `�� >f<3: : if i :: }...y ..s}}. f.irr r.. r. r..... •:: }::: ::: {....:.f {<•}. •: rr ••J { { { \:Yw•:•Y.. .. £:::� }•:�f: %....,. .,: / {...., is... r..£. l.. . f.: {• }.. .{: c.: .: .............,..n,...k.,n43}... �..} i.: f:.. r...: 4.,. .,.::::.,:... }..............,. e t �� {:< a u tr::.J.�::......Fn...�..:.•.r: ...,......::::... ...............::... ...n........................... �,....t�ti !I. Yr';..untKOl:�q!rt�!g..�:R �. �+F.::: ?:.:�: •.;. >::.:� r4:•:.: ......., .............:...:.r.... ... None • ...V.r•r.::r.::l...v..;. rf•.v vl.•: v..y.•n ...: :..}n. ,:tiR�: �r::.::: •i::! ?:4; ? :. ....... ............n.... .' :w: :v, :. �•.f`{•: i.r:Y. {:; f. }+;,:: n� ;; :. ;; ' :F; ? . i ':: : ♦ n.: Y {+,:' }.ey:. v ... •• } v :.r.v,.•:;; :: ,.. .,••: •} .!! {.; } ': ::it ?. }:; ^:� �i: :.: ..: ':. �: .. � • }r:::: ? : } • {{ ••; •.r: : v, ::':::;:::::.}:. }••. :: +• :r' •. wl ir '� {• }i} }•:�.:.; Y.• } };: . i :..n .:...... ...... r•{ .... . ............... r ... ..... r......, .. ...r.. ...................... } }:t• {: ^: }:...:...... :. } <..,.nr.•; : < }: .. }}:a.:.y r.. {.. :.< .}.:::,t. } } } } }.:n:::.yo;::; •r:: }:::: }x`,;' r. ..: : {: rr: i. r:..n ...: \.: f. r..... ..... .{rl.. Y :l, v} n......... .{..... :...:.. /. .....n.. n .... ..........nl.:....n............ n..: ...r .f. } : }•ii?.:: :..r : :r: }T...... Writer was concerned that una.. roved mix desk n mi f ht show u. on site & have to be re'ected. Writer also e.ent additional time at security main gate trying to get foremans passes for Wedge Inspectors. All Items inspected are CQC Representative: Jeff Rabe Conforming gm Non-Conforming se Manager: C. Weaver to approved plans and specifications, All reports ue conadeted confidential end ere the property of the Client end Wedge Engineering Corporation. flew oJuct.on nt whole or in put without the wntten penni.auah of WEC is forbidden. ENC;INrriruNG 2'14', i?'Sth nV• „ni 4:r ',S',. ENGINEERING 20420 84111 Ave, s, x"w WA 98032 Client: BEC&E Report No : • Project Location: P.O. Box 3707 MS/4H-07 _---__— -- VVEC Project mo.: 9102-041 Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: n«eo Dut6: 4/9/91 Proj. Name: Carotene m'luuuimmnxwam,/,vntPark Obaervod exoavation of footlnqs at rema 01 North East placed in these footlngs by end of the day. The NW corner le pumping moderately to umvvrly, which le probably due to dlsruption of eubqrade by broken water main yesterday. The rest of the excavation Is firm and stable at th|o time. Interior column footings were excavated & backfilled & compacted & were then covered with pit run intended for slab nubpmdm. Contractors said the would reexcavate those ,voun.om m,vwn^mvm after slab fill was '|muod. ____ . -----' • Portions of North footin. & entire East & snuthfmotin,n were ^mvnu & vvm'wvted .uickl to •mtev from m'^mmvhinf afternoon storm. These areas to bo recompactod & testod tomorrow morning. If unstable conditions continue in NW corner grading contractor said he would take corrective actions. Conformance subject to adoquate compactlon in alt areas as noted above. All items inspected ate cuoRvp,ov^nmovo: Jeff Rabe Conforming NE mvn'ovnru,oxno Manager: C. Weaver to approvod plans and op9uinv"tivno. ENGINEERING 20420 84111 Ave, s, x"w WA 98032 A00 Mr :06 'Mg Client: BEC&E Report No. : 009q " Project Location: P.O. Box 3707 MS/4H-07 wEo Project Np.: 9102-041 Seattle, WA 98124 Inspector: Jeff Rabe po,n" Nn.' e^eo .... it + Date: */9/91 Proj. Name: Cafeteria y'Yu building/Waterfront Park Obaervod exoavatton of footinga et remainder of North East & Weat sides. Approximately 1' 01 pit run was laced in these footings by end of the day. The NW corner is pumping moderately to Beverly, which is probably due to dlsruption of subgrade by broken water main yestorday. The roat of the axcavation is flrm and stable at this time. Interior column footings were excavated & uuokfiUnd & compacted & were thvncovered with pit run intended for slab "subgrede.. Contractors said they would reexcavate these footings & recompact after slab fill was placed. LOCATION ELEVATION DRY DENSITY % MOISTURE & COMPACTION North Interior column '2' 119.8 7,7 95 100 3rd |.C. from North 'u' .. 121.6 8.8 96 4th I.C. from North -1' 126.2 8.5 100 3rd I.C. from North -1' 123.e 8.1 98 5th I.C. from North -2' 120.3 9.3 96 North footing mo'VVcfNE corner 'n' 123.4 6.1 98 North footing 20' E of NW corner -3' 120 6.8 95 North footing 2o'VVofNE corner '2' 127.3 5.6 100 Portions nf North footing & entire East & South footings were placed &vomnuvmu quickly u` protect from approaching afternoon storm. Theoe areas to be ,ovv"nnwvmd & tested tomorrow morning. 11 unstablo condltlons continue In NW corner grading contractor said he would take vv,motivouvtivoo. Conformance sub vvtm ado ^umovum action In alt areas as noted abovo. All items inspected are uuononrvavmutivv' Jeff Rabe ovn,v,nxno Non-Conforming EN Manager: C. vvvu"v, V~- t^ approved plans and specifications. All reports are considered confidential end are the property ./ the Client and Wedge Engineering o"'=."*"". HOW uditoon in whole or in part walla., the written permission of MC is forbidden. ENGINEERING x,^`. v032 . � �m r^» p,`»/r Lr/ i WAN. Client: BEC &E j - • • • t _ I.. 030q Project Location: P.O. Box 3707 MS /4H -0 /111 II t Proj ct No.: 9102-041 Seattle, WA 98124 I : Jeff Rabe Permit No.: :' 6498. • f 1 .t Vf- • Glatelt.,,t.1i 4/29/91 — - ... 1 ertij7 ame: Cafeteria 9 -12 building/Waterfront Pork ,. . ;: •::: :.: .•: i . <.. •.:.: Quality; Control ittdp'e'o4tufta:.: an utts ;: . Reviewed specifications concerning air entrainment admixture Stoneway mix design #5500 has been approved for use by contractors. Stonawey mix design #5501 is the same as #5500 except 0.75 oz. of air entrainment admixture has been added par cubic y rd. This is in conformance with approved s acs. where concrete is sub acted to freezin. conditions. It is the opinion of the writer that and additional mix design review & approval is not necessary since Stoneway is only using a different product code, for the same mix design, to illustrate the AEA has been added to the mix. :.:.:>:<.;... y.;;::««.>:.::.:>::;.>;:::..<:«.10,....0,:.:...>.:::•.::>..: ,.:*:.::.:..t7tiafit <::Corttrol ..'Mestfn..and.. f;esuttfrs. . NA ::1:1::::: : : i ii i i J' :. :.. ... >;:'Re'iit rlt'':;;: ::.:; ;�,: >::;'s>sfi:: iii<:> s: :::»>:::> s::>:»: ;a:<::: :: >: >;::<::: < .: Also stopped at site & delivered copies of all field reports since some were found to be missing from job shack file. Contractor supt. said he would get letter from Stoneway showing both mix designs. The same except for air entrainment admixture. All items inopeoted aro CQC Representative: Joff Raba 1 , Conforming NI Non - Conforming 0 Manager: C. Weaver 1•F 4 '' to approved plans and specifications. All reports are considered confidential uw are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or as pan w.pwut It.e written permission of WEC is forbidden. ENGINEERING Client: BEC &E Address P.O. Box 3707 MS /4H -07 Seattle, WA 98124 Attn: Karl Olson Inepeotidnbarterformed Materials Inspected: Concrete Rosteel Masonry Grout Other Approved Plans Yes Specific Location: Grid: on Site?: No <96pttctrrtahe.::Cao Req. Str. Quan. PI.: Sample Size: 6 "X 12" No. of Samples Cast: _ '•4!!:i � �iit Vii:; ./. •: .......... ...'.:•.Ramey .. Sampled at 27 yards Ticket # 308329 Weather: Cyl. No. Cloudy Date Tested 29A 5/3/91 29B 5/24/91 29C 5/24/91 3000 psi at 48 CY 4 Areas Inspected: Footings Slab on Grade Slab on Dock Columns Beams Walls Auger Cast Piles Other Elev.: X 28 days. Cylinders Cubes Mis 5500 has been fully approved mix 5501 le identical to 5500 exce•t .75 oz. air antra•ment admixture is added per yard. Ell twa as Ell ft. UALITY .ASSURANCE: REPORT. Placed at • erimeter & columns footin r s line 3 from E to F.2 approx. and between 3 + 1.8 between 6 + H. Stem wall line 1.2 between A.8 + G.2 (approx.). Air Temp. 61 1 Bldp.011. 1 Engineer 1 Ovine/ 1 Contlac10 7 hr •••• i Mhly Age Days _ 7 28 28 29D Hold Total Load (lbs.) 124000 'eta •i:•x�+rr: ,' ;r';•;: : : :5 ';'' t _ <:••.•v:• :•::;;i:;:..;.;: ::�;f {: % "' 6':•i:c5:: <•:`•:'': c'< +•Y,i;S•+':i7:'.5i`:: :•o'r::+' f�a'•:IN �•r ,: �:••,.!�:•: �r• •••:;;asx#<:�;:�.•.. � ;!:..;..... < � ,a: x.>�Ft'• %:;;;s�4c t�Fi..•.xc.r'.r,..�, ,l� • � . ,< ...•. s::••.:.>:• iS.::;;.r..:..:..; �::; i, : :.a:v::: <!. ^::;:s::.tirobt�'., S�.h. �•r`J.ob: %:'.$r:�...:: : .:Y.:,r: is r:Yrr::F.:r 1M •w . 1 M M t!mi : !MR �/ i::vii. f•.:ii: 4::::2'Lq:;? ;if�j lie Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weighte: Cement Sand Gravel Cover Grade Spec.: Grade Ueed: tree P. Compressive Strength (psi) 4390 All reports we cornldered confidential and ate the property of the Client and Wedge Engineering ,uqt I1 i, i'. ction in whale 01 In part without thr written pens :ae•ent 01 WEC 1a la bidden. Et 029c 9102 -04i Jeff Rabe 4/26/91 Booing Caffotoria East Marginal Way Wost of 9.08 bldg. 8498: 3 62 5 1/2 sack 7/8 517 1280 1950 60 60 F ontcrlr�ar'ae` ?a #> All Items inspected are Conforming Non - Conforming to a.. roved .lens and s• ecifications. Shear ; ; 1114 •::.:.::<...::.::......,. >.:.: 11.11, Percent Air: Supplier: Stoneway Mix Design No.: 550 I City Approved Mix?: Water 240 max. Admixtures AEA .75 oz Other Spacing Sizes Used: Manufacturer: na X Comments Inspector: Jeff Kane f+IF•1Cger: C. Viicov' t- 4,5,6 ..,:_ '.::':•." .. ...•Yi �. > / Y,_, r f f�... .L ..'} QUAUTY REPORT ...:�: ;.•;.:. j Client: BEC &E Report No. : 027c Address P.O. Box 3707 MS /4H -07 WEC Project No.: 9102.04i Seattle, WA 98124 Inspector: Jeff Rabe Attn' Karl Olson Date: 4/22/91 Proj, Name: Boeing Cofietnrta . . ; ;' Petformed : ... . Site Address: East Marginal Way West of 9.08 bldg. Materials Inspected: Areas Inspected: Permit No.: 6498 Concrete Res Le 91 Masonry Grout w � X Footings S ab on Grade Slab f Slab on Deck Columns X in EV Eg s• X ? ?;...... r.•Y.. ': .: �' �Y: �:,...,. .......:..:..,.... an arritr..•.....�.... ;:•r;;; {;:ffi:':;: ::' . w Slump (inches): 3 1/2 " Percent Mr: na % _■ Other Beams Conorete Temp.: 60 F Supplier: Stonewoy Walls Approved Plans on Site ?: Auger Cast Piles _ Cement Content: 5 1/2 sack Mix Design No.: 5500 Mex. Size Agg.: 7/8 " City Approved Mix ?: Yee X No 4 > ?` Other Batch Weights: Cement 517 Water 250 max Specific Location: Elev.: na ft. Sand 1440 Admixtures ..0 Grid: Footings South & East Bide Gravel 1950 Other ._ See below .. S ... ^.. "::%;'. cr.. {S f..}.�A�rl {Ot� ? % # {; }: ?`:: ::. {.: %u: ' l i %n ::l `Y,{`: r:tv'.} t!:f4i ...................: is •.... ..,.:._ ... .. . .... ... .... _- - ... ... .... .. : . .. ..... ...... .... +• }: ?{ d> .� :.v:::� {•...,�.. .Y:;; { , .. } .. ?{ y, ,.; ., ,:. , • >w ;, ? ?•Y }>•r + /,: : �.,�. ... �:.� Ja . :: <f { }•J.{:{t {t.>Y.: «. <�.> c ? <`} � { .Y � i ,>. ; .:. ��• 4 £sy f ir }::, ;Y }:,;.::1€:tyyy�:^{ /:::!....,Y:!..:,:: • . .: •,r: fll�itt5)tnlYtAtfiitsf<•.. : i• <� :::..::: .. Jr. Cover X Spading E X 1 Req. Str. 3000 psi at 28 days. Grade Spec.: 60 Sizes Used: 4,5,6,8 Quan. PI.: 37 CY Credo Used: 60 Manufacturer: na _ Sample Size: 8 e 12 " X X Cylinders Cubes 'sr i fi }e::; : iq a.:i:<:yi :I ' :C .,,, : >j { ,., r . .. :f::+i?::. #.: ; r /. rY.:' {:.., t ..'.cr o . { }?{... f „ /6t} ,... r, f i5' S:' j.;; v':: � : ^:i;;�;`::;.;:;::ii;ii'; ....•.•. /....:.::.:..:.:. y:E! },.:,$ >. t::}rx.r Y>t. <.fiAottl�::.::: t ..l. i t•.: i.., };:.Y:.� •.,.. },...,.::: {: %.::.. : {:. No. of Samples Cest: 4 .!i f"'4 £ ,. � `�.t..�� v6 SY}:' :ff ? c•r %:• >f :.. r ... r. : 1i•: : { J: }Yr1 +t' ,:•sf } f.,, /: : +• >{ r /.. v { {�:,: : }. �:vf� +. �? }�•t { {t %+ . .. r x Fr ,' �` . •.o: >b?vGi':f }: i :: •Y,:S {;, sii ;:tills( ?:�:;.> ' {...; 5 {hy %•'i • t'i£ - 'i : } k {..F ?{f• rf }J { . ,+ { ; ; v `. {s i{ 5:; ,<f >:ftz }M i'•o ..:y Y+ o• .. ;;tt �K :•{ •:fi,:: rJ ' , ,F•,V i!i$Y .',,, � .� i`''''' {t } ;'i$: i•:: f::ii:C %:::::::$i$ii!::iii: }ifs$$ %.. �a �!,,4f.•s ,} {{ f sRSa :: ? ::: r > :: a �i: {Y:�<i: }:.;...::{:; ♦!;Y '•,'Y•ii ,, Y ;• r } •. {.; � :�f� 4?pY {rS'S -.r •: yys�� 1.`: }ycC,.t•.ibr;x•. }• };$�•.}! }:,;: ::�;' %�: ?: %:5;# M il i , r . :!I1a . .a {. rY;, t:•t: `• } }�;:: ? }•:> .. r: }. :: ` j "l: ; t {: { .. w� ''?' } S•'i` ,..r „. :L+.:: • ; T;:i } } >: is iii{ :. �, � ,.w„•,w .,M!N.NA! N..i;:•:. :':.: i iY:: R . i •.v ? { r i:C ,:,.a+::< +'%.,05. .. f jj , +.W F.. •}}� } ? : { i:: };tii :i:t C!'�i:! .,{:�r . fi.. rr�� V ?.6 yyY. . �,/ ' fr 4'/ ... :... { .. n : : '' • .::., . , J ! � : >tf•} {,,::::: {. }:. t :::, } 6 1Yi ; � ll � i. /.: . ¢� ' t 4. J rin$ Y `• ''s .' +�• " titi iG:i : ' : y : . : i::i:ii';'} 5. :; ; { nx. } ; f ' {5+ G f J� ; . ,,,,. Y r F ,, r - :;.4. •a:ifSit<f ; :} {:x.: % { > >r. ?¢} r .;..Y ?; r , ; c { t {•Yh {•{ i• ?t:i %s;i,. <..;:i }: ;;Yi;. ... vnv�:. �r: �::: :.v.: .. .:: ... �, .... ; ..: •: ..� :: : :::�: vv. :• ::::..!•:: •:... ::Yr ::. :r.: {..; }..;,. n. ,;.; . {. .!, %: ?� {.,. :•: ::...,.: +oi•r v: .c {. y ,. . y . .:::}:.: ,. :.. ... n /.. .Vr x : C , 1'!t:'./ . Y/ ., .. v•n : Y.... itr: : t.•:r r: +l: /. .: rf •. {if %.. ..y .. Ri': .r+Cr :Y ^.Y:{�i ::Y. +�i fj +:Y.$C•/.t :r {t� :::: : {<::J, } };:�...,...;.r {:•.� +... �r:.r...:Yn:, t '. I C. ;�+:i.:.........J.Y.. . :..., >:.,! {{.,: Perimeter &oolumn footin s between A & B from 1.4 lino (e prox.) to 3 line. �-..,p :<ivq Sr 3� /.Ti}L n.L<• r: % 'l.'+ .:y: ��•':} ..::�... ' }i :i: �5 ;' t : y,;Yr . ? • :. ? }•,.. .: +{. %.::: •::::;:. Y :; r f : {•. }/ • jj y + %t; {•..{.4 «44 .: > : F1 {k�ipfl >� • �S'Sr. } ■ . ' bttBis� #. »:':: . Y !v {}': , ii., � ,.. /:': {�•: : f:::.... ; ' • K# } + Cv G f + {C IMMHGWM�WW�N�i�NMi(: .. ?rr Ji �`. it':ti %Y{J. ,r r4} :r,:bf ,<ti Lj;Y }}i: }t; { ;i'i {:;:. {•} :3,,: < ?:•f:- r::f;: { >}; � fi��r . ue :ii ?{ .:i•i r,?:Y:::Y: `:. ;t{:i:f <•:::if Perimeter &oolumn footings on 3 line from A.5 if'•. YYr:'T >' {t'• : +`: .Yi %•:: •p.. . i ! {.,{. {••; F,. >r'•`. :,e ali >Y -•f:. r >:. { ;; ^s. (approx) to E line. y :a >$. } %,' {<,:, ;; r: + >:.:.:$$er:: ? > . :. {: % }vw�•t s}> srsts$$ i•;: a:{; t : {ss %<r;. >:s:i; { >: % ?:: >f:i > : ' IiIr # r r�? e.44,.� i°^ ARM # p ,�`:.;{ .......:st.} {• }::,>.: } >::;': }; % %, {,;Y:<•:; >• } Ent well •erimeter leaflet from 8.8 to C.5 (approx) PP o-n :: rr....�....,.. v.: 4. J... ': } }:N' m• >7P. { {:r ,:4i {.: }S:t.f:•,'•i::i: %;1: %. k'�'S::t };tii �tii$ >i:• %:•.:}: t{> ? f•{. ft•:•} Y:.:: J? M;>::•: s> Y { .•: ?. r,�:•sYr•.,..,<•;r•:#:' ,.¢ r�:% ��; �.:. r•.:•..,< t<•; ;�:.YY:. {J.•:.;:::.;; {..:..;.:: •. %'• :tiet ;;, s os. r'•. �; is: f} Yi} > #:�� >i oolumn footing for entry at C• 3.3 (approx). 9 ( ) � ?.s�:{r:.: ?{:• }•,•.'�•:;}r .,, { �.. {)�3.�< 41�,�r��(�t{{j• J { {i :i }r ,Ji 1�:•itJ•/L #(C 1 YJ.. 'tf { jiAti h{ t.. } , t r'� +!: >: , • . > ; G pi:. { 'Y ' <' £ ;%t? ; .i $ �SS ,, £ �# - { 2 r�Y� ^ r Y •o.,� , ..; , : r �. t} q . ' }'i „>Y` ;} sE:,,.- s:+?%' �oY �:.%;• if>'Y•'$ i?: } ?4i >:� >':i# » #;�:`• %:» : a w . � �{} .�r;• r, r � irk 9 • S �• t,• �{ � ;:,h:•:r. % }•p: {i:;;. %r� };{o:�:r :Fn:i•: ; {t '':•fY:. + ::: { {.; ' S ' ' H/$ iFy {f% t vi.;. {, ! ({ � y� C .YY F . t { {•Y: {' {!t iii.{ t;.::r. + ;i<ri�<vP44R7i : Yl :•: : >F 7 r4i$% �q +4 {'l- S }W' %ii ii %ff:. ..>iot x ryt:.... /.:: :: Sam Sampled at 10 yards. Y ,�,r.,t { w ant, + �s :Ctrts+�) r� £ t r �{,' ; r „�. r¢� rs Y S r iS {3r ;< il' f' }ir, •.): ' ! .i }? ti 3i: { %:% , J ` Y <,.. #:,y. .t ;<:L; ;tfi;:;f$ � i i :F fir }Y!t{•Y }:::; >; , f •�ryTy ,:: +::t: .. / Ticket #307802 .:. • KYr t•t r /' • � ' f.: %f ?� i; %• ?'fi � f < ?Jf > % •, .', , ?i#� ; < ; r { ,a,}s?; { {fi j.k? jJ +f r,.,,� Z•Y :: n Ic a %.:{•:{r. :.:• %% $i'/tt!tt >,•z<;v,.; }.Y::: ?;;.: ii iii s::: t > . , {!G /. ?r s {•'•}•::: f }.: }:f}it �::.Y; ryY r,. ;"i gtl fAriYt�t1C0 �:A�iW.r>:::..: s �.... .. :. .. • All items inspected aro Conforming X • subject to final approval of mix. Weather: Overcast Air Tamp. 52 Non - Conforming M to a• •roved lane ends ecificotions. ..t :. : : : ... : : ::: ....: fi .., n..,. ... . .. . ::: .... ......,, rr. R�::.rnnY: :r {$r }.. { ...:Y }: .C:::i:::; { .,: : ��4<.:.a:.. :..: 1h : : {fvYV C ..::.... , ig •, :: ::: •: h•: }:{:n•,{•::a..;• :; ?;.: • ..v :{ {•: :.. n /.v: . ,. .. ryv:+.. .. '': { ✓.•�'•:. vY!;;f:.:,.... +.; };Y; {.:•:O r <• +': •::' ... .. ....:r., n k..,. .F .......:::.:: •:...:n, {.;; . ,..> {,{.- .. {?{:Y ?•i•;:+:: $1 : ?': { : }; }}':r}'•:t•. , ':. n } {..bL(�•Y.•r S :J/.•,,. i/:. v. v:: i:::: S: np;•{• t}:.•:. ..•:•:: {v:::vYr::::i .::Y:.::. +:: :: Y'.Yt: •.}.Yi Y ..i : :.;. v: %4:yY;; 4. +Yn . ? :Sr{ : r y :. ;/...:.....;, .rl, .t : � t.t s:.. r3. n,: >.�rz,:< }.:.:.t,.Y.:.:.::::: ... Cyl, No. Date Tasted Age De s Total Load (lbs.) Compressive Strentth (•si) Comments 27A 4/29/91 7 100000 3540 Cone /Split 27B 5/20/91 28 27C 5/20/91 28 27D Hold ■ �v. i+: ,.. Y iii} ::C:l�K ";c :`:1 • ' ? `:;':',i "� �{ .....: ... •. �'.Ait:; }: }i:', :'. }� !+ ....:.. ::•::,... •�. : L :• .�....1 • . '• � :i;: : ,> ... :. .......:.. : IM/. ;; F ..,... r ... : S.. 4.�w.tA�,1 : 1 , �:.v :...: •Y;:.'•ti�:: { {:�::::i .1'K...:C'6. / ........ ...� { ?iii •:f,•:: :!.}.. .:...:: h:v 1 Bldg. Off. 1 EngI ear 1 Owner 1 Contractor 1 Arch, 1 Otter All molts ara considered confidential and we the property of the Client and Wedge Engineering. Reproduction In whole 04 In pat without trio written permission of WCC . lorbkdden. Inspector: Jell Raba //,{f,,— Manager: C, Weave(/ " ENGINEERING 20420 8461 Ave. S., Kant, WA 9802 i2Or) 8.2.9451 FAY. (2O3) 872 94 w E. D G E Client: Address Attn: BEC &E Karl Olson Materials Inspected: Concrete Resteol Masonry Grout Other Approved Plans on Site?: Yes © No Specific Location: Grid: See below Req. Str. Quan. PI.: Sample Size: 6 "X No. of Samples Ceat: P.O. Box 3707 MS /4H•07 Seattle, WA 98124 ...::: } {c vii; ; % } < <Y::iirrriJ4# •`. }t,c}y¢: {:; { /•: 1 { r e• eotioirit!:Perfr rmetl ;? <: ;:: < >: >: ;: ;;;;:: >:::> <::<:> 3000 psi at 19 CY 12 " 3 Areas inspected: Footings Slab on Grade Slab on Deck Columns Beams Walla Auger Cast Piles Other Elev.: ft. rieette 28 days. Cylinders Cubes is t Walls & stem walls at following locations: between 1 + 3 and A + B except at A.7 from 2 to 15'9" West of 2. Between 8+ H and I+ 3. Wall 8' South of A to approx. A.8 and G.2 to approx. 8' North of H on line 8 1/2" East of 1 line. Sampled at 9 yards. Ticket #309275 Mix 5501 is approved mix #5500 with Approved AEA. Weather: Fair :::,;.:: { • •:.:. �, f r ., � r'� { <� �ti�i; 3 ti`:'' } i;: �# > j• •!% F} :.:r { } ;.e� :' i;•;::.}.:.:: i:;}:: c. FS} o ? } : •'•i:i+8• %:: ?'�_: %r,t£i�ii: <f�.>;y1��,�'_� %.•r_., k•:;.. ):: ?f }�� {c?; { Cyl. No. 34A 34B 34C Date Tested 34D '¢r;• r:Y:�k�F: 1 Bldg. 011. 1 Owner 1 Arch 1 Engineer 1 Contractor 1 Other Age Days 7 28 28 Hold Air Temp. 64 Total Load (lbs.) Report No. : WEC Project No.: Inspector: Date: Proj. Name: Site Address: Permit No.: Slump (inches): Concrete Temp.: Cement Content: Max. Size Agg.: Batch Weights: Cement Sand Gravel Cover Grade Speo.: Grade Used: rfM Compressive Strength (psi) All reports are considered confidential and rue the property or the Client and Wedge Engineering. Reproduction in whole or in part without the written permimmn of WEC ie f orbidden. ENGINEERING n S., Ke W ! , 1 1 •i.l. t:'c E4 0340 9102 -041 Jeff Rabe 5/3/91 Boeing Caffotoria East Mar 6498 .. ..... i::i•:4:P } }.; ::.:�:.... ., % <% K.S; :., }..:.Y{ .i Y {::. }:Cry } }: �..;. ::.. };•::; .::::,� ::::._ :':�):t:: i��' +�: }:rr'i "• ?; <:': ., ?i }. j. %; }: } { Yi% ; • ): yt'•:%: i 't�R::�:'ts {i' +:;::'i'':''�t�i. �:�.;. .. � '.:.r }:. }. : »<, :.::::::::.::: F. i':^•}} ::: YY.:....:.�atiarate... ,..,......:,.,,. 3" 60 F 5 1/2 sack. 7/8 " 517 1950 1440 60, 60 inol We West of 9 -08 bld Percent Air: 4 % Supplier: Stoneway Mix Design No.: 5501 City Approved Mix?: Water Admixtures AEA .75 oz. /100 Other • }, .i %•i::}• } J ? rSY •.v:' ; i..y,: / ::i, Spacing Sizes Used: Manufacturer: agVait 4,8 ne •'�)�ii ",,?9• ii'.' {4i i i 2 "'�T4: %•]C yFs : %;!S { { >:•i:'•.�•: ??;.;y4 is is ? :i}Rriry .�}! r• }Fi. Y. >j: 'i• •:;r } }:. ., li . }; ? tl :. itFi:''::; } :!:;i: .. :: . � } ; : { � : r.:'•r.;r :: ;; ?:: ? < <'y''viiF < :. < % .`u' } •F.'::5"f: :.':: v7k ii�iC +�: }�s {:; •g i:'::ly: >.:::::u`;..:,. ;? }�f:y;a>ti }.••, }�,:. },t:Fr•�a$ }Y All items inspected are Conforming Non - Conforming to a • • roved • lens and s 'Jtir .c'. k. ,.... 4..h 1 `{ F. r {9 '.C• ecifioations. Comments Inspector: Jeff Rabe Manager: C. Weaver — • J f. •/ J / J.,C fff +jl "•f. >!.' +,* f ♦ : }Y•i f iYTi OS , i : ,}::); ;•r Y ;}. :f,:' ?£ :' }!r ;;)::?.:•L'•:: ?Y YJ •. {. O : ,: : f' ;:: r. , !l.:• .51.: :. +.2 . .f J, �. ,.. .nn,:.:.: : �.>l i} ,.. : r }} : a ti X).:�t ><GQNTRnI::;�i P IMc<:� >:!:, J < �':< >� .� • .; v { } /! � ¢ f4r' {:G ::.. nr::;ti•':} ^.. /,,.;lf:::!..... ...:a +Y� • •: : �r : • : � ..,: •..{ .. .... : . ..... rt.r'..f rr_ c_ t_ ?}��J�k�'%f�f'}w'!+�Rri➢FQ'� 5,�`: �,. Client: BEC &E Report No.: 011q } :• >}. i Projeotlooation: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 ' Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: - 6498 .. - Date: 4/10/91 Proj. Name: Cafeteria 9-12 building/Waterfront Park ::..;:,.:: f);W•:;.:*::J• sf.'. r,: cr:: x>}; fs::< c<:<^.{ f.!:;! .!•:..:•,,;,.::: }::•...;Quali ff<Cvlltrokans edtlwis end >'RogWtef: > Overexoevatlon & baokfill continued at •erimeter footin.a. The column footin.v et 1 line are bean. excavated at same time as the West. Continuous footing. Column footings are being excavated approx. 18" deeper. Size of excavation at depth approx. 7' x 10' or bigger. _ _ — Pum.in area noted at NW corner le now stable after 2 additional lifts wwere .laced. Additional over excavation In SE corner was re.ulred where silt sub.rade wee ve soft in vioinit of concrete storm drain . .e which was removed. Over excavated area was about 2' deeper and about 20' ion.. QC testin: and results see re.ort 10s. y y)• i.M. ... .Cri / y :. �i :..,)iyaC.(. �:• n1}..f. . ..� y�rfY/JA, ` : S v+ Q� f : • > 4)' ..} . rr . ✓�Ci JJ:�[gp;>yyyy��yy •;Xy.� .✓f •J i f; '. i i.: �� /' t 1 1 : n{ } } •• : {y':�+i` {� %' {'•fl µ . :+4'.. >.': •7.: 4`� . 'yaSxn�G' . "{WIOY �Y. W.t �� {� i.0 .- / .rJ.�:n'Y.? ' N "'.CP �.:tCi{/.W/ � : .. .. Y "� /.. {• f$}} JJww{{ � .:.: ?6i>f�' G,c„ S..:JJ1. ' .w:t1A.1.:1 ^' t.il :: ;,: !:: n .. rf. "f'J:•:! :!: }• p:4r:. .� i . ; ., .CV. {x:: :i :e n':l:M }':.•f•••r ! :f.: i6'nit i.v,: {9i Y :'i0• {Nr.Y)'{+•T ': {•:'!': :: ):lih••:gY"{i•T J):.:r:{!{•Xti 4 }':' :'{•')J:C: . :.)): : •'F.! : +f.. r.a .:.{. .. {C F f :: .t•h:t ::y*' y , • }• Al } %..T: �.... i �f�. . }. .T ?T::. <• .if };,r, /L :'$:., q� 3°S4• : ! :vf. 1 }... %•{ +i:f v, n\ 4>Tf +'hSi'A 'F }:J:•::'r,.` ?u: %;.: r.;f.,;+.}i:�fY }... ntj .n Ji.. f... � :.� .•J�i: %:4: ; b /,�•i.. f,.�.4•. ;fN.f }•L'r�;Jf4•r +l�� "FN. fT .JCJ,J�:$•♦ ♦ ... .n. +. I�yy �y. i .., :a':w4�,:r.:�.C}.�• ?:: .+: '�is�t {a.:f)y:.' {.b�..,.: fr:L?:3!:?.'S !+lfS "4TS C•:•..:,Ytn.. ��Y��flttt��:'4:: ::. :. :...::...n::.:.J.t } <.0 :: } } }:::••,.�..:.n. :.: }: }. }.. .::A. The gravelly sand pit run has varying amounts of gravel. Test results have been adjusted by appropriate ASSHO rock correction table to reflect rook content. — All Items inspected are CQC Representative: Jeff Rabe Conforming X Non - Conforming '' A:' Manager: C. Weaver to approved plans and specifications. — M reports am conk eyed confidential end ere the proporty et the Client .od Wedge Engineering Corporation. Reproduction In whole or M pert without the written permission of WEC le forbidden. ENGINEERIN0 20420 84th Ave, S„ Kent, WA 98032 1206) 872-9451 FAX (206) 872.9454 _-_'`~- '--_—_—_---_ Client: BEC&E Report No. : 007n Project Location: P.O. Box 3707 MS/4H-07 WEC Project No.: e102-041 Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: ��'��,/ ' Date: 4/5/91 Proj. Name: Cafeteria 9-12 building/Watarlront Park On site to verify soil conditions presented in Dames & Moore report dated 8/19/90. Backhoe excavated .it In vicinit of uwUuin, ,ovhn, west side & encountered u^^ Then /o|*dve|y soft mottled grey clayey silt. Soil report n,vnmmwndn that footing's hvvv^mxouvutedat least o' & backfill with compacted structural fill. A. 1 horizontal to 2 vertical lateral oxtonslon of fill was recommended. Contractors plan on lmportlng fill Monday 4/8/91. Several cone nwnt,vmootw,reading's were token In upper 3 1/2^ nv existing eon. bearing capacities were indicated |" the mn.om1soo nYatuo^mh. Contractors request Wedge Engineer personal be present Monday morning 7 AM to provide inspection & testi services. All items i,mpomudnm cQcHopmoomvuvo: Jeff Rabe oomomdnnIN wvrcumvmonn:3 Manager: o. Weaver �- to approved pkins and apecificitions. All moons °" considered confidential end *to the property * the Client and Wedge Enoinee,**Corporation. »""'od=="".°o".~".* pelt =.^w^ the written pe=_.="/wm/"forbidden. z ENGINEERING 20420 ^.:^ ^'" � x`..,, WA suuox . r. ri ' +YY�::: vvx r» •i r • '• f .I.. 9 M 5 . , :::•:::•.; i!":6:.,%'::; { iff. f i'{ »:» .: ' . T... f ? !ni }Y.f %:? +if: •n / f :.f. 4:f Si.•: ?:... f•: {::• ?:� tiYrr fi. • "� ?'i::44FY }Ti:,. / » r::. • %::�.rr fx!N!• L�? fy, ..} •. ��+'? ? +fj 3 %/if. / rM1. •V. R i•! '� /r+F'f)/ • ••f4:;S. �f F ,}? '.'.G .. • �* 4. ( 1/140 y . �f ,,.�1 f: <',frl .:.fS.f . Y Yf .k• , •':4S• Fv;:,4.. , /n.•}: :• .: • .•�.K7hi�.•�4A ;. V�Mfs �kM h,7F.i f f , y,� /. ?•'• { + + ^' +'$::1.�: f.....vr "JF'rl;!n /.. .. .•f ..i f9RSY.}I::T`li3{r�^.r •:�:Yr��.P.4:: �. }.:,.:.: %fi. n • r: rn.. .: n •.::Y.:.wfn r: rr �•��W /�hf. n /�r•'�.4TV!i �C�r�fr�:�rr��'�S'V`,n'�{ . . Client: BEC &E Report No.: 016q Project Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 / Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: 6498 ' Date: 4/12/91 Proj. Name: Cafeteria 9 -12 building/Waterfront Park ...:Y::::: '::'. rn.r.:... .::r...l. .. .n...:/ rn! r /. f..r. «. •'. rr ., ':::: ::::::. .. �,;..: r::::;; :,r:.Y:>Y :: }Y'aYY.:Y + >::tcY Y:::.;::: ?;{:. .:•r' 4'.f:.;::....,•:::..:::::.� ........ ::::.4•+.w'•r +r..::; .•r . ...:. : r .. .. ii ... .....: ::..... . . ; ..:.: :. }; i s ? " v :F : Y ;•,j:: f r Fi. /. :: }:. l.. r.�i . Y. { %Yr}X: l» }.f /.t.�. fr: sr:' ?:' ism:{? fFY� 'i'�':iii'i:�!.�'lrf { ?! ?Y: T� r r:. ::..:.•.,:.. :::: ,., .,C { ... : r:: F:. ;�•';; %s:ir.; {•: " r: <...; 4.f '•• + .... .:.. . f3UeiitV.�. rill( Ytl `t� %tiilitSpbtttftfillY ?:Atf�:: )t��tt •Y:!•X4i•:r _i? is ; F:? •'f :: {: r:•':'•i::.x r:f :..Y: «........ rf... r .. :..:..::.: /{:.i? Y. /...:n...... : ....:. n... r.....v...:. f.. . i 1.. r...:r. J ?vNnryi T. /? { : : . ; . �.'1..:.: { ?. ?Y:i::.� �:? i ?i'..� .v • :.... } i:t . + On aite to inspect column footings. Tested footings on 1 & 2 lines which were re- excavated to bearing elevation (column footings typically bear at deeper elevations than surrounding fill.) Column footings were then re- compacted with a vibratin : hoe rack footin a at 2 -8.2 was founded on black sand. Writer observed over excavation & oompaotion with structural fill. Contractors to begin placing resteal Monde 4/15/91. Concrete to be placed 4/16/91 at 12:00 noon. fF :lr: •!! F F: � : Y. ':! %Y/F rfi if: i`Fi2v'.iF v % % /.!: FFFFfF:ti•i: ^, ?ti;:i? C ..{.i% ...Y. rr 4 }i} 4:.. {.r •.:..... r :ir3::? f {<. :{ i.«:: •.,•: x:,.::::: 1•.'••,.' 4;{ Yf.:.: xn ,: / {:T }' {l., +i.i:•iF+FTrr�n {•.f :.: vn•f.• «irn•::f. rf.)S: 1' {.:. .� ' >i: u t v..Tn'•T :: t:in�':f .iw.f . n ?r:1 +;i s..,.... ... .. .................. ..............�F:....,,....,., QwaNfY > >:fwarttw ..'C f�tfng. ?enf#:;:::aer j �s ?;<:. ; . `.. .... Testing indications adequate oompaotion of 95% has been aohioved at areas noted on soils oompaotion reports attached (2 pages). ... .. ... .nn.. rr: r. ...:. fr. :r ...n.... .... ... 4 rr ..r. .... r. ... .:.n,. �•rr, v: 4.v. •...: : ::: .:. :•v........,...v::.... r?4i �Y::}.:• ? {•:•: i l: .Y:btiy .t:: T: •: ::{ ?: ?: ? ?i . .. ............ .. :. .... ....5.. 3 .. ........:... }.r..r.. ..:...::5......:r... +: ::. ... }: r..., ...Y :..... 4:: ••..... .. f• rf• ? {. .. . :. .. + %. ...F.' 2 ;•,'';�': •'i..Y:•T:• ?! ?? ,.F.,.:.,,...... . {•F., %:n�43.r.r,:F:.:J! .. ?. {.F }.,:.r.:... ..: .:.... r . ,.::f:. ..? r..::.,•::.: +:,,..t?tefnd • It.:.r, s.. ,i::F r; � ,.fF�.r. < : .n :{:?. r,• .F; ?; { { ? ?.;;: >:r;:;:Y<:;.< {i ......,?. ., if f:,:.. •: •:•:::::! ,44.?} ... .>...,?.s. }.4:. ..,.. r. f: f.: s ..: .... +...._.,. 3.:::x..sf >:{:.: r..y};. {•..•. ........... ..�; Met with Karl Olsen of BEC &E: reoleved new construction schedule. Contractors have submitted different mix design then specified on approved plans. This was in review for approval. Writer noted that mix design needed approval prior to 4/16/91 concrete placement. BEC &E rop. Karl Olsen stated that after conversation with City of Tukwila Building Officials that there was no need to rush fax soils reports prior to conorete placements. Just mail in at normal schedule. All items inspected are CQC Representative: Jeff Rabe Conforming X Non-Conforming Manager: C. Weaver to approved plans and specifications. All reports sre considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction in whole or in part without the written permission of WEC le forbidden. ENGINEERING 20420 84th Avo. S.. Kent, WA 98032 4206) 872 -9451 FAX (206) 872•9454 }.:,•;:. Y; ii:::;}}: i::!%. YS:, i}•.; i' 5i>:. ;:!: .Y:•:.:;iY >: }5'. };::;.:..:: :.:}.:: ; ; �::..:;,<::.;:,.: : :..�: 4:: :: fr; �.::: :.::v.w:; v.•:.v. ?i:!„ � }:fY': •:K;'. "�: ::!4:•YJ::•: :' ,.y }v: .......: .... ............... .... . r.r.a:, : �: ::•: !4 :: •^v: F.. :: {:•: • :: ::.!v,:,; :.r.!: -:!. •::. »,f::5 ::>..;:.; : ... ..: }r: � • ..... .... .. +c?i •Y : % '4r %' ;:S {: >;;i:>r5:- ;•1.;. > {:• ' ;r.; { :{' :!•Y .4? +i,t; .} .. �:Yl : M1 !:: r.::. •Y{ '� ' ': n• r'. . jl /. }Y:!:.}Q.•f,i itf: :l•: l y :.Y•.ry {•`i' / ,�::31 ri veil. •ffi �l�t Y�c � ` .• y� iy " d . r !IF•. j t}' Y fl. :Fff' ,?(;. .:r: v: % '� .,f S :r • ti:: n.•f, , >?Y• �f.r /r t. . � . y.; � /,.Y }., M,I.i7Fi�.iF5� .. 4. 4��:'; X•'' y �, V, �..QFa� ^4 r.. r 4 '•,v... 5� , .. ::}Si!4:.'1 N /,Y' :..,. ::n...�. n< .4: .4Fr:.4Y%..�A�f S.. r...i.n .. ..... r+,: r• �� -.. :• . }n:, „ >., 9k„� ::.:,..:, �`.....: �{•, :,. ,,,,fr. f:r.,n,. :.,.... .. .r::.. ::z./.{rr:.�C� ''!�..1f3,fk�� ko �f' ,. � ,�:' lN• Client: BEC &E Report No.: 017q 1 Project Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: 8498 f` }r Date: 4/12/91 Proj. Name: Cafeteria 9 -12 building/Waterfront Park !, ;, .r.<•n fns ,r r ..... ... r, .�.: ;.:. :..,,�.• %'• {.,:;:Y;:: , .: r i, .: f �rf.,.. .,, f.• :• f r. : f., : : f..: 4^..: f:• l .•. <G•:},X.+:.:r :f):.•:: {:.::: f.. �::r,::':: ::u <:. %. r....,,.f ,.<.,, n��.. . {.:....�..:..:..:......�.,.... ..........:.};luAli , >Cttnttwt:;::lfta :... :.: •. }:; : :, :..: . : { ; }Y; >•: :!. } {:4•.i•;} :.,,. emlatu�:: end<:::> aeewtd:><;«::.::: :::.;�:.<:,<.<5::. }.:55....... ! ..:.......:.... Initial review of •ro eat file: noted no location me. & •laced ma. in file. Noted name & address of etruotural steel fabricators not present. Steel shop Is waiting for shop drawing approval. To begin fab at 4/24/91 tenatively. Blue Chip is name of company. Address and phone to follow. Budget amount appears to be on track at this time. Y ry Y+T {� rr w ur r f., . r •5rr:: ,: Y ::•:tv!rr •4Y:a }•x! :.Y};x:•'! ^r:i r:>S• }:;•;Y:••: •r!;:a n, <!,:• 5•r.:a>•: • ::.} »,� •, YY.f� /^ r .�/ s C+4 3• • � / }• .i { r !• a4 Y.r : >•ii ?S'. ,•,}!. ..n: 4.4Y: .: e!YY• n r.:!'!}:r.S ,Y,:.:. . YS }�Y,Y }r� }3:4<. ,Y � i' .:41 �i,R ., /.frr i'•!.•{/f �. �:: ..5. {:.... J: }:45: !• }:•}r. ::SiY }:5:. .fif•:+ . � � . •.... ....'� alit>�..,Gar.►. • ..�', stfnq.. fa .. :. ... ., }..: >: {:!. }i.. • n..! •,...: �y.,. /,2?:Y.+.. •. :S'^ t �RY...:..?`>c!�: x:: .. r:��,,,' �.:, /..d'.T. tf '''• � • Yr:: .� � ..� d >':fien r. /.:.. '%:Y.':. 4 }S'i:'' r,i; <. {:•:;.., , r!5{! %:;F}:;.i ;.; Proctor on black Bend used in 999 electrical duct has not been run. Bean •rootor analysis in lab. ••}: Yin ::: Y :�::.:: {•,iY'•:•5:45: : i :ii :{:::::.::� :,, }f {q ..�:. i; : u : (iii::::::. }.. . : :' f. :{ '.: v:;��:::: :.: •ii' :i {:: :: •:••'�:: r+: :v;; ...::: rv::::n: . :. ... .r ..h.. ... •nv: :. v....:... . {!r•i: ...... :. n... } •:• Remarks::{:.... r:..!......• .: .., �.f.:.: ry: ,�,. v: >::i4 ^r }::{.. .:. , .., .......... ..::i . .,. } f ... ....:.,, :,.....: ,:,::<.. L• } :: � .. .. ... h : {:. } >: :: :.:.. All items inspected are CQC Representative: Jeff Rabe Conforming ffe Non - Conforming El Manager: C. Weaver J,yr _f�r1_ to approved plans and specifications. All reports are considered confidential and are the p oparty of the Client end Wedge Engineering Corporation. Reproduction In whole w in pert without the written parmiemon of WEC is forbidden. w E D G E ENGINEERING 20420 84th Avo. S., Kant, WA 98032 (208) 8729451 FAX (20(3) 872.9454 ........ . ............ :.,'y :n;.:.v::. •: •:; .., ... : ...: !i.,: :.: ;rx: +..,..r m;L.: s Y . t f • :Yf.!•Yii: �: Y ri'' rY : Yi:F:.i......... �p may+ / Y GS. f •' T iy f ••h'1F.,)i i;: %r � yLr :. i .:.`• tr }f. F•�s��' �'fi�4y t�7�' .Y? � � ± ��.i.`..�.n•n �� ..'+��` i •.f S::'•: +.: + .::. ♦rn•, /• � .. Y.i•ir S � N '%' . }: •. FY'y � ?irF,C +.:•f'7 �f r i� 1. ': i' .:• .vr.r:;.i: • v:r• i.v4'... "^•""y;::;':r.i. .: }i'•ir •:i'&:.4i�.. s .r'' f+ } J+ Y .: } : } S S. fI f+ Y%: C � . � ' ' f . Y . `b< • % rL� I� ••�,1.��..'.�_.: F . i �,' }i:,Fi„r�in,'�: � • .... ' h� � ;.� ! � ii:' f r .. ' >YY'. M f.i + r Y { 4. Client: • BEC &E Report No.: 007q ' • Project Location: P.O. Box 3707 MS /4H -07 WEC Project No.: 9102 -041 Seattle, WA 98124 Inspector: Jeff Rabe Permit No.: 849e Date: 4/6/91 Proj. Name: Cafeteria 9.12 building/Waterfront Park *Y YJv. }Y'. Y ' i•Yv : •:nY' :•i'f.:v'/ • ; v. ': v, . .... • N: •Y }: .. : + f.. Y.. ..: M ...F. :: :.r ., . :.:.; .., ..:.: f +.. �. :..:.,: ' : ::. �::::r i ..)..n r. +: 0:::: :i•: . h:.. :: is } "!ri•:':v,•Yr' ' >'Fi >. : +4•yh'r'+.• YYY 'rY"::C:;4 . • i : } •.YYfS•::: : 3 X • rr f,;,Yi? ✓ : i%...t.. !/. %. ^: /rY•'�` hinJ'• }:v::: rii `' �":•• } <•: i•:::: •.'i+SJ:•tf;:4.Y,!:;!iL:.'•:: ) { } }: .. Y :: }y :..v. <s.� <:<�:::fi +:.. r< ir4«: �f. r•:.,.. a��: f.<.:; teai��43�• �. .: «•:....�r.fj��..'..�..�lftelf > C�ntraf:.fnapectl6ntt::::: end :.: fibarttfr�>.:::,..: a«.,•:'. �: .::::.,:::4.: }.��.. « fY:::•::::::: „.,:; <Y >:::::i::':i.::,!«i. . .. iii.. On site to verif soil conditions • resented in Dames & Moore re • ort dated 8/19/90. Baokhoe excavated pit In vicinity of building footing west side & encountered approx. 3 1/2”, slightly, with fine to medium sand. Then relatively soft mottled prey clayey silt. Soil report recommends that footing's be overexoavated at least 3' & backfili with compacted structural fill. A. 1 horizontal to 2 vertical lateral extension of fill was recommended. Contractors plan on Importing fill Monday 4/8/91. !! v.iv: Y — SYG'S• SY YW ta . i "4Y' .Y }: •,.$, id:, • ••r4:3)SYY' i::4:Li:{v:YY:i•Y :r4 •v `JY'lhY)%:•:Y h:: } % J. .• i .. Z • ':' •r• W:.h.. <. S�•:' i'['+ :S::s::'f:4t�: iii }iiS:fiiij:•CYv'1:.:. +:wv: .•.i }Y.r:?YY,F:fi,h.� .: / ... `.. ' r .$ : ' �' . P, .) u. � $.. e ' `"/ f::. � e (1. <k rr .hgw . 0 ' :�iC•':}i3.Yq: ?,�?FY.'•i. itY:YF!..::Y rr:Y..:..vY:. � :.>. , n4 ,4 �; ;, 4: Y: / i .:. >1C, + Y+ �e i A r ' .. ,.) fr I�:•.•. v17... .:.. �..il t .vi::.:..: �C {; „:r.:y. Several oone •entrometer reading's were taken un upper 3 1/2” of existinasoil. bearing capacities were indicated in the range of 1600 Per at depth. . Y : :vr. : i t nn:..nr .:ti.... ♦.. .vn .: ....:'. Y::• Y}' 4} Y;: Y!. v....•:::•: Yih:'+:.: v'•:+ ii• S: i:\• YYk•:' •:i:::•:}:L:iti•Yi::":i4S }::.i V:itir ". t4 :F.::..n; i. }. SYi:Y +.{•:F:•• LC r ..: >. rY n..Y.•. +k ....:. Y. .}. )..r .. .nY... ..: .. "• >' .�•... 4.. +. nh:'i'v: i.h.•... }.... .v .: Y:i . a.:. ,ii•::'. •.i• v•T::v: •+.... .i .viS \••i. (� {.:•:r<•:••. •:: :... i:; V.• is4;• !A:Y:i:•S:4I4 }:•i:LYi' >�i:t }; i.v.+.:n.n.....vn.. :•Yii i.'r}� %Gfi ��i �: :V' .i/•S.'•.'in':!. .k+• n ..h.. :S if' .. ..l.: .Y.::Oti +:•i;v}.•:. `: \•.tr.•d•i: :i ^ : ' ;: �i:ii.. 4 <. ::n.'.: i. , #: fix; af f.? Si.[ �ba.....:... �. tx,........ �. n. n..:,«:`: f?•:: �+.,,.. a.,:::::::.•::i::,�.:_.tK6fttA' �: 3. r.,.:: Y:. uk..: t.«.......,....... Y :.. 3:....+....:....£.«:. ,..:..n.:::..:•:,..:....:x. :•: «: «:.n. Contractors request Wedge Engineer personal be present Monday morning 7 AM to provide inspection & testig services. All items inspected are CQC Representative: Jeff Rabe i Conforming ES Non-Conforming Manager: C. Weaver to approved plane and specification°. As reports are considered confidential and are the property of the Client end Wedge Engineering Corporation. Reproduction In whole or in part without tha written permission of WEC is forbidden, W E D G E ENGINEERING 20420 84th Avo. 5., Kent, WA 96032 (206) 872.9451 FAX (206) 872.9454 :...; v : . .:. ... .. r . r .< r . f.. .. h .H .:.. ? .TF F{•r.v: r TYF YF •% :i { {: -. •r. . { , }; ; : . {. f.. • : C fY^ Y , v .. y vir • Yf'' :+ { ..... :.:'.:'::i::.e r: :::.::: '.i.:.. ::. %.: : : : , , ,>i:,:.:::.: :.. ii i ; ,. ...'. %: :' r . ..: : rS%,vy r .;.. :: , t ... � •} y ,, y.r:Y .. l . { yf + !� f f;4{': { � 4 •.. '�`l %: }. f, :, A £�i:q f :�� ?�r `•'Y£:i.. , ,.:$::?>): ' ::'`%!•� %:�i r• r �: {,i;:': };:::'i : { � n :.L t % % }r?rf.' <N.:. • Fi �: r`' •Y' 4r f •j` $' v ;' qa �:i' ><::{ < >::> 'n , : :. ,.4 ' A 'x } { } } n4> % f . u : r� f:. >: , . ti „ ait: � o $ f. .4$y.Y.� ' $ .:: � Y % � }$ }', }• }} '��vr v:4t %'' J• r:•fh'�£��t'•£:� :,.�Ff x >F<r'4:: �:<:�'ir .! /: ..t��. ,5 v� yl vt }rr£). �. // < '4 �£$4kk. /••Y:'. ,�.,, ��CC ;�� .4 7 r,:. +TQ�+ Y�rif.I . s . S`� . ..!' 1 lk Yn FS ..g .Vii: .;.. / / •.: •k .> ,�. .• S } 'l. r.{.. v.{ 4. 4 } v , L.. /.........,.I r.f.. 42 ).v, {: _::..<. ...n: . :.,. .:. S . • t?. ., r?/f:.{.,.......,. r.:.?:nrpi}). i..r,.::.r%..:.: Client: BEC &E WEC Project No.: 9102 -041 Address P.O. Box 3707 MS /4H -07 Report No. : 0100 Seattle, WA 98124 Inspector: Jeff Rabe Attn: ".'. Karl Olsen Date: 4/10/91 ' )a:5 •:':S. ;:'%:R:F: }}.fF$f^: }}:f:.A b:% slii.:i ::i:F.w>SS'.} ? :: ><:::<:{. }:. . v,$ f��.}} �:<> WA' � fhe".> ��> �:'.:. issF .:$:n:{: :.... >�r}$$a�!.... J Proj. Name: Boeing Cafeteria Weather: Fair Air Temp.: 45 F Sito Address: Cafeteria 9 -12 building/ Waterfront Park • .»: s"• Ni':>ffi>;a;:%'i;'sn.:.y , .1.• o An uliiiWWW.Vffas.s >;f:::;>.vs0: Permit No.: ..8498 Areas Inspected: : • £tir''0:; ': ;:::' }; :;:;5'�:..'Nr ' F %: I : t'rviF�:i �.>,,{ }�� / .: £ .:: n{.h; <;:£ {vi4::,.( +?/.4',F:v �F£.n• %f >::u i'p .Jv' { SW.n,C /k�;.•3•k 4 i.}�. >f.� } )i i, �, }t;4; ..;Reiq ir..f�lir. { „ Continuous Footings Spread Footings Slab on Grade X Auger Cast Piles Driven Piles VA 112 Ref. Modified Proctor Report No.: 00Sp X VW': ,�` >: Other • Maximum Dry Density: 128 pof Optimum Moisture: 9.4 96 Approved Plans on Site ?: Yes 11131 No I'M Required Compaction: 95 96 Specific Location: Grid Lino Elev. ft. ? :f'a£i:£+i'y„••£{iO3.: :: :.::'::.:J. 2lG::$$.�p.¢J'.s iTi(:::: :: G'r . i:,`{•' t,;;{ i . ' :ir }/£ y` <<f i•'��.£ ?''F :. : ....: n..l..:.......,4.. �. . ::.• � rtti: �t:.,p .Fl { Z. 4 . n.v:..' h• >•n:. ..::. ,�n {.....; y .:' ....:. 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Reproduction in whole or in part without the written permission of WEC is forbidden. L' Manager: C. Weaver W E D G E ENGINEERING 20420 84th Ave. S., Kent, WA 98032 (206) 872.9451 FAX (206) 872.9454 ... . , ..!: r :.:.:: .... :, .... :i.,.: . {..:r : : ,,, :, :!: a is iY .•: f ::: : ; : :. ^. - •.; ..:.•r:.v::. r! f •.t..f ✓•: • ?: r. % /f.•i. f :r. ;< f rf r Y,lfi/ �••`r • �a%iRdi�F ,r y : { • � > ! ' . 9f : 7 ; + � y :i . r , f . f .: • •r It kf�;? ! ar ,•• � • .4f r y}�ff([ �; 75.: .f. , r '�if�¢• ., {.f. y ,,.. ..: }. ....: I!AS''�TiJ4`o'�.,,:.rr �� +ffXl�: ...r RO�}YweGWuf1 .. Client: BEC &E {.. {., ;: nr' Y:! +: 'fi }:4 } i ' '4'ii! {r {. /r: {r{ { .fir }:4 }ii' }Y`F ,v � {!4i j•: }: : ,;. J. r /.:;r. f. f.. (f .4. •i f "4 t� :4y }r ,: .,. f. f .., ; .. , y .. } . m....:': ,'i:Li r� .r :., Yr`� +;!f fY1f�i. f..t;p r: it "� "f } £. •'d i• Q ffir ;a . , ' f �A ter •} ' s : Y Y . .,fF'ilr•!�'!i•: ...r.., : >./.'1r.•?�Y7.. rte. a ; ;f#i { . ,aOt,.•?C »YG..��.L }:T,Y {: f r�i» {, .�.;yYk Report No.: 011q Project Location: P.O. Box 3707 MS /4H-07 WEC Project No.: 9102.04i Seattle, WA 98124 — Inspector: Jeff Rabe Permit No.: 8498 Date: 4/10/91 Proj. Name: Cafeteria 9 -12 building/Waterfront Park .......... ..:r.....:........:r......r..: : AVI : r:a:!: ::x+• ++ter}),.. • r. ... p• { ..»...: : :.:. .. F.. .: .;. :: f,. ; t v . r .. : :n.: v; r . }r >>rf '' tt :. F . i{ r i }fir: rr i; r { } { YYi: {'} %.l •; !:{ .rf > /f. ff �r y{ :, 5. �{.}' t:•:.....: r..::... F..:. xe...,.:.,::.:........:.::....:.:.. . :ii!!...,.::..t. /.fr:rk'#�`11d �QtYIltt`b�'s:>ind ...:.....,. .:{::: }.. :.:.y}}Y { +:}+ :%tt+nrr�•rr•:•v a:t•rx.{v.•:•> at..ri }}:• r{:::•}:ar }r: �. /,.. .,; }: �.:.YS:v::iv:.:::.:fi; Vii`; }: li }':: {!�}': . r: } 4:•' /.4: N. :4 4:: 4 !, {.}i'N, ^rr}i4 "•r.. ; FF ... },...;.... r. .,f::!n: R•:: di�i$ 154x::: lthd:: s: AbdWtik.::.:.:.. r.r•, r„•.r.:.;.......}}:::.{:}:.....,,.,,,•..:,{.•::.:{!. f s}::?;r :; >;f;:. >;r:: Overexcevation & baokfill continued at • erlmeter footin a s. The column footin e a at 1 line are bean excavated at same time as the West. Continuous footin,. Column footines ere bean. excavated a..rox. 18" deeper. Size of excavation at de . th a •rox. T x 10' or bi .. er. Pum.ine area noted at NW corner le now stable after 2 additional lifts wwere •laded. Additional over excavation in SE corner was re• fired where silt sub. rede was ve soft in violnl of oonorete storm drain .1 .e which wee removed. Over excavated area Was about 2' deeper end about 20' long. QC testing and results sae report 10s. .•�fXf,.{:.f�Gaf£• ; i< R :.. '. l�d31b�:: /d.f... �. , . : • } :t. } }•,:44 r:l;} }'{ Y. \. �q�y ., :v V • }!.•: r: . r'r+1 /�4.:•�:'• 5 r Y'� .(4. ifaf :{yf }YrFii:f }f�i4fi 't M: ...:4: t.. ' � ! ' �`A : �6 � f �flrR.� ?.•Q.Y. R r .. •,! l�r.65•.. • r.:: R{ tF• f. �::! . ::::..:..r..:..t.t......,.... •.. { .•., ; . •.. r • .,,; {. • }:•:c•:.} r> • ..�. }..y:. }:v ,r,.:Yrr}• • r ::: :: � ::r. , • {a „ •: ;;: 4 }• }•.,• •., { . ; •:.. { ::. r: �t +;{:: •,•rn:•r }•.;;. } }>•. }; {:. }•::: {. }. {; r ,.... :f;:;:r {,:`;:: }:: #f;:3'r }Y.• y) .r rr '>rip'ff... rRr.... !:. 4• .b .Y.n .,•}.t. :f ii "'.:f:•. ? }r>Y.'.irr }} }:{P.: :. ).r. :.r.•r.•r.}f.•Y: ?.0 ...{;. r.::r::::: .. i .. .4.444. ,f /�.. >> r{'. '. 4.�vyyyy }n •;:. ..{ �' >fi<�:• {. {•: } { {.}:; .; .; r. «r L`r,,:.T ..{ .. :r 'r,.:yi y ^:.,'!f'.v: ly; ..vL{: ?:::: n ^.v::: :.; •f;{ {! .. f.....nv {'�{ ai 4�):f: Yn, :: v..{v ^•. ::•r :, f.k....:.+ r.ari' ,•l riiv: •..1.4r.•.. / r:..vn Yrr"} !!: {•i:viv)..�........�R4:�:M<•: n!•.J.i.•.4:W.ivY.4 n .�4):�f. /..^}.4.x.wrf,�.$Y �aC}• �}{.....•..... n�..F..ff:Rl�aNr/t�l.in........ /�•..O.ri n }.:., {� r•.i.•:�•: n. r... .. ..}.{'{•. �v:} h}...!...... f.:.^. Ki.;} y}: i{{+ i 4! C {. }:r, }v: {ni::•. {...Mi:i(ryr {ii The a ravell sand • it run has ve n amounts of . ravel. Test results have been ad ueted b a. . ro. riate Aacitto rook correction table to rafleot rock content. All items inspected are CQC Representative: Jeff Rabe Conforming X Non - Conforming 1511 Manager: C. Weaver to approved plans and specifications. All report, are considered confidential and are the property of the Client and Wedge Engineering Corporation. Reproduction In whole or in put without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kont, WA 98032 1206) 872.9451 FAX 12061 £172 9454 ::J rrc}'' J,:: i% ',: ; .?' F!•Y }:[: % : , JF'! Y i >;; .. F,. J { % • }J'. %y /,. :!. :K. y !. %y t{•J . 4. .r.. l., rv. < . l F. � <: ,. / r } .. Y ,. .. ri:• +.{�F} {r>r''F ?'>:Yy. r.Y: .,> rN.ikr %F,!A }: F r•$r /� �R)Y.IMVr �. P�: �i .:GY Y :YZ•fr.. )r� : `JJ ,r .G. , r%i %• %f �!4hivr. ,,. :� : {r:. {r:[Y, :Sr,'' }{ .LvSvfry. ., GYYaf:Z:Ylgr'g y } r, Y:. rQ '`f of • Z L11 : f i YJ r .< .��$,. .d'f% ;. f/ r 50 r •�+:F....,. »:.LVO /• } }f:�7�s�,.. �".�� :...,..� ,:. 3�z'f s• }•�i? . d:: 3'%s ,, ; , 's'.,: {�.�� . y. x._ �t:%$$ i�?.^:•:.: rc:: r::}.• ....... Sfxi. f.$^: ::.:.. ....... }:a } o-: ,.. .;....,:,.F .. e { ;._, ..Ya.,...,.,,... /..'..�+ r. .... fiT? S i :.�f�;'/.?S":.,• ::.Ry :! �Y, �it:%;:.... �....{? Zi�,. r% �:',• 1� .- Fk:l�h�i}%'�.',{�.!��.fr Client: BEC&E WEC Project No.: 9102.041 • Address P.O. Box 3707 MS /4H -07 Report No.: 013a Page 3 Seattle, WA 98124 inspector: Jeff Rabe Attn: Karl Olsen Date: 4/11/91 Proj. Name: Boeing Cafeteria r } :i' is i;:;:;: }hj:; ? :Z { ;!!.:: /f.;J ?t �Fj!:4fi,il�' +'r .Y(� ••J4'• ?4•l i.:Y%r : }:• %[ %'if v } ; :! ?•:: :. :•: ,. n:...:..,. ?: i>::...:.,.y,... r. 1N:ealher:.., ........,. r. / ........:. :...... i::: ; {., ...., .. : ......... n . ...... Weather: Sunny Air Temp.: 50 F Site Address: Cafeteria 9 -12 building/ Waterfront Park Permit No.: ..8498 � ,j,. i5:: i%! (i J } / ?t } }•:.v :r{n;rr: v i { �Y%:}`!__,_.'fjF ; ; _„ :J <:<#{. F: k? xc4f! a. �r: dYFr.::: �' �' r.•. �sw: �: iriepentlA` t1►# iirf4t' i�rmt�s: �%<:fcy.::�4F: {!.: Areas Inspected: f�f � a YF$$ ri:�% < ?:d:F i i. : Y } :,9L�j iii :' '• j ! y� j t4:t! y 4 % i 4 % %Cl . ; r t:. •x ; f ,` ; . 4fj�,}J Z!t!!•}:;!! s. 4 :;.}? 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Y. :Ev'.i ?:'';Yi }irY%:�•': :, ? � } /. ;h;? } .n, F<:!:t ;!d.•.::,l,.:Y!: wi'•<%• ssF ::i %:!'Y ":JS }Y:' %dj$%�:.F;Z:: }; •> s`;:;t;'•` %: ?r %3':'' r:: ': { Ya'• F% iC , •c ? 2 !•t i:351:?;:. c ............. . . : ::0:0.0 , •1:-::::::-:: . :::iii {k g i•::!:f{::;j }:!::: < %:[ }!ii ! : ::::•: i •:.} t !ti < ; : :Fid y $: j :::: : : , ... ... ... . .......... ... ..Remarks . ... {.:. ) . .. :. {.:!. }: [ [! : ::: :. :.:..:.:::: � is rF•r':::; F F;:. iFF$ F: a: :4;;r4 :::Fi %;::li: {ir . .......... :................... .::.. C cn lermanl+ e:. .tiE. lNcik :':::; >: :::; »z <r:«: >: }g<:; • 1. 4" c ushed rock to be placed above this elevation. All Items inspected are 6 2. 20% + 3/4" rock correction = 130 pcf et 7.9 H20. Conforming Non - Conforming X to approved plans end specifications. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other All reports are considered confidential and are the property of the Client and Wedge Engineering. Reproduction in whole or In pert without the written permission of WEC is forbiddon. Inspector: Jeff Rabe Manager: C. Woavor ENGINEERING 20420 94th Avu. S., Krnt, WA 08032 , , •;:';;,'••••• > ..s:V.VW1ApinMagt -,,..;;;;:.:::::44$"....:•seilt; e. A.. . ., x'... .0k , i 4 ;" A . ' '. 4 4 ::40....aii.%..0, Ai§: ,............ b • . . fi • ••4 .,, ...q.::. .6.A 5.. 0::.3*/ ..../As ..... • • ..g .1...4:3 4 ,0 . 1 .1,..0 . 1 , 1 ' 4 4 ' . , ...r ....... ..*:■,.;f0',AW!,...%).XA.,.........t . ,.. 4............ „" ............. ,............,,..aL ...... 4 ............................................... : WEC Project No.: 9102-041 ..- .' I • -. 7 Client: • BEC&E r Address P.O. Box 3707 MS/4H•07 Report No. : 0138 Page 2 Seattle, WA 98124 Inspector: Jeff Rabe ,, Attn: Karl Olsen .47. Date: 4/11/91 Proj. Name: Boeing Cafeteria " s 'IVISO.SANSIMONOMR: Weather: Sunny Air Temp.: 50 F Site Address: Cafeteria 9-12 buildln / Waterfront Park Permit No.: ..6498 ,:g.0;•;10NORMOONNIKiViailgiiir :4' .iifiggiatinagatg: Areas Inspected: WITM.*Aiiig,NOPM ' Continuous Footings Spread Footings Slab on Grade - X Auger Cast Piles Driven Piles •W :'57FA Ref. Modified Proctor Report No.: 005p X X Other Maximum Dry Density: " 176 pcf Optimum Moisture: 9.4 % Approved Plans on Site?: Yes X No -g4 Required Compaction: 95 % Specific Location: Grid Line See below Elev. Bottom of Type: Type: Describe: Perimeter footing. footing S/N: S/N: Callb.: Callb.: •ii:' ... .N . 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(%) Dial Reading gal:.:V.61.010 - Bearing (p00 i ::.?•:: '.:i V.At#AN:1:t G.5 3.5 Bottom ..129.0 6,8 99 G.5 1.8 of ..128.7 6.8 99 v .V6 1:0 $jii: G.5 1.5 footing ..131.2 6.8 ..100 H.0 1.3 Bottom ..125.5 7.2 97 •3' . ; . „.,;....t..,..,....."..",oth.......0....ft"..; .. .11:! Meignigtigre y..1.4.,p..,..,.,.., '"'"'AntitHiEN E.0 1.3 of _ ..128.1 7.5 98 x..•.... • •• •.• C.0 1.3 footing ..126.1 7.3 97 M''''" , :c4,11Liddl A.0 1.3 Bottom ..127.2 8.1 98 %, 7: ".': A:?:::::..... 'ii• '''''. ''Niagii• . -.. :,;5 -•-...:':' ,. ..: . A.8 1.5 of ..125.5 6.8 96 A.8 2.2 Footing ..126.6 7.2 97 ign:::'.:WOONNO: g:!:;liligileniligN.•:;:: :NUM* A.8 2.8 " _127.0 7.1 98 4' ':: ...................... : ::::::•mi:::. : ::::::::.:0:;:•;:;•:::::::0:1:::.:. iaggliieteii::::::::::::MM:::::::i.:::::::1:::.c::::: ;',::::::::::i::::: ::::::::.':::::::::::::::M::::::0::: ,:: --: ;..&1:::::: • gravel content of materials delivered this elevation= Ali items Inspected are a • rox. 20%. Maximum density adjustment = 130.0 pcf at 7.9% H20. Conforming X Non-Conforming to approved plans and specifications. 1 Bldg. Ott. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other All reports aro considered con dermal and are the property Inspector: Jett Riibo of the Client and Wedge Engineering. Reproduction In whole or in port without tho written permission of WEC is forbidden. Manager: C. Weaver ENGINEERING 20420 84th Avo. S., Kent, WA 98032 c■Ari CA V iltlfZ1 g_QAMA : y :: ! : -, LL ! , L : r.Y.: i >.. >2 .:L : ^:r :• •, . s . : . ?:Wi ,J: {:.. i0: ..• ; .: il t :: iw:i>Y":4:.: v :`. <5: ifiSS:iS1SSF'' S ,, .1rrr >$ � J .. M. ,! o ' !'` ": : : l , . } ri. ; ;. .�..:..:.:. Y•Y :4Y .t. rt'ir r 5• .•r J. !•f . ' <'• %;L i!:Y. rrr'i`i?x .4: % i:,.. .....r y yr y l t '. t: yfl" a.) . ra {o�j .Y r ' ''M hi! ' a4 rr' .4• :!;}` +: {? +•R•Yi'N. « . ": ! ►I.1M �i�- Mir' {' }��. ^�` S�:X'4 � 24•}S !. ri' Snr }. < o: 2- :::.<..:. rrr S•„ k.,. �:l i. rr:...:.t :.,..,.., t•: �•. r. t rl T ,;, ?�.:i.r:r: r�:2� r:i•::rr;.i..•J. i .•^'J�ii.F....fr.s.•�l: r.;rR: r.Er h.ruyi5.4,.SY.e. ":: S.fSsY<}';.,.:: �+3}i+3 ,r. ., ... VI- Client: BEC &E WEC Project No.: 9102 -041 • Ad dr e P.O. Box 3707 MS /4H -07 Report No. : 013e Page 1 U Seattle, WA 98124 Inspector: Jeff Rabe Attn: Karl Olsen Date: 4/11/91 u�> %• ";! i:.0 i'{"i :! !.}i: 'r,$Y i } $i %f:;:Li:; iii: �:: i%'$^ r'' S:•S'•f. ✓F:,'.� :1•, "iS.'•S::% .:. fn ?f::V, :. .: }.. h... .)!}' �. ..:.;f:;.,:n:,4i<•r:,.::hh:. , �'«! L•::, 4: a•::!•' YStb' athb�. h:., 4is.::: a!'.::r.<. 4. r:. .4:x..$;rrs::�rrfs«::f: >. ::i;ii Proj, Name: Boeing Cafeteria Site Addreea: Cafeteria 9 -12 building/ Waterfront Park Weather: Sunny Air Temp.: 50 F • : Permit No.: ..8498 r}>,'': } }' fi { }i f r,: •}i ^'Yl «{ilYf }YrvipS" /,•�}.<f}rF%SX'% . ? ?%S y!i %S: . : ,...,. , :;....,.< �'.,:.:;.;,.;;<.+:( t it ap' �iCfif�P�` rtoCrilad.:._.:: a:•'.•.J, ::;:::::,!:•:a:•._: ^ ::,::;•::. Areas Inspected: :< J'%:JC; R.11: ::.: .:l:i i% gq -e: 'A0:, ' ^%j$':4': % :;'F.,'+,,:•:NS'r. i 4. i }' f�l:5''SSi . t,.,; .:r::.v.,...s }r:.F� ::,:a :i #.. . >,�.�s3� aE�p( fi' M! t1 1s.; h:;... r.{ fy:.: >::r:;��?fr;Y.:;.;!�s:,:t¢:r;. Ref. Modified Proctor Report No.: O05 Continuous Footings Spread Footings Slab on Grade X Auger Cast Piles Driven Piles ':::"P X X Other Maximum Dry Density: 128 pot Optimum Moisture: 9.4 % _ Required Compaction: 95 96 Approved Plans on Site?: Yes X No f? 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' Relflects maximum density correction for over All items Inspected are size material. (130 pcf at 7.9 H20, 20% +3/4) Conforming X Non - Conforming MI to approved plans and specifications. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other All reports are considered con idential and are the property Inspector: Jeff Rabe of the Client and Wedge Engineering. Reproduction in whole or in part without the written perrnission of WEC is forbidden. � �� Manager: C. Weavo // E G E ENGINEERING 20420 84th Ave. S., Kont, WA 98032 1206! 872.9451 FAX 12061 (372.9454 ...:: f.; . 4A.:1:;•:::.0.:* 1�..•:: 4 • � , � Cy : 4�.:., tf ,� }..%r ;5 :•.. rt }SH „.V..'% ? {if ryj: f: 'J :jS }f: ? fi% r • •' :`;$ %ii '�f'f :)f •Y: v.:3.' f4 s A” + t; } %};(• }•: t O }��y c �(y� J��r //� / ��y�j JY 4p; �(p�y�� i }h ?f} y' ` 5�,Ct</ G y:t: /: }. t:C• { f� `f" �• f N�.i 1l,�M >./� \I1MS "•V)C{ Y} 4�i y '��f( %` ff'••�Y;•�t• a :r�.y;;;., r .:r' %a�;. ? {��`• :./,ti::. ?4.�it•..s ..4r...: •::.,.r.r:.f: 'M.•.::� . , �:..r:.S:.i F::..vrt•,:., : +::. it /.. Client: BEC &E Report No.: 014q r Project Location: P.O. Box 3707 MS /4H-07 WEC Project No.: 9102 -041 Seattle, WA 98124 inspector: Jeff Rabe Permit No.: 6498 Date: 4/11/91 Proj. Name: Cafeteria 9 -12 building/Waterfront Park / .: .f• f. +. r ::t:: .t ii.� �:• _: .: r:.: :: > } ?:fF:SY r :.4 .4.., /fi .G}:fi. ..• ...t. ••. +•:•. { v � .t +. , c •. :•5.' Y • �n::.:: .?...:. /. n•:: •r:.r .. •vr 6 1...4gffy �� ...ri:h �t rn �YJ.fn.. n . �. \I VtII[�Jk ?::7�'Yt �7 ��:i : N.4: YO W�V >..:•1 ?t {: { . .:. ` ?: } : >::.::,.. : v.:.v:. F/ n:. rf•: 4} i}: ii;:.;•> Y. fn:!:• Y::•:• iY 'r: >:t.�.}'id } .}} >:t•i:Mi >:t �: . Grading contractor finished, placing import rock pit run in footing excavation & slab subgrede today. General contractors bean exoavetint & recom.eotin• column footinre at 1 line. Noted that footings at 1 -G and 1 -H did not appear to have adquate horizontal extension of fill. Contracotrs said the would over excavate three feet & extend footin 2' tomorrow. Writer to return tomorrow PM to verif locations of additional footings. :... : ..:. : :... •:. • . : - . -: :• .. [�•. . pTS .;.;..,�.: -:: • .: •�.::•Z: �.; :..... :.:• :.- ...,:•"':•. . , -: • . r�mr^.!.!!5�; : •,.. >• •• }r },:: •• }5 :• 5 } }> }Y5 }•: },:. �.:: • .:.. }}i:.:'4 •'• Y �:.5 n` k T /•: : 1: s , /, , $F• c.e ? .??' . . 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ENGINEERING 20420 84t11 Ave. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 . . . .. ... .. :..:. .a /F �:.F r.o: /. : � ?� >:^ „ }• }f..... r. / ..:n r. •., ..::.. ........ ... .. r +•L::.nh ?;:. {. . .. .. s. ,.. .; ..:: ,..,. :.: ?•. Y:r , y . .: • ••F..•�. S .F iS. 2ij:'�S ^y 'f •r! e �i hi }'..: fi . r/,./ , Y.. /f { . . Y �4'r .r+.. nt.. � i { fYy; > + Or .�S /• 'L ��]��[ Ai. ^ !, S' � !: r .0 h ::. } fl 3}2 y `!eri, . '• r nr l, i�•t6 � / ::::::'• isS >:.k+i ?;�:�: ?.5;6.�� n .. . +.. � , � H ?y .. .Y'j.'• !iP" • 4 ? �!•::. } }; i�'. %:5! }S ?... .nT.•'% .L.. : .. •ti• };: .. r:.. r... .:: x {. {r n..... ::.C:• % .':� %+ �: •a F � r Y: .6 ::. rlr:n�. :�: }. e:.;}•nv x: 'r r:}4 %.•:}L nr lfh %”: +r <%' / ..L r . {J'v'r :? � C'v .v'. .' '� 'tY• ,Y IR:S J .Y.{.;!r.} .. /.r �i: �''•': }rS: ::: y r v: {C.fi:• �,. :. !. r. .<. Y ,} nM ►: { :{{ +'!'•'l::s r { : {S }'fi :ti::,S�; rv, •{4 •,F r,.. ,'.iyl,.r!.Si ? }ySw' % + . {. � }rY.H � yq�r$ S ......,.;: l i ,, /;Y }lff.'.� %; :.. ! c t!•: < ,,• 1 f..} S,b� $. R .:. . .. • •::.. J.... .. ... Lh }.:r•Y:J,.•rr.rn!..,1:, } •>,; : i fi!. Client: BEC &E WEC Project No.: 9102 -041 • Address P.O. Box 3707 MS /4H -07 Report No. : 015s (page 2) Seattle, WA 98124 Inspector: s Jeff Rabe Attn: Karl Olsen Date: 4/12/91 Pro .Name: Boeing Cafeteria < <s >rO::: %!•:: •}: 4}:: t<..+. i;.!;. sr::>.<;:•< a::;.<::<; s:: i;:: i>: Sfll hdtge.:::;<;: szi;!{{..:;..: aO: r:: } %•;S; } }S:. } }::. }:!:.,.;4Y:< Weather: Fair Air Temp.: 60 F Site Address: Cafeteria 9 -12 building/ Waterfront Park k:»» z<::::: ss::{: }:!:.,. :!t,i:•s:•s: «• }:i. ti ^ : ; �!• rt!: }: { » >.: >:- ;:r�:: <........ +...: ... tr<eipaotidtie:;Adf� 1111 .::}r. } }:< >...... Permit No.: ..8498 Areas Inspected: :. g ;`.r{• �.;:%r y;}? ii :£'::i;%•' ":;•.'':::`+r %$? <Y'rn r: l :., : . .;�:: :!k: <l {k.'!H•,•:,• {;� { t, '.'' L9.: ?43,i2Y:': }33::.':'yE ? }i:: ;:: %: < %s<.t ? }•. > +.:!!#y% ?,,; yttf:;! r•{ z�} s:: t,: �iA' t( ulYdritbtit:F::4 %•:r<,:•h:: >:} ti3! {<h. {!.4: {Ls4. };!<r: >..s:4:: Continuous Footings Spread Footings Slab on Grade Auger Cast Piles Driven Piles Pa Ref. Modified Proctor Report No.: %s': i'::'•. Other Maximum Dry Density: pcf Optimum Moisture: ok Approved Plans on Site?: Yes No II Required Compaction: % Specific Location: Grid Line Line 2 8 thru G Elev. ft. y; t%••; L•.S: w: 2''' Ls' S •;:;v }F:. {:i;)' ? <rf;S:: +`•$': ?� '`•' r' �' i>:•J, rFti ol: �c�:•! � } 3F?�';�'S'` } �i %L•1. +:`k!;:: %: `?f :3•: < { : :: ;••..f: }:! +, } ; i . ..'!`t(Yil' >.!, «h ,} >- £f}•h• ____ Type: Type: Describe: interior oolumn footings. SIN: SIN: Calib.: Calib.: •>:++/.}'!! 4: r•; ::.: r.w: v:;... .} r . !:: . 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J ..• : .: r,. :.h:..... }........ r. .r....: }.: •:: •: ::r :!:.::..,.::::: n.:: .,.....:..:.....h }e.,!....f }... .:. ns .... r ....:.!.... ... ....:.. y.: ! r r :. i : ;; <;:?>: ::,!. >;: >:.y r......... ....•....,..,.,..,.......,..... ...�ni7maatian.�'_ �._......:.........,...., ........ ., .,. ......, • 771 Location Nuclear Densometer Cone Penetrometer Depth Grid Grid Elev. Density (pcf) M/C (%) Comp. (%) Dial Reading Bearing (psf) 2 B Bottom ..129.6 8.9 ..100 2 C of ..131.1 7.2 ..100 2 D footing ..126.5 8.8 97 2 E Bottom ..131.1 8.8 ..100 2 F of ..125.5 7.2 98 2 G Footing ..127.5 8.5 98 2 G.2 ..129.2 6.8 99 :•:.•.. <_' ... . xr••l.•:::.,v:f.v: r,.v ::: .. .. ....:: . .: {.:::: 4 ..::. :re::::: .. •:. :5::...::F.. . ..... ;..•....! :• .. ... .:.....::.....:..:...... :... ..............:......,.,....... .......::..: :: :..:... ...; .:..,.........,...1Ratrlark ..,}....,....... .e.4r ................n,..Y..... ... }. .. r.},..,.....,....::..: :..,....._................ ... :!vnv:: }: •::X:v: },v: ...... : :.::....:ri farms aA::a f.Work: >:: :::: ;::.L.: ::: ::. ,.. , .,........ !� .. ,..R ..,............ .,.. .......... Footing at line 2 -G.2 was cut into black sand. All items inspected a e Contractors over excavated pit run compacted with vibratory hee pack. Conforming � X Non - Conforming to approved plans and specifications. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other All reports are considered con idential and are the property of the Client and Wedge Engineering. Reproduction in whole or in port without the written permission of WEC is forbidden. Inspector: Jeff Rabe Manager: C. Weaver W E D G E ENGINEERING 20.420 84th Avu. S., Kent, WA 98032 (206i 872.9451 FAX (206) 872.9464 ENGINEERING 20420 84th Avo. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 Client: BEC&E WEC Project No.: 9102-04i l Address P.O. Box 3707 MS/4H-07 Report No. : 015s Page 1 Seattle, WA 98124 inspector: Jeff Rabe Attn: Karl Olsen Date: 4/12/91 .. '....';.:ig.4. Prof. Name: Boeing Cafeteria Weather: Fair Air Temp.: 60 F Site Address: Cafeteria 9-12 building/ Waterfront Park MA:iiik:i'AM.INOMMI*OrteifeettOrtrOif Permit No.: ..6498 Areas Inspected: : Continuous Footings Spread Footings Slab on Grade :KO:: X i'kifg?ii Auger Cast Piles Driven Piles Other l'itti:1 i&t:.: Ref. Modified Prootor Report No.: 005p Maximum Dry Donaity: 126' pcf Optimum Moisture: 9.4 % Approved Plans on Site?: Yes X No en Required Compaction: 95 % Specific: Location: Grid Line Line 1 at A to H Elev. Bottom of MaggaStgiNiMigaNi Itii".. Type: Type: Describe: Column footings. footings. . S/N: S/N: Calib.: Calib.: 't ''' ..................................................................................... , e-..o 1.%;.*:?.g.V.Ai'f.*:1.M Sample Number Location Soil Type Teets Re.uired De.th ?.:.%.M.„.4A. '.*•.:*R?: M.i.' x.:.$•??;'.*;i'lr.:01:::fii: ./. .I..<;' .'<:. 4 i:::.:r4.igiii.N . :Wilf`0.3:0'.,:igifil,P.MM:0014:01M: ';'.. mani0:::00:0mew,:::m.::::amempamiiiimm0::::...&K*R.%:: :,::'..M...:*..(:arM.:;:..::::::::Kik.;.:Wisl%,$.. W55 ... '5.4i:R::.4 W.M:054.i.'W.i:O.iliiii:gf.':i.ift.!.W...IM''... iii::: i %...:ii.;iiiMiiii : i.:. ; : i i .iNEM ; M : Angant ; :tg " .f4.':. 0 S :'":: %, ' ' '' ' "x: . : Ngegign : 16:UtdatatandlINKMINtaga Looation Nuclear Densometer Cone Penetrometer Depth Accept/ Reject Grid Grid Elev. Density (pcf) M/C (%) Comp. (%) Dial Reading • Bearing (psi) 1 A Bottom ..129.2 5.8 99 1 B of ..127.3 7.2 98 1 C Footing ..127.7 7.1 98 1 D Bottom ..123.2 8.2 95 1 ,E of ..124.4 6.8 96 1 F Footing ..130.4 8.1 ..100 1 G Bottom ..123.4 6.1 95 1 H of ..131.1 8.2 ..100 Footing mi:...ij'AilliL...;m::A:x: ... .....,....:::::xiii:iiii:;:ii:ff:iiiii:ii:iiiii.WW:::'::" ...:: KII:W Contormace . :: If. Work ' Proctor value has been corrected to 130 pc for All items inspected are 20% + 3/4. Material as delivered at this elevation. Footings 1-G & 1-H structural fill has been extended adequately. Conforming Non-Conforming X Mi to approved plans and specifications. 1 Bldg. Off. 1 Engineer 1 Owner 1 Contractor 1 Arch. 1 Other All reports are considered con of the Client and Wedge Engineering. or in part without the written permission idential and are the property Reproduction in whole of WEC is forbidden. Inspector: Jeff Rabe • Manager: C. Weaver ENGINEERING 20420 84th Avo. S., Kent, WA 98032 (206) 872-9451 FAX (206) 872-9454 CITY OF T UKWILA 6200 SOUTIICENTER BOULEVARD, TUKIVILA, WA SHINGTON 98188 March 6, 1991 Mr. Terry Bennet Boeing Defense & Space Group P.O. Box 3707 MS 46 -87 Seattle, WA 98124 -2207 RE: Site Address: 9303 East Mar•inal Wa South Boein• 9 -12 Cafeteria Utility Permit Approval Dear Mr. Bennet: PC # 90 -426 PHONE 11(206)'133.1800 Gary L. VanDusen, Mayor The Public Works Department has reviewed and approves the site plan for the above mentioned development. This approval is for Public Work's review of utilities. You are referred to the City Fire Chief, the Building Official, and the Director of Community Development for permits and approvals as required by their departments. The City of Seattle currently provides sewer and water services to your property. You are referred to Seattle for permits for sewer and water services. Please note that complete permits for sewer and water will be required prior to the issuance of a Certificate of Occupancy. Please call Denise Millard, Permit Coordinator, at 431 -3672, to have the following permits prepared for pickup: 1. Flood Zone Control (Permit Fee $50.00) The finished floor elevation is just 1' above the required 10.3' NGVD elevation, therefore verification is appropriate. Please have your surveyor complete and stamp the enclosed certification. This is to be completed after the floor is in place, and before receiving a Certificate of Occupancy. 2. Storm Drain (Permit Fee $25.00) There is no change to the Surface Water Utility category for this parcel, as this building is being constructed over existing impervious surface. Terry Bennet March 6, 1991 Page 2 3. Landscape Irrigation (Permit Fee $25.00) Approval of a water only or deduct meter must be provided by the City of Seattle. Please complete the attached copy of the Non - Residential Sewer Use Certification, return a copy to the City of Seattle, and forward one copy to METRO. METRO will use this information to determine late comers charges for this development. This development requires frontal improvements per. chapter 11.64 of the Tukwila Municipal Code. The commitment to provide these improvements is stated in a letter from Mr. Gay, Boeing Vice President - Facilities, to Mr. Cameron, City Engineer, dated November 3, 1989 (copy enclosed). It is the City's understanding that a revision to the storm drainage for the DC is part of the proposed frontal improvements, as some runoff from East Marginal is to be diverted through the site. The storm drainage approval in this letter is for requirements directly related to this building. It is Public Work's recommendation that Boeing proceed with a design for the entire DC complex, including frontal improvements and storm drainage, to insure that the work done for this project is consistent with the whole development. If you have any questions, please feel free to call me at 431 -3673. Sincerel Ross S. (Heller Associate Engineer Enclosures 4 (plan, Gay letter, FCZ certificate, METRO survey) RSH /arc :RSH01:BDCa xc: Greg Villanueva, Inspector - Waite plan Denise Millard, Permit Coordinator City of Seattle Water Dept., City of Seattle. Sewer Dept., METRO PW Read File, Dev. File: Boeing DC R CITY OF TUKWILA 000 SUUTIICLNT ER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #90 -426: Boeing #9 -12 Cafeteria 9303 E Marginal Wy S PHONE # 12061433. 1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME P THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER .JO B 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Gary L. { anllnsen, Mayor Boeing 49 -12 Cafeteria Page 2 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations Spread Rating of 25 or identification showing thereof. backing material to have Flame less, and material shall bear the fire performance rating A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 19. Exit doors at lobby 100, and at dining room 107, shall not be provided with a latch or lock unless it is panic hardware U.H.C. Section 3318. 20. Exit illumination shall be provided per Section 3313, U.B.C. Boeing #9 -12 Cafeteria Page 3 21. Exit signs shall be installed in accordance with U.B.C. Section 3314. 22. Dining room 107, and servery 106, shall have the occupant load capacity posted on an approved sign in a conspicuous place near the main exit from each room per U.B.C. Section 3302 (c). 23. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Y PLAN REVIEW COMMEN`iS Plan Check No.: It) -q Ito Project: REQUIRED INSPECTIONS 4, No changes will be ma to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final Y PLAN REVIEW COMMEN`iS Plan Check No.: It) -q Ito Project: REQUIRED INSPECTIONS 4, No changes will be ma to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. G) Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control Number 90 -426 (512) Gary L. VanDusen, Mayor December 18, 1990 Re: Boeing Company Buidling #9 -12 - 9303 East Marginal Way South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC City Li Tukwila 33O4(b)) FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance #1528) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) Fire hydrants are required as detailed in City Ordinance #729. Local U.L. Central Station Supervision is required. (UFC 14.105) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk City cif Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Gary L. VanDusen, Mayor Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 4. Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 5. A fire alarm system is required to be installed and functionally tested. (UFC 10.301) 6. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 7. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) 8. H.V.A.C. units rated at 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. Central Station supervision is required. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. * * REVISION SUBMITTAL * * DATE / q a PROJECT NAME d T=_ k N cs ADDRESS c f 7 2-S • X\f\vR G • W Cak 2 , e CONTACT PERSONl ''!-`N N PHONE 5' 1+ LI , 2 9 7 . ARCHITECT OR ENGINEER PERMIT NUMBER PLAN CHECK NUMBER 0 1 '2 (� SHEET NUMBER(S) 1 - 1 SUBMITTED TO: CITY OF TUKKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 "Cloud" or highlight all areas of revisions and date revisions. (If previously issued) TYPE OF REVISION: 7 /= i\ U `.'� NF D i ct RECEIVED CITY OF TUKWItA DEC 41990 PERM ITCENTER :...Y..::., ::., : ::,:> : O• i'ii:`:QUAt»TY CONTROL ` >REPA l: z`: >: :;:: >:: ??: >. ::a : :ifa `:: #: > ;< <: > >:`:;:::::; ::;:: Client: BEC &E Report No. : 004q Project Location: P.O. Box 3707 MS /4H -07 WEC Project No,: 9102 -04i Seattle, WA 98124 Inspector: Joff Rabe Permit No.: Date: 2/20/91 Proj. Name: Cafeteria 9 -12 building/Waterfront Park .,.: >:. :.: .. ...,. :.....; :.......:....: ::: >:<':<: >- •� > }: >•: :. ,: Qtidlif ,:C�nttol; lne eotiotta<And <: Rai# utts:< :ii :;;::'>::::;:>:::i::::_<:'<<` >::;.>:>> s::>:: :;> E.: ::; `::; >:: >:;: >.:<:;':::;:<<;; >: ::.:. On Site to walk proposed construction site. No access to site at this time due to security restrictions. Mot with Clare Mabe of BEC &E. Obtained a construction clearance information sheet. Wedge personnell should oo- ordinate with Karl Olson to get foramens pass and parking permit. Karl not on site today doctors appointment. Clare said work still 2 -3 weeks away pending permit approval from City of Tukwila. /.. : lr: +: F:• } % ?.;i: ;:: G } .: ; . } :. � :? . •.: {: , Y> i+ iY::•} YY : r.; ::.;r.: { {r.GY:: : + { ? ?:::. }.: + .; : ? :: ;? :.,•r. �. ::::. ,.:• 4u >rttol.'.Y' start Iar:' ' .t:.r:rr r. r ?+:.:s >: {. } >�...7:: ><;� ;:r. a:...:. �> ttr,..?. Y} �• Yr:..?..}:.J?• >::f.;;.:.......:...:.,....... ali : Y:. 0 •...a >8 f) »: •eau r:. Y:;: t :.:..r:...:.:.::: <r......r:.:. . v::: �,:. i.}::.:: ...,:.r:::: ?•..:. >:.:,.: } 's >: NA :i}Y': i >i •r •Y: iali: §: ; ii}Y:•Y:•�.i FY i - S .'> : r.r, }. r i :ik ?f•: ?• }Y.? ? }• +. vYYX•:... ,t .:....... .. ..? ?...., ..: ................ :' ' +' :': •: •. :{ ?f�•i:G;: :rGR^ { +G:4 ' {? rG• {: G:. :',.: i., .. <..... ..7 >: /. , :: .,. ii i:ii :i ^ }}>i ii :iii •: 9i iiIQ •:} } .':. i:}•Y. ?: Y•• }Y:v• : ::::•Y G:,'?': :•••:: •. •:. ...r ... .... •... :........ n.r .... t }:.:v.•: �C........n.x r.w:1........... ... ., }.:+: .n..::: ?f:.n..:. ,.w. >.. is >• +•}. Y. ::h L., .: >:. :::Y.•r ..... x. r}........... Y'.; {..,vr.:•: r. >: ? ? ?fY} {.YY.. ...r"i � ..�. {: uY:: n• :> � }'kY:i }iiV•Y . .�. ♦ >. ry .. '•Y71• '•, ::..Gn• :.::: i:... .>.,::..:::::: ?•:., : + ?.... r .... ..............:.:.•:: +:•:::::: ;::. �: �:: :•iiir }.l':....: �y` j }::. }ri:�:: i:•:t ? {. }Y!iti �:i::: ::' {:: :....:. n.:.. ., :: •n..... ...{. {v r.. ..Y ::. {n. ..� ...GS .. ..... b......... n,....,,..... n.....:.+........., v.... v ....:. ....... .............. ...... ::..:v.w:: • :v>'I?te n ............................... . v, i. x•.... n...}. �: r...,....,... m?•: Y : /�:G:...:..f.....,::. nQ : ... Y Y:.. +.:i::: Phone numbers: Karl Olsen 544.2655 Clare Mabe 544 -2868 All items inspected are I CDC Representative: Jeff Rabe A,.........-' Conforming Non - Conforming I Manager: C. Weavel�f" to approved plans and specifications. l All reports we considered confWanllel end we the property of Ma Client end Wedge Engineering Corporation. Reproduction In whole or in pert without the written permission of WEC is forbidden. 3. w E D G E ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (2051 872-9451 FAX 1206) 872 9454 ENGINEERING 20420 84th Avo. S., xvm, WA 98032 (206) 872-9451 FAx 12061 872-9454 Client: 8EC&E Report No. : 003q Project Location: P.O. Box 3707 ,wa}*H'07 WEC Project No.: 910e04i Seattle, WA 9812* Inspector: Jeff Rabe Permit No.: Date: 2/1e/91 Proj. Name: Cafeteria 9'1u building/Waterfront Park Review plans and 8pecificatlons for Cafeteria pu,k, and DC utilities. Spoke w}thJ.R. Anderson about getting a sample of proposed backfill material. He will obtain a 5 gallon bucket m submit to Boeing and forward to WEC. Project ov start sometime |n last week v, February, u,nudvo|v. J.R. Anderson suggested wv call him Monday, 2/25/$1. . ---- ~---' All Items lnspocted ere 000Repreventative: Jeff Rabe Conforming KG Nnn'nonmnninnINN Manager: C. Weaver to approved plans and spenifications. All reports are considered confidential end If" the property °/ the Client and Wedge Engineering Corporation. Reproduction in whole Or In part without the written permission of WEC le forbidden. ENGINEERING 20420 84th Avo. S., xvm, WA 98032 (206) 872-9451 FAx 12061 872-9454 T©: 2�__ FROM: _.1_ / y DATE: / // 0/ SUBJECT: /1 s 447 Ile Af99 P Z'r /=� A) --D -ti) /.S i//07 - . City oar Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor i ec (10 /T2.MEMO) MEMORANDUM 40Z/00/1:11 10:40 1' • BRUCE DEES& ASSOCIATES Landacopu Architect' • Uri a" Lie t i ;;se (''13 rtr1seqj .Mc anon Ftlr ;!it hi f�.t er r February 6, 1991 Mr. Claire Maybee B,E.C.E. P.O. Box 3707 MS 4H -07 Seattle, WA' 98124 Dear Claire, • We have reviewed . the comments from Tukwila and propose the following changes to address those comments: Response: The closest property lines are approximately 65' west of the existing river bank security fence. This places the property 5 ,/ line In the Duwamish River. This Is outside the limits of our .411 construction drawings. 3. Ooloroba Response: The extent of asphalt demolition is shown on Sheet 0 -1 -4. All asphalt west of the proposed curb is to be removed. There will be no runoff from the parking lot entering the park. All parking lot runoff is collected In catch basins at the new curb and directed through fher' oil /water separator. Response: All security fence materials are black in color. rut , fine for - gxisting_..as,�ohaft 722 �; GI if :` ;• '.i t ); . 1 �:;• t ,,. '.: ' ...'' t': : {•;t 1, •. ►.: 1IYIVV •YI♦ Job No. 5 -28 -05 RE: Waterfront Park - Building Permit Comments • 404/' WO/ b! 1a ; -* i A. February 6, 1991 page 2 4. Propose atttway lurnlnaire not acoep1abt Response: The pathway lighting Is purely aesthetic. There will be sufficient light from the adjacent parking lot lights; therefore, the antique lights that Tukwila objects to will be deleted. 5 -6. n f r ABD:tb Response: The four (4) foot wide strip adjacent to the fence will be seeded to grass or clover to blofilter any runoff. . 7. 0Alding_a.c ent dolor flYq D1 �� o� Response: The accent color will be changed to "Stone ", which is the same color as the existing canopy roofs. ,i G Sincerely, BRUCE DEES & AS IATES e fe 2 ieel-tedee4 Brune Dees, ASLA W E a G E Client: Project Location: Permit No.: C) slabs -fill. BEC &E P.O. Box 3707 MS /4H -07 Seattle, WA 98124 2. Produced Inspection /test registers for each section. (Attached) All items inspected are Conforming Non - Conforming to approved plans and specifications. Report No. : WEC Project No.: Inspector: Date: Proj. Name: PoI 001q Russell rocks 9102-04i 2/13/91 : : }:.:.:.,..,::.:.::•;•.:':. }'.! .:.....: <:Quoti : Controi:ine ectjarie':; ittid:�iRbt; aft+;: s::; 4:>;::><€:`: <:i >: >:::::::is %'`•::;:::< ::::: :.....:. 1 Conducted review of soils report - divided project into 3 phases - -le A) spread footing's, B) Utilities excavations/backfill, �:; •::: d::. r::.: iK:;:?; J:: r'.}? i{:•};•{, i:::{ �?}:{•: !. }.:..'!.:'• } }i }:i•: { : {{�:• } ?; : •`i } } ?: {•; } } }:!•;.i:: {!.} {: .:::: : .:y •. ::: .:.. . . : :::: :::: :.;{::. :.: v }..:......, n {:if:i:)iii:'r,:ir: :.i.,J,.: rx• ?: �} : x •r :.A::.•: •:::n•: n.: +.5. }:}};:: ;:i. � i ... {.. ... }s . !: >::::t:...�::::. �::•::..:......Quelit : >. on I : > ?C :::a d:: seal ttr:;.}} �:::.::,.::::... ..n.:::. }:::.. }:•.:.::..... # <:: >!: ;:.�:<!!,..::.. :; ::!:. }•; .. ., :: NONE After typing- submitt to BEC &E for approval. CC to Forguson for info. CQC Representative: Russell Rocks Manager: All reports ere considered confidential and ere the property of the Client and Wedge Engineering Corporation. Reproduction in whole or in pert without the written permission of WEC is forbidden. ENGINEERING 20420 84th Ave. S., Kant, WA 98032 (206) 872 -9451 FAX (208) 872.9454 Cafeteria 9 -12 building/Waterfront Park Chuck Weaver A • • QAILY DUALITY :CONTROL( i',EPORT Client: BEC &E Roport No. : 002q Projoct Location: P.O. Box 3707 MS/4H-07 WEC Projoct No.: 9102.041 Seattle, WA 98124 Inspector: Russell rocks Permit No.: Date: 2/15/91 Proj. Nome: Cafeteria 9.12 building/Waterfront Pork .:i CtiielitY iCniitrai AnepeCtione (anal' AesUtts 1. Reviewed specification Sections 02513 (Asphalt), 03200 (Reber), 03300 (Concrete), 05120 (Structural Steel), 07535 (Roofing), 07621 (Flashing & Trim) In order to produce inspection /teat registers for those sections. 2. Produced and completed the above inspection /test registers for submittal to the owner for approval. •::::: f•:: r:. v:. • vr•}}'. v.;. ;..vr:::•.v:•:n.•::�rw:•y:••.:; •:: xr t ? ::: v:; i. •x, •r: :::� :: ::: :�::rr.. .::: r:•.: v: ::: :. ::: r:i •r.,:x• •: w:::: �.:.v•v. •r•::::::::: ;: :...�::vn:v: v� h } : • r.{ v••. { •ri.'•r .:v }:: ^.vh•r• :E•. •: :. 4r..) .t .S. ..• ?. .{. U•:<{S {. :v:S. : :.�< r Y. � t. A.0 h: /,{• •.`J. ^SX {; U ... ; : ... ,, rf..•,: r. v•w'.:' { ^ ?, ^•.: }r: {:ii %:`: { }f•; ..;i:: ?: ?iii` .. {iT J. { ?' ' }:. ....; .h: .»:.. r...{..... r:J :s..Utra(i ':r d ..f....r:�:)}'.hX.. r.:::•i ? ? }`.� ? ?:......... •• n . .. .....: .::::: ,S: !•::• }:; { {Ci:i +y 4': ?f�fi...:r..C•rr{• {...h...�. ^. ?.,.}. { {::.. ^. rf:: :i:V :N. �y�y N�{.} :t�.. f. n.E:n k n.S•r.,v: .... v: ? 1,:,.. r . : <•: f{•:.i::: . ...• : : :.. }:.; ,:..r.Ei:. r.............>:..........}.«. r:>:: �y: • :::::...........•.......x..... (y�::. ....� .�tTnp { ?,andK:f3aeult`s.• :: f.::�..,................ ,:::::: . NA 1 •.� .} h}Y. n � � Y ...E r r . >.:? :. • : }.: ` ?:, ... \. :i :2 { }nY:•'.i •: . }. f.T. v}.. }) }.Y rr .... �:• }.. J..Y. .. >r •: .'Ei. •An fvY.nS: ::.JFh \•.4{•.1.. .:Ti'::: ism:::: ` <:i�:FL:Y::i ,.....,. v�r:�lb ?�aS^Ca:.fl�., to. }r.:2 ?•.. L. h`4•'•{f.o4kY::�ist' :;•n@ :.. }` !SEi. •} M.� {... �• }:.:E.t .i a .,Y,�,::r`...E:..• %... Jr. •: ' :.�} { r, 4 > Y ..E....,. ?,...::.Y:... :�r..•.E ?$?..:r .; .•,..: .. .�.. .;, .,..,•::•.. �t.?>:•..... ta., a•:: rv::<•. s..:..... r., h,... 2.:{:,:.} Y:.?:•::.,{.,...... x....... s....£< �...?... t.,.... ....,.......,£..I�dtiiAYCtit:k' •r.. ,2{� , !!? ?ot,t.. +r...�.::.,.r......:... ... {. z: {• ?. <.::.:: ?: {.:•: {.:;::.;h:.:t 1. A review of section 05210 (Steel Joints 05300 (Metal Deakin,) and 05500 ( Metal Fabrication) b the construction manager (Boeing) is recommended, to determine if any special inspection activities in these areas is desired. All items inspected are CDC Representative: Russell Rocks Conforming MS Non•Conforming mg Manager: C. Weaver to approved plans and specifications. All reports ws considered confidential and we the p opetty of the Client end Wedge Engineering Corporation. Reproduction in whole or on pert without the written per n,eaon of WEC is Iwbrdden. 's. W E D G E ENGINEERING 20420 84th Ave. S., Kent, WA 98032 120i;) ti72.9451 FAX (206) 872 9454 SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * DATE 1./Z5 1 PROJECT NAME 1 C P `I' .p• .' r Q' OTI U TLIZZS ADDRESS 9 c::33 CONTACT PERSON _ 1-.'t - 4 PHONE 662 37 ARCHITECT OR ENGINEER N1I P :ThP PERMIT NUMBER 4 (If previously issued) IC) PLAN CHECK NUMBER 1 — 4 z , TYPE OF REVISION: AMY /1/ /1O SHEET NUMBER(S) c #4P T�� l "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA FEB 2 5 1��1 PERMIT CENTER t1VIOClii AD: • • .. • BI21.,iCE DEES &- ASSOCIATES LandocApxt Arctdtoclure • Uttar' poor p pie r'Msrvo» g ••Hccrealion F>ani4ltr, February 6, 1991 2. Mr. Claire Maybee . B.E.C.E. P.O. Box 3707 MS 4H -07 Seattle, WA 98124 1. Dut ,line far , asphal • • • 3 . C for of barbed w e I. ... 1 • . , . • Job No. 5 -28-05 RE: Waterfront Park - Building Permit Comments . Dear Claire, - have reviewed the comments from Tukwila and propose the following changes to address those comments: Response: The extent of asphalt demolition is shown on Sheet D -1 -4. All asphalt west of the proposed curb Is to be removed. There will be no runoff from the parking lot entering the park. All parking lot runoff is collected In catch basins at the new curb and directed through then- oil /water separator. Response: The closest property lines are approximately 65' west of the existing river bank security fence. This places the property line In the Duwamish River. This is outside the limits of our construction drawings. Response: All security fence materials are black in color. 222 !Lag 16' , ' 's t li. (' I ' t !. 4 1•• {`� •,.,., February 6, 1991 page 2 4. ••• :• . _ 1 11. 1 J. • - ! Response: The pathway lighting is purely aesthetic. There will be sufficient light from the adjacent parking lot lights; therefore, the antique lights that Tukwila objects to will be deleted. 5 - 6 . Runoff into the river from lagdscapp berms Response: The four (4) foot wide strip adjacent to the fence will be seeded to grass or clover to Witter any runoff. Suliding _acgeni_color Sincerely, Response: The accent color will be changed to "Stone ", which is the same color as the existing canopy roofs. BRUCE DEES & AS IATES d'o Aetiroe Jateod Bruce Dees, ASLA ABD:tb TO: FROM: DATE: SUBJECT: 0 r /� ()Aom )411,e6r131, City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Cary 1. VanDusen, Mayor MEMORANDUM a,3 r�1 /99D puPgavozexAS ('.Of /MJ6 4-MXJ (i u4Wiele9i '- ,AST 441.evL) „% , / -/ neo idakrile&fru I needed 64b0 g 4! CJ /1 Z 1 / la %.' 1" . .�r ! Add /41 /awls heifm, 4 ex /1/19,z 1:;W ba_s rflt2 l es'/?Cer U No 01-1) .� frodgai r hew. (&‚i itAtmco /s.� MJQ, Y1,frz // ) 60/041q a ceet �o /trr r�� _., ha �✓n �ovs w4 4 S' . (10/T2. MEMO)/ edo.K.5 ased d -5 / . 04.5 /ev von 11 11 Mahan&DeSalvo CONSULTING ENGINEERS January 28, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -27 (Boeing 9 -12 Cafeteria) 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings, structural calculations, energy calculations, soils report and specifications for your use. Sincerely, Carl Geiger CAG:2 cc: Terry Bennett P.O. Box 3707 M/S 46 -87 Seattle, Washington 98124 -2207 t':ITYnFTi WI A JAN 2.8 MI PERMIT CENTER DATE /2` o 7- �D CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** PROJECT NAME. Z,f26/A/ ) 9--/.2 (.:Ar-km ADDRESS 922.4r Al C ' . 5;5' CONTACT PERSON _ ,GN." 2t PHONE `/jl- - ARCHITECT OR ENGINEER PERMIT NUMBER PLAN CHECK NUMBER 90-y,2 SUBMITTED TO: / 1 i TYPE OF REVISION: (If previously issued) 4e RECEIVED CITY OF TUKWILA J G 1 1 1990 PERMITCENTER S/ S Ywc off- Tv y�'rx t raw in�� , q0. (. \.e . I - 14, . SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. 1 Mahan&DeSalvo CONSULTING ENGINEERS November 26, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -27 (Boeing 9 -12 Cafeteria) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The engineer of record must review the shop drawings and calculations for all structural components designed by others then send a letter to the City confirming that these drawings and calculations have been reviewed and are compatible with the basic structure. To accommodate this requirement, provide a note in the General Notes stating that the above mentioned procedure will occur. 2. The connections of the braced frame do not conform to Section 2722(g)3. Submit revised design and calculations. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. cerely, Carl Geiger CAG :1 cc: The Miller /Hull Partnership 911 Western Avenue, Suite 220 Seattle, Washington 98104 t qb - �1ab 1411 Fourth Avenue Bldg. Seattle, Washington 98101 [1°)1P,1 ', (206) 624.8150 Nov 27 1990 6 / tir 6,k...; A PLANNING U PT. November 26, 1990 Mr. Terry Bennet P.O. Box 3707 MS 46 -87 Seattle, WA 98124 -2207 RE: Site Address: Boein& Cafeteria Reguest for Utility Permit Resubmittal - 90 -426 Dear. Mr. Bennet: The Public Works Department has reviewed the site plan for the above mentioned development, and requests that you resubmit the plan with the following additions /corrections: 1. Provide copies of City of Seattle availability letters and permits for sewer and water. 2. Add the following notes to sheet C -4 (typical trench sections): Provide uniform support under barrel. Compact bedding material to 95% MAX density except directly over pipe. 3. Show 4" minimum depth of 5/8" crushed rock bedding under water lines (sheet C -4). 4. This construction requires frontal improvements along East Marginal Way South. The Boeing Company is currently seeking approval for improvements relative to the Boeing Development Center (of which this building is a part). An agreement is to be executed between Boeing and the City, for the construction of these improvements. Please provide a letter of intent, expressing your willingness to provide these improvements, with your resubmittal. 5. All utilities servicing this building must be underground. 6. The fire system (including hydrant locations, etc.) must be approved by the City of Tukwila Fire Chief. Public works review of these systems is for water service standards only. 9. Provide a landscape irrigation plan (based on the approved landscaping plan). If you have any questions, please feel free to call me at 431-3673. I look forward to hearing from you. 8. Note on plan that all utility construction shall comply with the City of Tukwila standards. sewer, and storm water services from the building to the appropriate public system. The plan should show all downspouts, foundation drains, catch basins, sewer connections, cleanouts, valves, meters, sprinkler vault(s), hydrants, etc. Identify the type and size of all materials. Sincerely, Ross S. Heller Associate Engineer xc: Denise Millard, Permit Coordinator Read File Development File: Boeing Development Center RSH /arc:RSH02:BDVC • Ian Review PROJECT 1s t:5 _ 14 _ " w 9 Sc.ra___CAMTERW_!''514ELI: ADDRESS ci.30B MARathilkl- LZAti a DATE 15 NoV cto . CITY OF TUKWILA 1:001AIENT OP CONfiftINITY DEVELOPMENT PLANisiING DIVISIOA' 4 iep/4v .%/24-Z207 PLAN CHECK NUMBER clo 4z6 P. 17i4A. Re,e)JEt.4) reme,17B 0 ez444 weepatE.6om._Bwrz46 RE 77, CIN ea cofrwErap,___ caysmeriarretpie /Lbw AV 2.1 occopmaci _e.leougL7 C. - 7714 Ne5asztal3E__RearatED ArE _CoistsreedeRoNrfpa_zi2E5i4v4TED_. .SOE ive6IALTI, ze culz. fp:toD op Ma 12Roptugil ea_geOtN4 'TOE 45456" 5tiloc_4771E 1 act Arr orJeEFOiWifIce_willoi edia 15E_ _1341/49 ( 12615WAALMIL____ Afawartio#7.1. ROOM() 7Z) PRE PtWVZVZqkra,4Eeefl.L___ 01F.10 was/ ..Aracapr.OF_11ks nklaenelAnz14__ -ieedairg prepared by: •0 Egewnw 04107/10 Ng Mair4ell "Rati3121 5776 _i E4gee. Ca4 ._.T llAeig troverk _Apfelartos ReostoNs Ise, - NE_PROX.5_ELL rgeM177C1? rae _1113.C. 7218,6E., 46122 AV cippeol Ae4PA104/2 A _6__Tife ‘ixhrit E- H. ‘-f' _______JeZaleg._ •6_,TE fria _ZISED 7 loc47i etZ__BE_Not Lt44.RK 'altY,5 0114 136 5nE.___T4Et 124. • Ian Review PROJECT 1s t:5 _ 14 _ " w 9 Sc.ra___CAMTERW_!''514ELI: ADDRESS ci.30B MARathilkl- LZAti a DATE 15 NoV cto . CITY OF TUKWILA 1:001AIENT OP CONfiftINITY DEVELOPMENT PLANisiING DIVISIOA' 4 iep/4v .%/24-Z207 PLAN CHECK NUMBER clo 4z6 P. 17i4A. Re,e)JEt.4) reme,17B 0 ez444 weepatE.6om._Bwrz46 RE 77, CIN ea cofrwErap,___ caysmeriarretpie /Lbw AV 2.1 occopmaci _e.leougL7 C. - 7714 Ne5asztal3E__RearatED ArE _CoistsreedeRoNrfpa_zi2E5i4v4TED_. .SOE ive6IALTI, ze culz. fp:toD op Ma 12Roptugil ea_geOtN4 'TOE 45456" 5tiloc_4771E 1 act Arr orJeEFOiWifIce_willoi edia 15E_ _1341/49 ( 12615WAALMIL____ Afawartio#7.1. ROOM() 7Z) PRE PtWVZVZqkra,4Eeefl.L___ 01F.10 was/ ..Aracapr.OF_11ks nklaenelAnz14__ -ieedairg prepared by: •0 Egewnw 04107/10 • 1-glArr App4___KATioN i4RoposeD_Foe.__Ist4s_.u.._&: "zfigiol. 7s.t.lista_logolmeto ciAL , A Tipezr-i„Lfwzi TN.,Pco :4 iliv iszab_Fgacer_tamile a., • • • .•=x4 N. 1:tzmfttso 114 • A AP cera Nciv6 7,4 lmnotv:Fauti-vit4 . 1 ...Lt •.-e-a - ro izs 5014g1 uiNcti 1 - ■ r kiaiDerAitiAsalisei 4 , weselextrKeptLex-i_j_e. i . i Ilt 441 ' 1,, ,' Af / 1,6 .14k 11 1 iit.i ' i . 1, • I • 1.1,,_ - ir I. 1 . .,,5 riodow yiPR" _ilni•W• , , i ilf..,' 1..../ .. .r. 4.. 1 ......i .i/ i ...e. ^ if ,,,,it Plan Review PROJECT Z o s t i LZ c Farouk_ ADDRESS Cisoa_s_ r PLAN CHECK NUMBER 90-426, 1E Z 04107110 CITY OP ruKwILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , PLANNING DIVISION ADDRESS 930 5, iviAmittAt 4.)11.,16/ DATE 14 NOV 90 OCCUPANCY GROUP '3QF 2 t 1 * TYPE OF CONSTRUCTION - ✓" Plan Review PROJECT 3oE _4 c_ Amr ,& a_1.aF LOCATION ON PROPERTY —N-0 e i +It " coots C1` A .Gi "; FLOOR AREA 6 1 OCCUPANT LOAD ' EXIT REQUIREMENTS yAN CHAPTER 51 -10, W A C CITY OF TUKWILA Iaf: PARTt/ENT OF COMAIUNI1 T)/ ,'r.:l.u/'. %f /. PLANNING !)I VISION Lk BUILDING HT. / NO. STORIES 361 6.5.x, ¢aLQ DETAILED REQUIREMENT OCCUPANCY�Z�I�1,�1i TYPE OF CONSTRUCTIO PART V, CHAPTER 23, U.B.C. W.S. E.C. prepared by: PLAN CHECK NUMBER C ID- -4260 NV 7171, TOMIF: 4027.-f1.7.07741411W .4178/10 �: ,► ' 1► .0• r • . R il- 4 0 ' , . : 1 , . 'r , i �/.._J.. ! 1 ,. • , :.,' / . . I m awe • • ! O. %Gi b ONOMIIIIMOOMMIWOMPOP MIMINENINO TIM • Project : Boeing Cateter. i a No. 09•-012 Tukwila Date: I: BUILDING CONSTRUCTION CALCULATED U VALVUES A. ROOF: B.OPAQUE EXTERIOR WALL: C. GLAZING RECEIVED CITY OF TUKWILA NOV t 1990 PERMIT CENTER ENERGY LOAD_, CALCU,LAT.ION.S August 22, 1990 Calculations Made fay: I. Simkin Material: O.A. Film Roof Membrane R -30 Insulation Inside Air Film R Value: 0.17 30.0 0.61 ER = 30.77 Material: R Value: Outside Air Film 0.17 Metal. Sidings - 1/2" Plywood 0.47 2 Layers Felt 0.12 • R -11 Insulation 11.0 5/8" GWB 0.56 Inside Air Film 0.68 Material: R Value: Outside Air Film 0.17 , Glazing (Per Mfg.) 1.92 Inside Air Film 0.68 D. SKYLIGHT Material: Outside Air Film Glazing (Per Mfg.) Inside Air Film R Value: 0.17 1.79 0.61 ER = 2.57 > U o = .032 BJU ER = 13.0 > U = .077 BTU Fr.HR. ER = 2.77 > U = .036 BgU > U _ .039 .HR. .HR. II. BUILDING COMPONENT ENERGY C7UCUL1AT _..- _.HEAT LOSS A. Washington Energy Code 1. Chapter 4, Section 404 2. Wall System 3. Roof System B. 1. Wall System Component: U Wall: 0.25 Roof System: 0.035 2. Roof System UrAr 4.0 a A + A U = U + U U = U + U ., A + A 4. Table 4 -3, Maximum Allowed U Values U =. A + AgUg = (5,092)(.077) + (2,364)(.36) _ .17 A + A (5,092) + (2,364) EXTERIOR WALL SYSTEM IS. LESS THAN .25 AND COMPLIES WITH WASHINGTON STATE ENERGY CODE. .032)(9,104)+ (.39)(24) (9,104) + (24) ROOF SYSTEM IS LESS THAN 0.035 AND BUILDING COMPLIES WITH WASHINGTON STATE ENERGY CODE. .033 III. CALCULATION OF PERCENT GLAZING FOR CODE COMPLIANCE A. Maximum allowable is 32% (Washington State Energy Code, Table 6.5) B. Gross Exterior. Wall N 1,120 Sq, Ft. S 1,120 E 2,608 7,456 C. Glazing N 348 Sq. Ft. S... 348. E 96 1 L 5 7 2 2,364 D. 'Gl azingr = 2 364 = 31.7% dross Ext Wa17 7,456 BUILDING COMPLIES WITH WASHINGTON STATE ENERGY CODE GUIDELINES. , ..• , ! ITEM, .-- • ATu • . AREA I U A 00 . I.•••• •", .. , '......./......= '11. I <1 2 "..- .00r I t" . . WALL . Psti .170,7 • . -,..0 , ; 05 ■ : (3 ,-.., I : 5( :_ • . oART,T.C.4 .1" 1 Eki ! U 1 AREA 1 !,2 z I= l'' 1...-1 „ S . , . c . 0 C G .2 - ,. .k .. - I- ..z: .,,B I,,N4 i 2 , 4 ._ ' 1 , .i.00R : 0 . 11 !--- . ...Oen i t _______ 1 ,- 7.- te■ d‘ , 8 1_, _ ___, I° 441g , i ......--; TOTAL i-------i : MAX I- - : u. I ,- tO i n i 0 . u.. .c , GGLAstikss :.,: l A t kEA .2 s. Il = ;._____ I AREA 7 7CLF i P.E. = CLF s....wo R .s 0 • g: u,: = - 5...ce . .- , t 0_0 . 0; -1 0 ,w . . v . .i 5 , M11:111. 111.- II • I!! - 4- 1 1:- -, I , : I,. ! I 5..0E0 10•So...0€ z,..trPliwl.T.ugu • , i waprimo -..;i:.1ZI. mai , o GLASS '''''S.,•INCI -...••••-• I ! GLASS ■ A a c a I 11 et1 ....M.. LT 4 3 s•••41 bffill11116.11ENDIVIIIVAIL, I N , C . C s D ,,, E 0 0 7 0:0 C OOLING LOA 0 S U M MAR Y 0-SENSiSLE Ie' AT TO AA • • 01.41 t LO•D r • 0 1 .1. :4 1 1DTA. .71 .7.5?-tr3P 1N:4 0E14 • 1,r. • •ND a .a co,331ne••■•43 Eve;mEE.S IstC nit fol.. DA 30.311 • C.i NA USE raCTOR s _ i I E.TER 1 PEORI sr., ...4• , ■ TuAE .0 OT ; 0. I , C 3 .!.... , < •t 12, 3 . 0 .; •o .5. It■ .: - 0 is- .5 ! sctu • i .1,1 .- -. 1 . 1. . _ ...3 1 1 ....c EE: .svy O1. S , • A CC va .....:.•AD EiL•SSt EA AEAAVETEA • .67 uCTUAN AdA• i 3 ,,, en, NA *Ea NaTT • suATTS • ..Z 1 3 ,..E....a aT ata 1 1:: SCF•a • i , E 1 . _______L______1 -ucno. TO aErura. oval .3T - -I - ... 3) ..i. r. , . 1 6 ,,,,,_ e. - .4 Nu•AEE. Cr EACN 'TEM . ... • . . • • . i • .± 1 -•.1 CI . ; 0 17 4'4 < a , -., ,,,,,,,,,,.. . -4,0 •.. al..) •.-- 0-LATENT eraC 5 1 aC I ;77 SURTOTAL ROOM 04ENSDIE SURTOTAi. - FACTOR SUMT DUCT %LE...GE - %NEAT GA. ROOM SUSTOTAL DEDUCT FROM mow OOLING HEATING 5 U ens 0-SENSIBLE. 13TUIHR , .€TR0c..SE.641LE UENTILATAIA1 AAA .f1512X2 0-LATENT. BTUHR ..AI 0. I = r•-___ . 0-LATENT sustoTat I " 51~ AaR CPU /LASED ON A SUPRA TEAM F ,I•COuo.socoeul L 1 • .0 • IT-. zocar. *0.1.mvort RANO OF iNTEASAI. TO GRANO 101.4. SAFETY FACTOR % .TO:TAL aapt•UP FACTOR GRANO TOTAL eTTE SUBTOTAL NukeptiCATIONI r 1-7 Li —4 t 1 1 1 DESIGN COND T S FUR �(! 1 I LOAD CALCULATIONS FOR � _ LATITUDE . oFFllD.�rLY RANGE .____F .._ ! ..Sherei SUMMER MONTH n.1. 1VINTER 47 19 Nn . .. .� �__._ . .. M. 1 �1 �+ F- QQ , of / _ Da. _ wa w DD W 1 CIeu1N F7 /lo f+ 00 No . ) a.7..___....__. '9" t o k�J" . . „ . Drawing No _. .... INSIDE /yf4/� Chuckud 8y A By ,, . „ DIFfEFL S ..z It INTERNAL COOLING LOADS — r — EXTERNAL COOLING IOADS F. n 'I T 9 As N a A 1 L tP 2 O m C r g � n C E 11 W 5C f N.e'1 e'LGN! a 14..145 SOLAR G m FS O 1v r. - it?_ CONDUCTION 8 8 • LATENT I LOAD 'rd O.. • k . c , 0 LOAD CALCULATIONS owd jULY /1 19 cio man, fr4? Llep.-444.16/ b1/416 CumpuieLl By /t 4 9M 4 / 4 1/4 [f a Fa 11 Chtx: F 4 13.CE4 Forti_ vEczN/Rzy sti„„,110 01 7 .JotjNo Drarang Na 3 P1 CONDUCTION :DP IL tr ./ qt. • F m 1;•. kud Oy „ INTERNAL COOLING LOADS Loup, •.tup a • SOUR 1 " DESIGa CONDITIONS FOR LATITUDE . DAILY RANGE __F - 1S . U1.4;,4ER - MONTN WINTER Op_ Wfl W . „., OUTSIDE INSIDE . . DIFFER. em gc7 le) ter To Z , .iI i.i -■- 5 -- 1;:1111111.,___••41111.11111111111101 Canmor:Qt.ansies.w... • raia•zra MIN ITEM ALL WALL W4. GLASS CLASS ITEM U AREA Ux A PARTIToON CEILING FLOOR FLOOR u en, INAPT -T1 AREA Fr U.A enf . ' I SUM ; — I TOTAL r ^•••••■ swce Sg. 1 - - "PI ITEM AREA COFFP ,No • AREA CIF GLASS I L 'LASS -r-- . TOTAL SymOTO SNAOTO CLF GLASS DE° CLASS froSPo.Copo I rroot ‘..PIS 1 2-13_r 1 • SITX oh.D • t r- 3 coo ..c • ..., lc, != . •,.. 3 m 1: I "::.s.A' I ETZT. I 4°A I 9 rf,.,....1 :,- 0 0 i 1 :-_, :?..• . -J 1 nmE 1 y ESN° I i I 1 ,_ w . _ 2 2' i > , := 2 , = ir- , ---------..'--- . z ! :N Ci L % •.OI i 0 ! 43 t nl ,_,..y ..,,, ,,..:::::„.. AIR ..1. . -.roc . 0 omc noN ro 12€11AN Aoli 1 . = ! • < 4 1.1 1 i CCE_So. . . . a o 1 5 I __ ----r--- . o:uSoii*I — ii;. < 1 ,--R erEm 1 a • --) 1.- 1 .., - :-. mimes. sum • EOIAPvENT o a LI r.O.P‘f aa TIVC9j — E oo 10 Af r..Rs YA • t.14, s FOO,^•,(40 STU Noo USE P.CTOR .0A= TAM VSUJES CLIO. CORRECTED CLIO LATrt cctc4 03RIS PoSJO Ha _ «ft t OUTS= 1.CMOT Moo _ _ MR IMO IIMIIMMIELIIIII= SAB— ME MN 111•0111111=11 Wie4rM11111/111111 102 Ma= 1111 a • Ot NYIA m■0'.1,-15S, T.? PE•s°E Not I NTI ctF • hr. ftr a.. 7 .:004,104iNtya SC,ISE I AS MC Ulf Noi.C4C.• sl..00acos 3732:1 COOLING LOAD SUMMARY 0-SENSIBLE 0-LATENT I MOS 54j4I AREA:c&Fj AREA • CLF SulITOTAL ROW 0-SENOINLE SaTOTAL FACTOR SOFAS DUCT .7.EW�. CoMP4 1100.4 SUIIMPA. DEDUCT FU Poou RAITOTAS 0-LMINT SOBTOTAL Suffix a Cna RASED oto A Rof•Ly Pia Of • 11•00mOSEMPIPLEI N) • ET—. NET ROOM SEMPOPUE oTTLATON - ROOm St NORLE 11E* f PIA110 CI-LATE EITU;NR • CP-4. INFRIFTENT Ass ;woo Of mpEowAL GRANO TOM b waist nrC SAFETY r.crca P1014101FACT0R am° TOTAL L. Li NLAATOCATCM RAW CPSO MLT 0 0 O 2 5 L7 0 0 0 y 3 Z O W O 5-I Rut K •Irk.aTiCoo *0 ITEM RapTR10.. CILa+G FLOOR FLOOR START TIDE 1 ITEM GLASS GLASS GLASS RE.T TO rE':LR�..Ia• �>iIa@11172 RIu •EORE OU••.C (Olaa.(NT G•..OtOT.t • CS • Q M•S.uLE scru. R vt•RLAFo. 40.0 R.00u Su411074 .O0 •(at TO RI TUIY. 401- 4 044 4 . DUCT 04.4 COQ •.G E01*••1•T LOAD s..ET• \ •074 O5 SUM { ART ROCCEO TRUE KSAO AREA VC TOTAL AREA U.A . IT L aMQ (OEFF, vuTT3 KULST TO v F. NN TOTAL STLRR L6('FCTOII aML7 40s•• — MEMO 42 . 160M 01 U. a 0 tr wtl LN0CL.SSI117 3 •I 5TMM PS•••.TT• Twant• R QttEU C.C. rt1 i I rT I V tut raCTOR. sc.. Iiairelmf- il MAX ' SHG f ra ml a AREA % CLF M ma (*Car 1001T, OF 0I0130G.0I(RIGIl*T04G400 .IR C0•pTONIA.G I NOJNEIRSIMC RTIR Tv. CwR,NI,uu... G. 3731 at COOLING LOAD SUMMARY AREA . CLF AREA . CLF . I- -...J FRACTION 70 R(TLRN •w 1T I O- SENSIBLE O•LATENT M SUIT0r4 S11T0T4 ROOM GSER.AKE SUITOT4 • F - FACTOR SIIF1Y MKT t. L1Arta0E - - • KATGAaW ROO. SLRtt0AL DEP=FROM ROOM NET 10041 SOWS( KMTLatON QLJTSNS SUSTOTFL \MC? L w0( Roo. o■TENr mmi SLOW/ .4.1 CIU 1+5(0 •WM:I TOO. OF 6 ' Roe.. OSEa0OLD 1 • 17....• l RGOM uNs+t(• RppILIT + r ` Roca W09*LI REFS NATO L I 1 1 I 1 1 1 afLTM1E.R aaa aM 7074 3AF[Tr IMCTw__n I PORN FACTOR I WOAD TO144 P1110 mervIkAL LOA01 SUITOT L 1.70 DF MT(RNALTD GR*O TOT4 .4R•01CLTO4 AR• 1// %'0i•' I - w 1 1105 1 It al I w 0 0 z J ...LT. as 5 J EGMEga WSJ t71111114'11:301 te MEI GLASS GLASS GLASS GLASS !- , A„^TO.t -.- m..SW 0 U • • OA EuT n.LL .0 GLASS Er7 •fa..iTER. PC TO T(TtyN ATM !TEM SCTY • , MJ SUM / STIR .COOED Taw WS..? VEU lLitto• SCTY • , 10 al MTA.TCM LOAD .COY SUBTOTAL •ZO at TO KTLVM AM • •ETU.. DUCT Gast COO C. (Ot••.EM LOAD WV ' CTD4 _ \ TOTAL OS Gt. VO TOTAL - OS - D: TOTAL AREA TDTK ST+RT .07% MLJAST C•• (TIM • Lei MOON .r TOTAL ' t Tut AGE S.. •TU•e.E.. vn- •rREi. Q Tru .Z.0.1 MIS. 37S " Tc rA.�OR SC.+ AtT •••c i �A + I L./ /V COOUNG LOAD SUMMARY O- SoNSIBI'E 0-LATENT �� 1 MAX yYD(�S tort. AREA CLF .i . •.l C•-S0CrTT or .•t aT...G.•ET TUGEA.i•..G aft0 .4 CO..T.O•....G T••G.ull•S..••C trisl.w.CKr.YE.•.w. W lain 0.s T - 1 .. j .. iT AREA M Cts CLF AREA CLF SUBTOTAL SLETOTK WQ.GS(ML .L smuts:. • s. PACTOR SUPPLY ONCT %LEAKAGE- %TER GAM MOM StISTOUS wYRS• TMCTO.r TOKTUw AM 1 D(OUXTti1DY ROOM KTOCOASEMEILE KMTIATOR &LATL.R SUISTOTK % DUCT LEAKAGE ROOM O•MT(NT Kau UM"( ROCAA LAT ROOM SMILE KAT MTO SUPPLY AA CTT. ■SED ON I SUPPLY MO OF 1 is WOO. GsSp•SSItIl t0 • COOONG 0-SENSIBLE. BTUIHR Y — /10' 0-LATENT. BTWHR M M s21 Z L1 r62ttit.R aw TOTAL SAFETY sKTp___-% .OW TACTOR WA.O TOTAL 1LL_ sal MAK LLETOTAL L E KATO 0 MT(R..K TO ORYOTDTK +KA•OOK.ATOB Sm. �� 1 t^L I 0 z M LT . u. Q 5 SUM /I TOTAL trEM 1 f AREA GLASS utLU.'atD NAO[0 GLASS GLASS GLASS TOTAL R 7.771 Ba1tAST iallin f t If ® ®� YO.•0. if lka= G7[tf�s . O� PEOPLE tO.•AuE AF Tut T wT. ATO LOAD •00.• SUBTOTAL ASS .4 AT TO. .1– w .. ETIAA. A RETuMKTGA T. 4 Vh CO..G EO.t4T LOAD wit FACTOR A. 0 0 7 . OS G.•.O TOTAL OS 0 START Tut ( AMP.; . 00 3 010 . AT TO AP.; AA . I X.. ITU.. .tR ...TT. TTL. BATE.. IA..rttY SAWIL COSH. TO iOiAL BT••i. USE P•CTo. WATTAGE MAX SHG ++ Pa m1 • AREA * CLF T -- � - •.CTDA. •. OT • ISW CO U • • O. E TT wKL ••0 GASS. tR K..tt7E11• -••E w. SOCJfTT O• ..1.7146..tT..Gt.A7..6 v.0 vv. CO..oT.O..4G I.e.A4114S,.4C .11,, T.... C.w.YE,A.4... GA X021 Cs., 0, 1 .T ]T AREA +.CLF • •X470. $CT Aw ...o � =?: t I IP COOLING LOAD SUMMARY 0-SENSIBLE 0-LATENT M AREA . CLF SUf70TK St/1MM.00..0•SEYLeLE 11011701 11 • P• /.47001 SUPPLY MCI \K.ta=t. _ as Gan R00•• 1U/TOTAL v.T7 S sa.0 OS TO WU.. AW DM= Maw ; u L17 .00•• SEWALL � — VE YTL.TOw AUL OUTDO SUBTOTAL _ 0U47UWGE .00.. 0•ATEV7 COOLIN .OM SE*sa1E • VOW 1AT 1100•• Wd*.7 ..EAT RETIO Sway 171/ 8AUE00N A11IPLYTEYS CO t T1 .•.00..01[45.8113 770 • R.�.•T,,;,,.T G 0-SENSIBLE. BTWHR C. 1 r¢°1 l { iktllt L 1 1 1 arm' TAALTAIYT AA S JITYSACTO L 1.014. ACT001 C.A.OTOGL arra . LD.08 RAT0 0. uTEw..L 70 GRa10 T07AL Ut SENSIEtE HEAT RATIO= 01; - 01 r 1. 11111LXIIIIIM19 III III II v G . le 0 N� 4 a ENTHALPY -TN„ per lb oI dry a,r and otwooled moray,. a. • • 1111 111% 1 1I /1 4I1r11r111111/11%11' /II111/ 11111111 % 11711 'i1r611P1ir11141I'l1%I191I/, 1111 /.II /111 /%11%11 1 ' rt 9 pk if OW :1! , 1 10,04,0,414),4 frfilOfftilf i►� �l� 1,4� ,0. 4 1 0 470 1 7 1 1M1111 1�1 1 IKI 111 1 0 1 1111 l 11 / I ►! % !1' . %a11 ►1' 1% '/ ► / r � '� � ' ��/ .'►1''l.�Li►�' N i Pyi i vil 40. ��' �'.' i� ;11141 s j l.�rz: ►� �{ �► 41; � = 1 TS b►, .p idrit ,i /11.r//1.t/►.i/,i► .. � � �' ►�' Il "�1 1, /% !J l,1�'!1► F 1 g i�'h � ro ��l�04 1 1141; ` !111 r Ki l/,//1.141r1�4 /,II.ili .liki '1 '/I.�► f 011` 1� /.I /ri�1�11!O11 r:OI 1 / 1�' ri1 1 ' i / , ►Iii l P ,1'411 /7.11 '/:l '4141 / .1 111 1111` ►_/. 1 !I I �irii��' L/ /�G1t.�1'41 1'11 ►,ti1r1��1%lr�r;!►i,j�i: 111/01, Ii41.lV /ll►.' ► N ►`►it/,lrltir '111 I pilO ';o „Ili Fi A Ini��rEVIWIAir3 /RIMIrbatiria5 g4IVA. 1 4 l/l 'till �/l"IFemit 1 11'/1 n i /r%!!1 d 21:1 7►►.1 / I a ►lriil12 111 '117,7171'1 71 ° /174111 4VvillrT I%Ir1. /�►.�r7M . I :1 111 ►,1► M11l1%01t 1r,►_:il'lr.l /• I A .11� 5. .11 9.4111 ► ri w � '/ 111 /� 1 / /l /,.�lll►I /i►T ►49I�►�K' / 1111► it /,l / : /!� ►�1l /� /��/ %PI1,11', 'ai! /I / ► i . 1 K/ 711101111IUU •Ir,1611.!rstl•Jjl1/U:1i1IMPIR 211.1 1►!e ►.�II/. 1 1► 1117/ .111'/I'111►ILI!ij'11/I /I�11/iI /.11/19111►/ / /14 1 %1 s11'11411'.U411'i1. ,1 /,19VO411191/11M1/1/U171'4i,7,11/ 71 ►11/ p1511/11:1jl ►•i►K11i�.1►;11/,11►1. 6 IrI%1ilmori1%r%I%1�1►/U1�'/1 or.I�''1 roz oI4I1.1�/I,�IC!Ib�� =►.mar!%1. 1 r.i4..d r,mid►i161rurpi 416I171::!i�vamps /Ipa I/, oil /I►:Il�ar,r. 1 4!Lri I ris /111.1 /I ►11 /1 /.I.G' /1211 111711, Ir: 11, 11 %11.rA1/ % �� 61Y11 /•1111%►. 1 )Y /1 /1171 /110// I %10191 //1►, 11911 %1C711%I1 /,1114191 % I• 16141' /! %j/171I17111 0 11/411 07 M1111MIIIIPM1►11 1I11 / 1111 ' 111.1 1111911►►leiilq.11/1.11um. y/1141 1 /1 %1IIIMMIU 1114 111 /111: v 1 //I Y1.411 It .161.411/,11'//:1'/11/110I A 1 %1 ► . 1 '417111,Ir,1�41414D,1�i /1174►Y I� 1 I' 111/, 11'. m'& I/, s; 1� 1! i ► ►.IIr.11 /.1i►11 /11l%i1/111411i U! ii11 b. 1 tr ur1/, 1/ 111, 1/.a rrer /l%101nI'/100r71T(i11/•1141! 11171' /:IIIr/Il/i1'/II�1rrop1rri /1:111/11//.. .I 0Di1'/F71�Ilir/ X117 I' ID, 11' rl /l•'r1►117(1►' /pVer11�:11 %Il /111 /'111' /11 ►,:1 '111611il1 'l I/, I/ 1111% i` II4 I/ I'1I'i1 /,11/0'/r1I,A/ID10' /1G:' P/ INI /,11:41'21121,iAVi11/11!i�r.% 111 /111 11/,111 1 IR OWiI% /IMIK,Ildi%D4r•1I%1 /,1I/�i /•01► 111111110 01141141101 /,iir:il'i IMI411 /:1D,111►i11 %!:. % 1 1 111:1 /,l/,pl/i1 0111 / /17I50G1111'iRI sir /16111211 /1 /,11KINII/ III. 11►! i /AIMI1:IIr,111,111E�41 /,11151 ►_:'•x/11911 1 Ill //l/,I/.11,l/i1/l'illlyil'/.:T. 1111! 11111 / 11141' /1j11111 /Ors it .11i11'+11 /,11l711i.•11%I1111I U r /x11611. 111 / 1171111Np1'1'/1%1Kdi ' '4Ir•1 111 / 1110 /II:11�►1/1j/1111!ii'711/11A► 111/ 111iI1 .11r111!.rli,!Il/,/I/rrlii 1'i1' 111'' /Dilll:.l%1+,11114111I51171N 1101 1 /isIiII it %II. .111 11/111r . 1 i 1 MI drar41► 11 ►.: 111% 14th' 1' JIlII %tl /,ll'�11 %11/.0i611:i141I' II' Il I %II/I�Ihll /E:i'i11:1l: UID,1 .1 I /.II,D,I /,!Li1' /1'/1411.1111:4 /.I1'iIN101A�Il AINIK1171D11.11Ii1•i1191 Ii1�4`:i/1I&III IPiIIr /11 �%IlI%1r%11 1 :!1 ! U I / /1! :11 7171 /111/19I/,IUm III, III / /.II /II.I1►i�i, 11111 /i1.IC!AIr111 /11 /I:►,ti.► /!:'r, 111► 1AI /,I11►111 /,1ma I 1VVI' 1r11MI 1►'�I11M '/ I!G'F.1 11111711 /111111:I711111'I /11,x,:: 11/.111' /I11:IU,111G1115199 r;illlr 1 p ,1'1141%10�r.1V'll'iI6IFAMI� 111 �D.� OIMIEI11%117 %IMI►i111111411':�1�/1141 rlI ��II /,1116!MINPr /IlI% I,I4I'II, 11p1I1I4I /111 /1 /IPh► /,I1/1� /1 /11►11.P41 �'/III11011.1171141 1 11/11I'I11�/11•.11 //¢11/111117: /,1 /,1 //� ► 1111171 ►1!r`..1�rI;�1►,11/ 1111 /,111 OEM /,I�J1 /11 "i11�'1Il% 111.11 ' /11ij11 /II /I1I/:iStr /,/111 /111 ►,i2 I 1111111 0 IVA I:: /.(71 /,111! vI Di 11411/11/,111'11 /,14.41,411 1h'41 U11I ►11711! III0.1: 3911:!1 / I II'II I Ir.0 I 11 %171 1 911,11.11310W11'II/.11' 1111/,11'/1171P711!' 1111+1/ 1/. I:14II ill ►il ►i r, IEillhll 4I'iI 114 /1 II /1111!''1111!/11 141 /1111 I / ` It 111 ►III / �:I /:i1 , . _�,►1.1 11 , C ri"' �II1 "/I41J 11 /,11 111► ►.'./ �i I1r111r .• i " I M,1/Ir /1,71 111 / 1iD1141r11i1 ,! /,1�14 1l►i11/1! 4 I ' ll 111 /111 111 /11 /i11 / /11!r.oll► 1 4 1" 4 4 ►. 1111' 111, l►% I6�171 111P11t'I. ►,11►i;1L ail4I11 %111/11/111r111r'�'. ►:i1 1i111 1 t //11.Ir 1'2161p/1' 4111191 / 'r1141111'"1 /IIr11'71Ii41r1 v/ i1611p711/ �1�9111 7111%111%/ii'1�11/ / 1111 l /�► 1111 . /1 /1►1l� %r ►..1 %�i1a►,1r/1I.11 11 ► / IIIl1I/ 1' ri1 .1I141II ►I:.6. i 1 11t4 /rl� 1' 1 / �:. III 1111 /l /.114111111►'/11' 11 ►i /1►il!1 /1 Ill�l 1111 III tl ►,1 /1 /.11111:i�1 %1111,1 1 % 1 1 11 /l /.iNIrt�t in 1/11141'/l/11411 il I!: /11�111 11 III, �II 11/ iwn : i .I,II' 111 1/.111 1l1:11 ►ii!IJ11 I 1 /,1/il %1:. /,11'ilI /,1/ 710 /1111111.II1IIP.' '/,IIPl1UNNI1Iii1:11 /1 I'/' UI:O /11/1•.1 i1lr/1111 %111/,1 In s. a RAMS of POUND OF DRY Ala 1 11. !' 11'4 /1 /91 1 111 II1111 11117/ 1 11 ,1 1.911!'1/ 111411,,41 1►i11141I.Kr;://11I/,Irr . = / ! 1 I P 1 Irll1' /1I,,�►1l1 I !l14II 11r l116i►I 1 111 1S 1 r�, �i� I011r1 1 `P�1 11 /, 111,111r111r1r 1 j +;1111. /11 i� =9lii/ .ill r0lll 1.1 11 111/1 / 111111, ANL.�i .1�/I V11141 rj: 1111 /11 /./ilrilrriii51� 1 A 1 o a et / DEWPOINT TEMPERATURE -'F ' s %‘ . a a is 11 Ali 1111 1111110 III I1 11'1 411 ■111111liIIiI11' 6 m 8 II 9 TO: FROM: DATE: SUBJECT: (10 /T2.MEMO) City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM ma_Nala_tt 50A v ) 11.1 i • 13act -eo O C±ob 3L► !�C 1O El-e_ase d o u ct r_o,\ cms EQC 00 WO 4075 m+E v. 7033 APPROVED APPROVED • ✓ �..Y 4c • .1, ` # rou)t : ; r r i ? , S '.f I h p 1 :+ r 'P S L-Jr - 'r , r .•{ f v r,, • i :• d y e .t /'.. I f f:4 IIIIIIIIIIIi1IIIIIIIIIIII JIFIts `L.`I'I IIIII.IILIII:I'111111IILI j'I1I1 III 111 II I'IIIIIIIiIIIIIIIIII 1111 11 II 11111111 0 16THSINCH 1 2 • 3 4 5 6 7 8 NOTE: If the micrrfilmed document is less clear than this notice, it is due to the quality of the original document. OC 6Z 84 LZ 93 f11111 II 1 )IIIIIIIII,f111111,1111111 5Z 4 73 CZ Z l I Z O z 6l 031 III! IIIIIi II1 1 11III11�l�II11 IIII111 1111 1 il li lilllihilillilliilllll 1.1 91 91 Tit Cl 31 11 01. 6 e L ' 1 l ` I I 11111111111IIIII II111111IiII! 1111111IIIL, IIIIII11I11111191IIIIlil111II1111IIIIlIl11111 41111I111i1111 L . ,. '.S � - <'@ r ', • s F; .+ , s�x.31 M •l `; ,.: , P �, � ^ ' � r 'mss -+r r T ',*k tZ7 •: ,' r,, REGISTERED • AkCHtTELT RUe ins Hutt Wit 4 wftsiorf(' P APPRO, ED BY ... Y ,r w..r-v ✓siJAyluG. 1 I I I 't 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 10 11 f' ""KRIM)" 12 i,1'Pa at t r, TITLE SHEET 'CAFETERIA #9 -12 BUILDING SEATTLE, WA. CONTRACT DOCUMENTS / OCTOBER 5, 1990 LAST REVISION SHEET JOB NO SYMBOL DATE Fit LE, LIT IV OA VICINYTY MAP, • Mw r ^�LT 3fw•• f.•y. C« ?l�rr 7 • 7 J SITE MAP FETERI • .\a to SLIP NO. 6 A•* .... IssT nft =i sr 31 •, y,r+`I,vi Ott AP c , 1 0 r 9 -77 ) " • ..: e j --11 ; ..t,.>. < 1t - * F ; - �n ) I1 sT 9 -51 • +� � ',4 417°‘1"'4 4f:41:4 156 r: 1 '.S •�. • Gor • 1 • 4 = . rim ' 1 RAINIER BEACH 7/TN $T • N,, f V . fM w`U °m,,lr • r oneglo t. s ?10tH •r S sfr• a ait fill "Ns; - • r • 1 •••u. -s 4 ITCH 1 tr �` R1Ir.. o a w 0 rq„ rr GATE J 28 ;a.; ARCHITECT THE MILLER/HULL PARTNERSHIP 911 WESTERN AVE. SUITE 220 SEATTLE, WA 98104 206682- 6837' 'E W EA EIEC ELEv GENERAL NOTES 1. M work sham be in conformance with applicable codes and local building requirements, which'fnciude 1988 editkins of UBC, UMC, Uniform Flre Code, and WA State Energy Code. 2. Contractor shall verify all dimensions shown on the drawing before commencing with work. Any discrepancies shall be brought to the attention of the Architect prior to starting any construction to the area concerned. DO NOT SCALE DRAWINGS. 3. DImensians are to face of concrete or face of stud, unless noted otherwise. 4. Partitions and walls not otherwise dimensioned shall be located flush with reference to column or adjacent wall Lace, or with reference to cernerline of column. 5. Whereon any of the drawings or details, a porlidn of the work is shown and/or detailed, and the remainder is indicated in ou kne, the parts shown and/or detailed shall apply to all ther like portions ot the work. 6. Prior to and during the work, contractor shall verify oxisting conditions and any conditions Inconsistent or problematic with regard to the intent of the drawings shall be brought to the attention of the architect prior to starting or continuing woic'in the area concerned. 7. Coordinate all operations with Owner, such as areas Used for material storage, access to and from site, timing q of work, special considerat ons of noisy operations. Install dust and noise barriers as rquired to protect existing facilities and to maintain environment suitable to permit continued operation of adjacent facilities. 8. Provide sufficient grounds in wails for supporting counters, cabinets, etc., as required. 9. Coordinate and provide required penetrations and patching with individual subcontractors to suit new work. 10. Vertical dimensions are typically referenced from structural sub -floor to top of steel structural member unless noted otherwise. :ABBREVIATIONS' A 8 ANCHOR 8011 ACOUS ACOUSTICAL • A F F. ABOVE FINISH FLOOR AGGR. AGGREGATE ALUM ALLlANl1M, APPROX. APPROXIMATE ARCH ARCHITECTURAL ASPH. ASPHALT A.0 ATRCONDITIONING/ ASPHALT A D, AREA DRAIN ADJ. ADJUSTABLE/ ADJACENT A.P. ACCESS PANEL ALT. ALTERNATE AUTO. AUTOMATIC 0 P. BUILDING PAPER B 0 F. BOTTOM OF FOOTING B M BENCH MARK 9D BOARD BET. BETWEEN BLDG. BUILDING BITUM BITUMINOUS ILK BLOCK BLK G. BLOCKING PAT BEAM, 801. BOTTOM G.L CENTERLINE CLG, CEILING CONC. CONCRETE C.B. CATCH BASIN C.I. CAST IRON 'CONTROL JOINT C.0 CLEAN OUT Cw COLD WATER CAB CABINET CEM. CEMENT CER. CERAMIC CER. T. CERAMIC TILE C FLASH. COUNTER FLASH CH.1 CHAIN LINK CLR CLEAR CNTR. COUNTER COL. COLU'AI CON D, CONDITION CONST. CONSTRUCTION CONT. CONTINUOUS CONi "R. CONTRACTOR COR CORNER CORR CORRIDOR CTSK. COLNTERSINK CTR CENTER 0 (MN D A DOUBLE ACTING DBL DOUBLE DEPT. DEPARTMENT 0:F. DRINKING FOUNTAIN DIA .DIAMETER DiSP DISPENSER DWG DRAWING D DOWNSPOUT DTL DETAIL MAC. DIAGONAL DM DIMENSION DN DOWN DO DITTO (REPEAT REM) OR DOOR DWR ORAWER EACH WAY EACH ELECTRICAL ELE VATbR K. P. F. F. ENGINEERS, INC 1201 THIRD AVE., SUITE 900 SEATTLE, WA 98101 206-622 -5822 Ex 7 . 0 E.A.G. EXHAUST AIR GRILLE E.J. EXPANSION JOINT EL. ELEVATION ENAM NOME E0 EQUAL EXIT, EXHAUST EXT. t EXTERIOR E.W.C. ELECTRIC WATER COOLER F.D. F.E F.E.C. F.F. F.FLR. F.H. F.H.C. F.1.0. F.L. F.O.:.C. F.0 C F.0 m. F.O.S. F.P. F.S. FT. FURR. FDN. 'FIN FIx FIXT .FLR F.M.C. FTG. 0I GA GALV GE. GR . GYP. HVAC HORIZ HR, HGT HCPD•D. HB H C HIM H MDR HDWR. HTG. HER. I.D I.E. iNSUL INT. JAN JST JT LAC EXPANSION/EXPOSE FLOOR DRA'N FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACIORY FINISH FINISH FLOOR FIRE HOSE FIRE HOSE CABINET FURNISHEO AND INSTALLED BY OWNER FLOW LINE FURNISHED BY OWNER. INSTALLED BY CONTRACTOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FIRE PROOF FLOOR SINK FOOT OR FEET FURRING FOUNDATION FINISH FIXED FIXTURE FLOOR FLOOR MAT 'L CHANGE FOOTING GALVANIZED IRON GAUGE GALVANIZED GLASS GRADE GYPSUM HEATING. VENTILATING a AIR CONDITIONING HORIZONTAL HOUR HEIGHT HANDICAPPED HOSE BIBB HOLLOW CORE HOLLOW META! HOT WATER HEADER HARDWARE HEATING HEATER INSIDE DIAMETER INvERT ELEVATION INSULATION INTERtCR JAN'TOR JOIST JOA LACOPLR STRUCTURAL P.G. P.O.C. PTN. P.C. P.L. PL. PLAST. PLAS P. LAM MUG. POE PR PROP. P.T. R RISER R.A.G. RETUPN AIR GRILLE REF. REFERENCE ,, REINF. REINFORCED REQ. REOUiRED RESIT RESIDENT R P. REINFORCED CONCRETE PIPE R.D. ROOF DRAIN R.O. ROUGH OPENING R 0 W RIGHT OF WAY RAD RADCIS REG REGISTER PN ROOM RUB • RUBBER R.W L RAIN WATER LEADER S.D. SMOKE DETECTOR SCHED. SCHEDULE SHT SHEET SHT. MIL SHEET METAL SPEC SPECIFICATION STOR STORAGE LAM LAMINATE LAV LAVATORY TVA LOUVER LT. LIGHT L1.WT, LIGHT WEIGHT M MASONRY OPENIT(G MAx. M44Xff4M MECr1 MECHANICAL MEMO MEMBRANE MFR MANUFACTURER FAN W MW MR • MIRROR 4ASC. MISCELLANEOUS M.T, METAL THRESHOLD MACH MACHINE WAS. MASONRY MATE. MATERIAL MTL METAL M H. MANHOLE MO•V. MOVABLE N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NOM NDIWNAL NAT. NATURAL NO or 1 NUMBER O.C. ON CENTER OFF. OFFICE 0.0 OUTSIDE DIMENSION 0 A. OVEFTALL OBSC. OBSCURE OPN G. OPENING OPP. OPPOSITE PLYW J PLYWOOD PAINT GRADE POINT OF CONNECTION PARTITION PIECE PROPERTY LINE PLATE PLASTER PLASTIC PLASTIC LAMINATE PANELING POLISHED PAIR PROPERTY PRESSURE TREATED Q T. OUARRY TILE CIVIL S A R SUPPLY NR REGISTER S . SOLID CORE S .M S. ST S SK SCR SCUP. SH. SHTG. SIM. SO. STD. STL. STEEL STRUCT. STRUCTURAL SUSF. $USPENDED SAM. SYMMETRICAL SHEET METAL STAINLESS STEEL SERVICE SINK SCREEN SCUPPER SHELF SHEATHING STIALAR SQUARE STANDARD T. TREAD THK. THICK. , T. b 8. TUP & BOTTOM T, d G. TONGUE b GROOVE T.0 C. TOP OF CURB T F. TOP OF FOOTING 7,P, TOP OF PAVEMENT T.O.P. l OP OF ` PARAPET T.O. RIDGE TOP OF RIDGE T.O.R. TOP OF ROOF T. 0.D. TOP OF DRAIN T.0.S. TOP OF STEEL T.S. TOP OF SLAB 1.0.W. TOP OF WALL TEL. TELEPHONE TEXT. TEXTURE THRESH. THRESHOLD TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED UR. URINAL u/S UNDERSIDE U.O.S UNDER OTHER SECTION V.0 P, VITREOUS CLAY PIPE V.T.R. VENT:THRU ROOF VERT. VERTICAL VEST. VESTIBULE W/ WITH W/0 WITHOUT W.C. WATER CLOSET W. GI. WIRE GLASS W.M. WIRE MESH W P. WATERPROOF W W M WELDED WIRE MESH WAi4. WAINSCOT WI WEIGHT WD WOOD K. P. F. F. ENGINEERS, INC 1201 THIRD AVE., SUITE 900 SEATTLE, WA 98101 206 -622 -5822 otS a FACILITIES DEPARTMENT BUILIM NG DEPT NOTES BUILDING CODE U.B.C. 1988 WITH TITLE 16 CITY OF TUKWILA NO. OF FLOORS 1 SQUARE FOOTAGE 9381' GROSS S.F. _GC>'�1�. -- ..�• ------ ,�- A.2.1 .,. , .• , •� ,,� :....,. CONSTRUCTION TYPE : 3 - I•HR, tS b %t 1• HR Const. w /Sprinkler per " 1 BUILDING )t H """''~'r I , 50B Section 22 -0'O T H OF R /' ENERGY CODE SPRINKLER SYSTEM : ZONING DISTRICT : RA-'I�� .,,.- �- ---- • I L BASIC ALLOW. AREA 1 13, OOS.F SYMBOLS CD E. MECHANICAL D.W. THOMSON CONSULTANTS, LTD. 1932 FIRST AVENUE, SUITE 211 SEATTLE, WA 98101 206-443-3444 0 AUBURN, WA. 98002 O EVERETT, WA. 98201 0 KENT, VVA. 98031 O PORTLAND, OR. 97220 D RENTON, WA. 98055 • SEATTLE, WA. 98124 • • CONCRETE GRAVEL BATT INSULATION G.W.B., OR GYPSUM SOFFIT BOARD PLYWOOD METALS CEMENT MORTARS, STUCCO, OR SEALANTS SOLID WOOD (BLOCKING) EARTH RIGID /SEMI-RIGID INSULATION, EPDXY FLOORING GRID LINES DOOR NUMBER 2. ( _ _ 1 . - S E H E E T W HE FiR ST REFERENCED -------- SHEET WHERE DRAWN ,--SHEET WHERE FIRST REFERENCED ---- fTER -- --SHEET WHERE DRAWN __________,- SHEET WHERE FIRST REFERENCED DENT. NUMBER ---- SHEET WHERE DRAWN _____-- SHEET WHERE FIRST REFERENCED - WALL TYPES FIRE EXTINGUISHER CABINET YES M2 HEAVY 'INDUSTRY 90-2 -SMP SEARATE PERMIT AND APPROVAL REQUIRED ELECTRICAL SPARLING 1920 EASTLAKE AVENUE E. SEATTLE, WA 98004 206-324-1555 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED T1 TITLE SHEET C1 SITE UTILITMS C2 STORM / SANITARY SEWER PROFILES C3 GAS MAIN PROFILE C4 SECTIONS CS DETAILS A 1 SITE PLAN A2 FLOOR PLAN AS FIRE EXT, DOOR TYPES, RM NOS A6 FINISH / DOOR SCHEDULE A7 ROOF PLAN A8 REFLECTED CEILING PLAN A 9 BUILDING ELEVATIONS A 10 BUILDING SECTIONS A13 DOOR rvVINDOW DETAILS A 14 DOOR / WINDOW DETAILS A 15 DETAILS Al6 DETAILS A 18 INTERIOR ELEVATIONS A 19 INTERIOR ELEVATIONS A20 DETAILS FSW2 S 3 ROOF FRAMING PLAN S FOUNDATION DETAILS S 6 BRACED "FRAME / TYPICAL S'TEEL DETAILS FS P3 57 ROOF:SECTIONS/DETAILS S9 DETARS FSC2 FSCS FSC6 FSC7 M1 MAIN LEVEL PLAN - HVAC M2 ROOF LEVEL PLAN - HVAC M3 ,BUILDING SECTIONS M4 BUILDINGS SECTION/DETAILS MS FOUNDATION PARTIAL PLAN - PIPING M6 FOUNDATION PARTIAL PLAN - PIPING M7 MAIN LEVEL PARTIAL pLAN- PIPING M8 MAIN LEVEL PARTIAL PLAN PIPING M9 DIAGRAMS/DETAILS PIPING M 10 DETAILS - PIPING M11 MAIN LEVEL PLAN- FIRE SPRINKLERS RESTAURANT DESIGN AND 1813 130TH N.E., SUITE 220* BELLEVUE, WA 98005 SHEET INDEX CITY OF TUKWILA APPROVED NAP 2 *3 1991 BUILDING DIVISION KITCHEN DESIGN SALES RECEIVED air OF TUKWILA PERMITCENTER EO E2 E3 E4 ES E6 E7 E8 FSA2 FSWI FSE1 FSE2 FSP1 FSP2 FS A3 FSA4 FSC9 FSC12 ELECTRICAL SITE WORK POWER DIAGRAMS FIRE ALARM LIGHTING PLAN ROOF PLAN - POWER 120/208 V.POWER PARTIAL FLOOR PLAN 120/208 V POWER COMMUNICATIONS PLAp EQUIPMENT ACHEDULE FOOD STORAGE, KITOHEN, SERVERY EQUIPMENT ARRANGEMENT PLAN FOOD STORAGE, KITCHEN, SERVERY DIMENSIONED WALL PLAN FOOD STORAGE, KITCHEN, SERARY ELECTRICAL SCHEDULE FOOD STORAGE, ELECTRICAL ROUGH-IN FOOD STORAGE, KITCHEN MEC I AL SCHEDULE FOO STORAGE, KITCHEN, SERVER Y MECHANICAL ROUQH-IN FOOD STORAGE, KITCHEN, SERVERY EQUIPMENT SCHEDULE. k RVERY, DISHWASHING QUIPMENT ARRANGEMENT PLAN RVERY, DISHWASHING SERVERY, DISHWASHING ELECTRICAL SCHEDULE SERVERY, 'DISHWASHING ELECTRICAL ROUGH-IN SERVERY, DISHWASHING MECHANICAL SCHEDULE MECHANICAL ROUTI-I ) KITCHEN IN'TERIOR ELEV/ONS KITCHEN INTERIOR ELEVA IONS' DISHWASHING ELEVATIONS SERVICE LINE PLAN & ELEVATIONS CONDIMENT COUNTER PLAN & ELEVATIONS BEVERAGE, DESSERT, COUNTERS PLAN & ELEVATIONS DELL SOUP 8e SA1AD. COUNTER PLAN & ELEVATIONS SILVERWARE, TRAY SORT, & CASHIER'S PLAN, & ELEVAIIONS CASHIER'S STAND & MERCHANDISER PLAN & ELEVATIONS CABINET SECTION /MATERIAL SCHEDULE CABINET SECTIONS CABINET SECTIONS CABINET DETAILS at SEPARATE PERMIT AND APPROVAL REQUIRED DEC 4 - tsAseviiscw tam. TcAst4 Vioot, ..&.01reti\ stAi lad to errors and om!sMixis and approval ot pions does not atrrnoriz1:-.3 violation of any ()wiry of approved plan:. acLoCi;v4eUgett, Date 7- 17 Permit No 1rp all n f Y ' fur,i;ji The Miller/ Hull Partnership Architecture and Planning cc rn REVISION BY APPROVED AISTAFE FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 O EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 No.:3ira23 APPROVED BY DEPT. DRAWN BY APPROVED REGISTERED ROBERT E. HUI s1Au: or wasiimcToN 109 -012 I001 w WV. 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[ 31 1 c3?• Coon L.1 , NINTH S4 i`" a.. -' 'o ��-' f +l E•lw �M1 � - 5 1331 \1/ 'T•�, • f 410 Sr\ . n , .np ti\ S IM73 -, S 'f ifea\ i3 D•N `\ if . 4N>•• Pus ' - TUKWI ISM ARCHITECT THE MILLER /HULL PARTNERSHIP 911 WESTERN AVE. SUITE 220 SEATTLE, WA 98104 206 - 682 -6837 0• ill APPROVED DATE REVISION : IIII 111111111111. 1111 11111111111.11111111111.111111111111111111 1111 GENERAL NOTES 1. All work shall be in conformance with applicable co and local building requirements, which include 988 editions of UBC, IJMC, Uniform Fire Code, and WA State Energy Code. 2. Contractor shall verify all dimensions shown on the drawing before commencing with work. Any discrepancies shall be brought to the attention of the Architect prior to starting any construction to the area concerned. DO NOT SCALE DRAWINGS. 3. Dimensions are to face of concrete or face of stud, unless noted otherwise. 4. Partitions and walls not otherwise dimensioned shall be located flush with reference to column or adjacent wall face, or with reference to centerline of column. 5. Where on any of the drawings or details, a portion of the work is shown and /or detailed, and the remainder is indicated in outline, the parts shown and /or detailed shall apply to all ther like portions of the work. 6. Prior to and during the work, contractor shall verify existing conditions and any conditions inconsistent or problematic with regard to the intent of the drawings shall be brought to the attention of the architect prior to starting or continuing work in the area concerned. 7. Coordinate all operations with Owner, such as areas used for material storage, access to and from site, timing of work, special considerations of noisy operations. Install dust and noise barriers as required to protect existing facilities and to maintain environment suitable to permit continued operation of adjacent facilities. 8. Provide sufficient grounds in walls for supporting counters, cabinets, etc., as required. 9. Coordinate and provide required penetrations and patching with individual subcontractors to suit new work. 10. Vertical dimensions are typically referenced from structural sub -floor to top of steel structural' member unless noted otherwise. ABBREVIATIONS A.8, ACOUS A.F.F. AGGR. ALUM APPROX. ARCH. ASPH. A.C. AD ADJ A.P. ALT. AUTO. B F. 8 O.F. 8 M. 80 BET. BLDG. BITUM, BLK BLK G. BM 801. C.L. . CLG CONC. C.B. C.I. C.J. C.O. C.W. CAB. CEM. CER. CER. T. C'FLASH. CH L. CIR. CNTR. COL. COND. CONST. CONT. COR CORR CTSK. CTR. DBL DIA DWG CYAG DIM DN DO DR DwR EA ANCHOR BOLT EXP ACOUSTICAL ABOVE FINISH FLOOR AGGREGATE ALLFAiNuM APPROXIMATE ARCHITECTURAL ASPHALT AIR CONDITIONING/ ASPHALT AREA DRAIN ADJUSTABLE/ ADJACENT ACCESS PANEL ALTERNATE BUILDING PAPER BOTTOM OF FOOTING BENCH MARK BOARD BETWEEN BUILDING BLOCK BLOCKING BEAM BOTTOM CENTERLINE F.O.C. CEILING E.O.M. CONCRETE F.O.S. CATCH BASIN F.P. CAST IRON F.S. CONTROL JOINT FT. CLEAN OUT FURR. COLD WATER FON. CABINZT FIN CEMENT FIX. CERAMIC FIXT. CERAMIC TILE FIR. COUNTER FLASH F.M.C. CHAIN LINK CLEAR FTG. COUNTER COLUMN GI CONDITION GA CONSTRUCTION GAIN. CONTINUOUS GL. CONTRACTOR GR CORNER GYP. CORRIDOR COUNTERSINK HVAC CENTER DRAIN DOUBLE ACTING DOUBLE DEPARTMENT DRINKING FOUNTAIN DIAMETER DISPENSER DOWNSPOUT DETAIL DIAGONAL DIMENSION DOWN DITTO (REPEAT DOOR DRAWER EACH WAY EACH ELEVATOR STRUCTURAL K. P. F. F. ENGINEERS, INC 1201 THIRD AVE., SUITE 900 SEATTLE, WA 98101 206-622-5822 LAM EXPANSION/EXPOSE LAV. E.A.G. EXHAUST AIR GRILLE LT. E.J. EXPANSION JOINT LT.WT. EL ELEVATION EOM ENAMEL EO EOUAL EXT. EXTERIOR E.W.0 ELECTRIC WATER COOLER F.D. FLOOR DRAIN , F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F. FACTORY FINISH F.FLR. FINISH FLOOR E.H.C. FIRE HOSE. CABINET INSTALLED BY OWNER F.L. FLOW LINE F.O.I.C. FURNISHED BY OWNER, INSTALLED BY CONTRACTOR 0.C. FACE OF CONCRETE OFF. FACE OE MASONRY 0.D. FACE OE STUD 0.A. FIRE PROOF OBSC. FLOOR SINK OPN G. FOOT OR FEET OPP. FURRING FOUNDATION PLYW D FINISH P.G. FIXED P.O.C. FIXTURE FLOOR FLOOR MAT L CHANGE FOOTING HORIZ HR HGT. H.0 H.M. HDWR. HTG. HTR. INSUL. JAN. LAC GALVANIED IRON GAUGE GALVANIZED GLASS GRADE GYPSUM 6 AIR CONDITIONING HORIZONTAL HOUR HEIGHT HANDICAPPED HOSE BIBB HOLLOW CORE HOLLOW METAL HOT WATER HEADER HARDWARE HEATING HEATER INSIDE DIAMETER INVERT ELEVATION INSULATION INTERIOR JANITOR JOIST LAGOuER MAX MECH MR MISC M T. MACH. MAT L MOV. N.I.C. NOM NAT. PT N PL PLAST. PLAS. P. LAM POL. PR PROP. P.T. R. R.A.G. REINF. RESIL R.C.P. LAMINATE LAVATORY LOUVER LIGHT LIGHT WEIGHT MASONRY OPENING WOW MECHANICAL MEMBRANE MANUFACTURER IVINMAP MIRROR MISCELLANEOUS METAL THRESHOLD MACHINE MASONRY MATERIAL METAL SAMIHOLE MOVABLE NOT IN CONTRACT NOT TO SCALE NATURAL NUMBER ON CENTER OFFiCE OUTSIDE DIMENSION OVERALL OBSCURE OPENING OPPOSITE PLYWOOD PAINT GRADE : POINT OF CONNECTION PARTITION PIECE PROPERTY LINE PLATE PLASTER PLASTIC PLASTIC LAMINATE PANELING POLISHED PAIR PROPERTY PRESSURE TREATED QUARRY TILE RISER RETURN AIR GRILLE REFERENCE REQUIRED RESILIENT CONCRETE PIPE ROOF DRAIN ROUGH OPENING RIGHT OE wAY RADIUS REGISTER RAD. RM ROOM RUB RUBBER R.W.L. RAIN WATER LEADER S SMOKE DETECTOR SCHED. SCHEDULE SHT. SHEET SHT MIL. SHEET METAL SPEC. SPECIFICATION 510R. STORAGE CIVIL V.T.R. VEST. W/ W. GL. W.M. W.P. IPAY M. WAIN. WT. 1201 THIRD AVE., SUITE 900 1' SEATTLE, WA 98101 206-622-5822 S A R. SUPPLY AIR REGISTER S C. SOLID CORE S.M SHEET METAL S. SI STAINLESS STEEL S. SK. SERVICE SINK SCR SCREEN SCUP. SCUPPER SH. SHELF SWIG. SHEATHING SO. SQUARE STD. STANDARD STL. STEEL STRUCT. STRUCTURAL SUSP. SUSPENDED SYM SYMMETRICAL T. TREAD THK. THICK T.O.C. TOP OF CURB T.O.F. TOP OF FOOTING, 7.P. TOP OF PAVEMENT 1 0.P. TOP OF PARAPET T 0. RIDGE TOP OF RIDGE T.O.R. TOP OF ROOF T.O.D. TOP OF DRAIN T.O.S. 10P OE STEEL T.S. TOP OF SLAB T 0.W. TOP OF WALL L. TELEPHONE TEXT. TEXTURE THRESH. THRESHOLD TYP. TYPICAL WITH WITHOUT WATER CLOSET WIRE GLASS WIRE MESH WATERPROOF WELDED WIRE MESH WAINSCOT WEIGHT WOOD U.O.N. UNLESS OTHERWISE NOTED U/S UNDERSIDE U.O.S. UNDER OTHER SECTION VITREOUS CLAY PIPE VENT THRU ROOF VERTICAL VESTIBULE BUILDING DEPT NOTES BUILDING CODE . NO. OF FLOORS • SQUARE FOOTAGE . • OCCUPANCY • CONSTRUCTION TYPE . BUILDING HEIGHT ‘ . • ENERGY CODE . • SPRINKLER SYSTEM . ZONING DISTRICT . SHORELINE PERMIT . SYMBOLS IZEZA .<€Ay SECTION LETER _____ BUILDING SECTION _-HEET WHERE FIRST REFERENCED SHEET WHERE DRAWN MECHANICAL D.W. THOMSON 1932 FIRST AVENUE, SUITE 211 s WA 98101 206-443-3444 CONCRETE GRAVEL BATT INSULATION G.W.B., OR GYPSUM SOFFIT BOARD PLYWOOD METALS CEMENT MORTARS, STUCCO, OR SEALANTS SOLID WOOD (BLOCKING) EARTH .C.T. OR V.A.C.T. RIGID /SEMI-RIGID INSULATION, EPDXY FLOORING GRID LINES DOOR NUMBER 1 9381 GROSS S.F. A.2.1 3.N MAX. TO TOP OF PARAPET W.S.E.C. YES M2 HEAVY INDUSTRY SECTION LEITER WALL SECTION SHEET WHERE DRAWN -- WHERE FIRST REFERENCED ELEVATION LETTER ELEVATION SHEET WHERE DRAWN SHEET WHERE FIRST REFERENCED DETAIL NUMBER DETAIL NUMBER - "SHEET WHERE DRAWN SHEET WHERE FIRST REFERENCED U.B.C. 1988 WITH TITLE 16 CITY OF TUKWILA • SPARLING & ASSOCiATES 1920 EASTLAKE AVENUE E. SEATTLE, WA 98004 206-324-1555 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION 15 APPROVED ELECTRICAL A l SITE PLAN A 2 FLOOR PLAN A5 FIRE EXT, DOOR TYPES, RM NOS A 7 ROOF PLAN A8 REFLECTED CEILING PLAN A 9 BUILDING ELEVATIONS A10 BUILDING SECTIONS A 11 WALL SECTIONS Al2 WALL SECTIONS A13 DOOR / WINDOW DETAILS A14 DOOR / WINDOW DETAILS A 15 DETAILS A16 DETAILS A 18 INTERIOR ELEVATIONS A1.9 INTERIOR ELEVATIONS A20 DETAILS SHEET INDEX C2 STORM / SANITARY SEWER PROFILES C3 GAS MAIN PROFILE C4 SECTIONS C5 DETAILS S 2 FOUNDATION PLAN S 3 ROOF FRAMING PLAN S 4 TYPICAL CONCRETE DETAILS S 5 FOUNDATION DETAILS S 6 BRACED FRAME / TYPICAL STEEL DETAILF S P3 S 9 DETAILS M1 MAIN LEVEL PLAN - HVAC M2 ROOF LEVEL PLAN - HVAC M3 BUILDING SECTIONS M4 BUILDINGS SECTION/DETAILS M7 FOUNDATION PARTIAL PLAN - PIPING M6 FOUNDATION PARTIAL PLAN - PIPING M7 MAIN LEVEL PARTIAL PLAN - PIPING M8 MAIN LEVEL PARTIAL PLAN PIPING M9 DIAGRAMS/DETAILS PIPING M10 DETAILS - PIPING M 11 MAIN LEVEL PLAN- FIRE SPRINKLERS EO El E2 E3 E4 ES E6 E7 E8 ESA 1 FS A2 FSE1 FSE2 FSP1 FSP2 FSA3 FSA4 FSW2 FSE4 FSP4 FSC1 FSC2 FSC3 FSC4 FSC6 FSC7 FSC8 FSC9 FSC 13 PLAN REVIEW FOR COMpLIANCE WITH THE FOLLOWING ORDINANCES ONLY gi STRUCTURAL PER UNIFORM BUILDING CODE • NON-STRUCTURAL PER UNIFORM BUILDING CODE O WASHINGTON STATE REGULATION FOR BARBIER-FREE FACILITIES WASHINGTON STATE ENERGY CODE SUBJECT 10 CERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, 6MISSIONS AND INCONSISTENCIES. BY: CA KITCHEN DESIGN • RESTUARANT DESIGN AND SALES 1813 130TH N.E., SUITE 220 BELLEVUE, WA 98005 111111 ! Ill 1 11111111 I 111111 11111 1111111111lifilliffilli11111114111161i11 11111!!!! 11 111111111 EZ OZ 61 Ell LA 91 91 4 71 el Z1 1111111111111111111 111111:1 11111111111111111111111111ffilillillill 4 5 6 7 8 NOTE: If the micTofilmed document is less clear than this notice, it is due to the quality of the priginal document. 1 III! III 9 10 4. ELECTRICAL DRAWING SYMBOLS ELECTRICAL SITE WORK POWER DIAGRAMS FLRE ALARM LIGHTING PLAN ROOF PLAN - POWER 12Q/208 V PARTIAL FLOOR PLAN 120/208 V POWER COMMUNICATIONS PLAN EQUIPIVIENI SCHEDULE FOOD STORAGE, KITCHEN, SERVERY EQUIPMENT ARRANGEMENT PLAN FOOD STORAGE, KITCHEN, SERVERY DIMENSIONED WALL PLAN FOOD STORAGE, KITCHEN, SERVERY ELECTRICAL SCHEDULE FOOD STORAGE, ELECTRICAL ROUGH-IN FOOD STORAGE, KITCHEN AND SERVERY MECHANICAL SCHEDULE FOOD STORAGE, KITCHEN, SERVERY MECHANICAL ROUGH-IN FOOD STORAGE, ICITCHEN, SERVERY EQUIPMENT SCHEDULE SERVERY, DISHWASHING EQUIPMENT ARRANGEMENT PLAN SERVERY, DISHWASHING DIMENSIONED WALL PLAN SERVERY, DISHWASHING ELECIRICAL SCHEDULE SERVER Y, DISHWASHING ELECTRICAL ROUGH-IN SER VERY, DISHWASHING MECHANICAL SCHEDULE SERVERY, DISHWASHING MECHANICAL ROUGH-IN SERVERY, DISHWASHING KITCI-IEN INTERIOR ELEVATIONS KITCHEN INTERIOR ELEVATIONS DISHWASHING ELEVATIONS SERVICE LINE PLAN & ELEVATIONS CONDIMENT COUNTER PLAN & ELEVATIONS BEVERAGE, DESSERT, COUNTERS PLAN & ELEVATIONS DELI, SOUP & SALAD, COUNTER PLAN & ELEVATIONS SILVERWARE, TRAY SORT, & CASHIEWS PLAN, & ELEVATIONS CASHIER'S STAND & MERCHANDISER PLAN & ELEVATIONS CABINET SECTION /MATERIAL SCHEDULE CABINET SECTIONS - CABINET SECTIONS CABINET DETAILS 'CAFETERIA #9n BUILDING SEATTLE, Wk FOR AGENCY REVIEW / OCTOBER 2, 1990 oionsarasosloionelinSIOTIIIMP warenugin TI IKw wgIrcu The Miller/ Hull Partners4 Architecture and Planning 0 LEcJJ2 ,STINo uNioelacGROUNIP Pipe MAWHOLC 0 CATCH 6A5IN D CLEANOUT WAIT?) VALVES FIte H1DP►ANT5 GA' MAIN .0EMOL 15H AI5ANI2OIJ so Ion mar no v. to • w'•ed ' #1!1 0 ,EE , P pIM I I2 INV O: INV TZ EX 15" p AP W I' c..vi 1. WSOOT REFERS TO ETHER THE STANDARD PLANS OR STANDARD SPECIFICATIONS OF THE WASHINGTON VATS- DEPARTMENT OF TRAt4SPORTATION (LATEST EtJIT1ON). 2. THE COORDINATES AND ELEVATIONS SHOWN ON THESE CIVIL DRAWINGS ARE BASED ON INFORMATION FROM PREVIOUS CONSTRUCTION PLANS 4. EIAS flNG MUTES AND OTHER SPACE INFORA AT ON SHOWN ON THESE DRAWINGS IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE. FOR R@AOVlNG OR RELOCATING ANY S1 S1.JRFACE OBJECTS OR UTILITIES THAT AFFECT OR CONFUCT WITH NEW CONSTRUCTION. 5. CALL. UTILITY UNDERGROUND LOCATION SERVICE 1400-424 -5555 48 HOURS BEFORE STARTING EXCAVATION. 6. FIELD VERIFY EXISTING PIPE INVERT ELEVATIONS AT ALL. POINTS OF CONNECTION BEFORE BEGINNING ANY NEW SEWER COMMOTION. NOTIFY ROENG CON'STRUCTICN MANAGEi OF/ANY DISCREPANCIES. 7. TECHNICAL DETAILS FOR NEW 4' GAS MAIN CONNECTIONS, VALVES, PIPING AND OVER APPURTENANCES WILL BE PROVIDED BY OWNER. INFORMATION SHOWN IS FOR HOPECNTAL AND VERTlC LALIGNM€NT 9. FOR NEW TYPE 1 CATCH BASIN PLANS B-1 AND B-2A. (4oTE '. A 1.L UT L.(T ' coM PL`s .k) tTN `( CITY (31= - rJr_wiL.A S uc i2o /-- DETAILS, SEE WSDOT STANDARD :a 06 6Z 8G LZ 9? 5z • 73 £Z Z 1111, 1, 10110 ii 110 10,ij 111400 �Illilil�i AP FACILITIES DEPARTMENT 111i1111 III III 111 1 I I : `II 111 III III III I'1 III I1 11 0 18 ?H$IHCH 1 3 y E.h re' 5T5 ' (4. » ,� CB CO E EX F FBI t IE INV MH N NIC POC PERF PIV SAN S STS TEL W Wi D AUBURN, WA. 98002 O EVERETT, WA. 98201 D KENT, WA. 98031 O PORTLAND, OR. 97220 D RENTON, WA. 98055 II SEATTLE, WA. 98124 LZ 0? 61. 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CALL UTILITY UNDERGROUND LOCATION SERVICE 1-800-424-5555 48 HOURS BEFORE STARTING EXCAVATION. I 6. FIELD VERIFY EXISTING PIPE INVERT ELEVATIONS AT ALL POINTS OF CONNECTION BEFORE BEGINNING ANY NEW SEWER CONSTRUCTION. NOTIFY BOEING ccusTRucirt4 MANAGER OF ANY DISCREPANCIES. • PIPING AND OTHER APPURTENANCES WILL BE PROVIDE) BY OWNER. INFORMATION SHOWN IS FOR HORIZONTAL AND VERTICAL ALIGNMENT 11—FOR NEW_ T:YPEL-48!!..MANHOLEDETAILS,_SEEMSDOT_STANDARD PLANS B-23A AND B-24. RING AND COVER SHALL BE OLYMPIC 9 . FOR NEW TYPE 1 CATCH BASIN DETAILS, SEE WSDOT STANDARD FLANS B-1 AND 8-2A. APPROVED AS NOTED ccIldLtEna Ti tAFETERIA it9.12 BUILDING SEATTLE, WA. CONTRACT DOCUMENTi I OCTOBER 5, 1990 kpif JOB NO. DWG NO • C B CATCH BASIN co cLEArvour E EAST EC easma FIRE MAIN R-1 FIRE HYDRANT GAS, GUARD 1E INVERT E1EVATICN INV INVERT MH MANHOLE NIC Nar IN CONTRACT PERF PERFORATED PIV Pcar INDICATOR VALVE SAN SANITARYSEIRER scum TEL TELEPHONE WERT CITYIPTIrKWiLA PERM CENTER ECIFICATION IS APPROVED DEPT. PPROVED ENGR. CHECKED t A t ju ., APPROVED9 v i O. CHECKED ceizt, cr-tutiting women OF or UV • matwoototimmommoNtiorasnousm • • 0 60M 447$ nee. 71$3 REVISION APPROVED NEW 61'APE. 2 Z5T INV UO2.7 ?,IM ft 1.4 I 7 2 LP 5' a. 1 rte 5AN MH '�3 27"q L 5-8. f% IIIJIIIIIII1 !IIIIIIIIII1IIi' ,ifrit1 0 18 THS INCH 1 2 3 .X 15T 1 t-1 CA ve !OZ.G10 102. M � 2 2 7" O f07 5 = 0. 1 Y. IEv APPROVED ZEZAW FACILITIES DEPARTMENT AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA, 98055 SEATTLE, WA. 98124 AC(GS�T II F T ry../ b.. . '1 .y.. l THIS DESIGN ANDJOR SPECIFICATION IS APPROVED APPROVED Sr CHE Et, DEPT. 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U / y GZ 9Z 537 hZ 0 AUBURN, 0 EVERETT, 0 KENT, Q, PORTLAND E RENTON, SEATTLE, WA. 98002 WA. 98201 WA. 98031 OR 97220 WA. 98055 WA. 98124 5 6 7 8 9 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the priginel document. 61 81 GL 91 nL hL Cl ZI LL 01, 6 9 L 9 Ilbiilli1ii11,111 1111ilni1111111111ini1I,ii i��:. Iia iIIIIIIIIIri��nll !i1i1iilriiLsiiilu1 � 11111i�1111,lii!i�i�iil ii��ii ilii1 4a" Sc3r,* 7G: Sf -.�.'..5..:4itSo „'/.:f3gvS'S.,r `r �. L. .d .,. 3 �*�,�. <. ,,.. ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED SITE PLAN I "m 20 ' WALKWAY( N.I.C.) • • F141' es,F Theo -i'i oval r p.ma ► VIa P�rz ' ' - � • pc.r SEATTLE, WA. CONTRACT DOCUMENTS/ OCTOBER 5, J990 r ...., :: �y�5t�szY! �-' Ff'-' s�`': s', �T�@ flc�• �'. �i+ F�!�,?i`3sL� �fu�S�.'�2e,�&`+g�� 44" SiftAll! br"' ,.1+�.1� „ Y•fX' �e.ta��!'.-,. ELECT. 11041 DININ ALCOVE I077A WOMEN — DATE CONDIMENT REVISION APPROVED 0 € 7 8G CZ 9Z 9Z �llilllllliIIIII1 111111111! 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DRAWN 6Y 00 SW! .o :r ANN. 7/$3 REVISION APPROVED • 0 to THS INCH 111111 1111111111111111 1111111111111111 1111i1 I'i J l I I I I I I I 1 2 3 11111111111 1111111111 1111111 11111IIi,LIt1(lIIII 1111 11111 1111 1 4 5 8 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original. document. 08 SZ ee LZ 9Z SZ 4 7Z CZ tZ OZ 61 91 Lt 91 91 +, Et ZI ' 't 01, S s I IIIt!i!IIIIII!illilu lftt1111III!II;II!IIII1111 lIIi !111111ll IIIIIlII!! II! II II II! hi II Illllillllllllll ,lflllllllfllllll III!!IlIIIIIII!IIII!!i!I I I I I ,., .��.. :. � �- •,K......� � 11 Iii I I I 1111 I I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 W 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 . 9 1 O 11 )41'W I,►.uHvv 12 9 e C Z I Pill I1111111f��1�i1{ IItII{ lilllllllllllllll�Ill1lIllillllllllilllillli SUBTITLE DETAILS ' AFETERIA sEATitE, WA. FOR AGENCY RENEE ! irpogR, CITY OF :TUKWILA APPR(; MAR 2 . !/d.1� e, It-1r °I/c tzJF.9 mat: pr EIrroe RECEIVED CITY OF TUKWIIA I2o oLJ BEAM PLATE DETAIL SCALE = 3" = I' -0 " U.N.O. BEAM PLATE DETAI II QII ' K'2 " X opie' I;tc �t'1QoTH (SC &p&E 7 M tf,'L • Ia • A otJr U I . -AEP IgNiem 4 Pt. A1t4 Ptv4e2 ' t oUNIC) P• ''• t 'orb i r( re 2 — - TeFIC.0.L.'GI 7NII■6:' 'YPIc L '121r . TTYP5' I IF 6-4acos M r.&. ,Hti - 'WA PI; c o7 s I_- - !ire f: - - ...� 114 t76TDII. . Si D i NG DETAIL (TYPICAL INSIDE CORNER) A9 AI 1- 4 S I DING D ETA I L (TYP. OUTS I DE CORNER) lsr- Jol�i' E.o K [ 1T 0.15tJ1..Allot4 .b t•la I CI FK. ' ea Iral L.. (� 71 F'Lml:o . I �I,� M ME pit-45H SIDING DETAIL (PLAN) I- 1/2 "= I' -0" I- I /2 " = 1' -0" I 4— y, u Li tt.1K6 t-f 6(- IFII.i) c tluL t-Il oil Y.e.4r-1 v eaTNl SIDING DETAIL (ELEVATION) 20 )4* eL-a. l,o-- ot E,4. �2I D e* V� Rom—P.04-1e Net.47 To "FYI ( ©� L3 ( P , MA.. COL.. 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" 1.1K41 • .1.•••i (i=3 SKYLIGHT DET ,415 rt- ROOF PLAN AT SKYLIGHTS 1 / 2 _ 1' -0 II cb+ir rep Fl4dMIFlea e T i The Mid/ Hull Partnership ArditectureandPlanning ' 9 DO SC100 441115 f4E V. 7IE3 , x 1:111: Tr PASO.PeT Ga f )VITL. oIDII at1 (2) -- Pirr5F6 DLt* P ON *4. eV. 1 51-1WriiItie , �! (o Mt. qrU INP11.1- %/ " 1 , . � FIAT P1-1rN1T F:t cP►NT • ENTRY CANOPY AT PARAPET SCALE : 1.1/2" = I -0" � RT. 2x 1 LK(-> LINt ��1►� O✓ !; 3x3 GCNT. •fl.. L T'(P'. • .OP CANOPY c- oggU6ATED MG'rAL Itie, 1 UrSRloR IA!ALL. c NSTRUCflc I IA 1. UN IT EVI3I SECTION .THRU SCUPPER 0 16 7H5 INCH . v . t • ;�3'•t ..'.+ �.: ,at QiS.4 -w SS . tz I I I IIIIIIIIIIIi lidil1Il illlll!IIIIII!'IIl1lII! III! I1[! 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CHECKED APPROVED 8Y SYMBOL 9 SI DING DETAIL, (sILLAT CONC.) ) 12 SIDING DETAIL (SILL AT CONC.) AI7 AI7 \ i IN5 n!ApE A9 A17 14 GAS FLUE BRACING 417 1 -1/2 = I 0" JP NO. I. { Tf -a cf L.; rrclz . 1 1111 Feta• lnit kTU1 L 2,, Vera 4 I ---.- Vrk , i; P• Jalg1' 1 .IC;tivIN& POP. , 5TI u ITUI . .a. ..NMNIIINP CONIIIIMINUNINNIPP 1 I CI Fri. 11 _ w I i 1\ 00 5OM 1075 Rev. 7/83 APPROVED affra FACILITIES DEPARTMENT DRAWN SY CHECKED ENGt? ;:NECKED APPROVED APPROVED SU8TITI4 SYMBOL SHEET 1111 1, 1I111lI111�111i1111�1I11LIIfIIIII�r • 0 16 TH6 MOH 1 2 fV1 3 4 IIIIII {II�IIIII`IlIIIIIll JI( � (lIIf C1I IjP 1111111111 1111111 III J 6 7 NOTE: if the microfilmed document is less clear notice, it is due to the quality of the original 0 AUBURN, WA. 98002 C7 EVERETT, WA. 98201 0 KENT '`WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 SEATTLE, WA. 98124 III than this document. ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE k',: ( •. f t: ! J/. ; f( `r 4' /• j t � r 1, 111111111111111IIIIIIIIIIIIIIIIIIIIIIIIi111 1t 1 11111 l .. 9 10 11 WM IN GEQKINY 12 ? O£ 6Z 8C L. 9 9z +,Z ea az Iz 03 6!. 81 LI 91 St tt CI ZL 'I 01, 6 B G 9 s ', C z I wW O Iill{ IIIIIIIilllll li�Iillilllil lll�Ii (IiIIJiIIIilI!IIIII ! III! I!! lli�Illlllllll illlil lllllllllllllll ll l! Iilll i�l 11lllllll lllllllill '!1il!III,IIIIIilll I' : 4 � _TM i llitllili illllli 1�i 1ill, l��, llill..l llllll!lIIlliillllllllllllll ill( liil l�l llllllilllil! lill lllllilll lllillill,llllllllllll. >T- Lis 1 M*0: V M L t) :' DN INI NP0V'. VALL coNle-w0rE — - - '7c 1�. PI5P WOMEN 101 SOUTH MEN 102 OPP SCALE: 1/4" = 1 -0" PIA*. LAM. IINT 70I1.ta1` PP;IrrIT ICH qrL bRA•ta f t.e7 Go' •I(oH VINYL 6a/ —4 MATCH LINE SCALE : 1/4" = 1'--0" SCALE : I /4" = 1' -0" WOMEN 101 WEST ELEV. SCALE : 1/4" = i' -0" SERVE 1076 5ER'/IGE • DINING ROOM c4*: 1TI 'r4 SERVERY 106 13 .E^0■2 BEYOND DINING ROOM EAST ELEVATION 40 uNTER. f 4P . Imo, LAM IMAHNSeer vV 5Th. TRIM EAST ELEVATION ASV 107F CONDIMENTS 107 B VESTIBULE 105 BEYOND WOMEN 101 NORTH MEN 102 OPP. SCALE; I/4 " = - 0 " 1 tm LT- 14 / „ iYPICAIL MZr6L. FLAI5Mirlf7 ©Pari A i DINING ALCOVE 107E 0 rheeg 17iaoP.i COND. I07C SERVERY 106 BEYOND .___..__DINING ALCOVE 107A —_ MEN 102 EAST ELEV. SCALE. 1/4 1 ' -0 ” 4.I60147* FIXTURe PLA6.44m. NA! ° IN/ 6 "TRIM _ 4.6TL, Cam Ib -- IE7URl`I FAIR pU, TYr? _,______ �`.�rl✓E.1. e)Pr JDIST TYp IN/ i ►• 6 ' G' • M o At., nesvoiNitv - reueesg OFFICE 110 WEST AY SCALE: 1/4" = I -0" FIB 4,1=1 Z P1P1 N/ G-.LV. M 1 L• erawreA4Poi M DVVii (Z) l•A>Y : a pLIo, P,*►psI2 4140 Vj) ILL '(1NP 6OPPIX /AIX Lc1 PAINT S0 , T R Pit l ir; >F rlt°ll _e)y kleLl of M T,AL f� fdl t1°E5 RU PAR -4 MOIJ Ltal Nb Ne°re . 1 i..cx, z - MothNTO-IP L- I6.}fr FI)Tus. Hai" H rzyR Gl . IT ( . 166*, I •LV• SHT, M!✓T,A►L a/ex Y�' pLYk p, nor, �F '• NALL INN [P ON PO4.4. I1 SCALE 1/4" 11' ' CITY OF TUItWILA APPROVED MAR ' G V /I w RECEIVED, CITY OF TUKWILA r L' (i 1 5i +.�� '0 .. PERMIT CENTER Aslttsie u rr _, tu 0• .c • x en E 3.i • 7 00 two 40711 AEV. 1/O3 APPROVED REGISTEREn A' CHITECF 0 ER E• HUI STATE OF writ APPROVED DY DEPT. DATE CHECKED APPROVED SEATTLE, WA. FOR AGENCY REVIEW / QCTOBER 2 1990 • M _T 1/4 " = I' -0" U.O.N. TOILET 116 WEST ELEVATION zliiiV)aga P.06 \ OF H4L .•�E�h� I(&HT FIXTURe. a' -ct u 3'•.al" MIRlzolL -------- PAPER 'r'lAi01- 111? L 16 UI p seAP pievp 14AIr1.'OT , I MATCH LINE DINING ROOM 107 WEST ELEVATION ( CONT. NEXT LINE) 1 � cevlceG 40. p6P I1T1or�C ) T f•ls 1✓ � at � PeNicae= �rto�1N��IN or°�� pO most ( 7—] F & N ib DINING ROOM 107 WEST ELEVATION (caNT aratiEVAI FACILITIES DEPARTMENT ALUM, WINPOY' - vrvrenl "(C 'MPS C�.a C.� 1YrIcAtd `�-- C7NF C4r 12Up�I�t;R DINING ROOM 107 SOUTH ELEVATION 14 l I�u 1z7 16 44;1.46. --' ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 f• SEATTLE, WA. 98124 MEW C' 6a. Q cP 1 'T'1? - IeepLEc.r p LIFE pL.0 Gat l' Az Fog - ccanoo 60rit�• IAL LL 1 - 7 ACCEPTABILITY THIS DESIGN ANDIOR SPEC ;FICATION IS APPROVED DRAWN BY N OTE 1'L, L' ..1 11 � N + -I�wI� � tiara; PL - MoUP P 1-16+11" CoLAgIf -c, _ Taw (' T•P a 1. i, a. . ! * . s .: ?c. , - K ! • -.. - st' '` S � - ',. � - -;.'. ... .. r ..• �_.. ._. .. .; r.., .. .:, fir. ::� �: I III I III I III I III I III I III I III I III I I !I III 11 111 1 111 j 111 1 1►1 1 Il1 I II1 I 111 1 1111tt 1 '1III l hil I Il 0 16" INCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 1111 1111111 111I1I1 9 10 11 MADE IN GERMANY 12 OE; 6z Se LZ 9Z GZ *,z ' EZ Zz IZ 0z 6t SI LI 91 SI VI El Zt ' IL 0L 6 9 L 9 G E z l WW 0 11111111111 111111111111111111111111111111 1IIIIII111111111111 1111I11111I1III1 1 111!1111111111111lI11 1111111 11111111 111111111 II111111111 111 11111111111111111111111!1 1111111 1111W11IIl1111111111 11 1 1 I 1 11 ... ... .:.::.... ._..., ...,, ,:�.. - <._, � i..;:...:...,.. -.. , -�� . , ,..,.:_ ,..: ,.._.,,. ..,..� ........ .__ ...._ IIIILII�III IIlIIIILLIIlILIIII 111111111111111111111 11I�11.11111i111l,. ' e,t " efit SNP CITY Of 1`UKWILA APPROVED • E3tJI1-DINC: I.)TISiO 11 RECEIVED CITY OF TUKWILA OCT 1 5 i'Y PERMIT CENTER The Miller/ HIS Parthership Architecture and P ahnk .w�....... ...,r- .�.wi.r....+�..w..k..a. ,N,r • , a.,.. !. ,a• 1 0 co ► • s; • ot [.iill 11 Ar. 00 two 40711 AEV. 1/O3 APPROVED REGISTEREn A' CHITECF 0 ER E• HUI STATE OF writ APPROVED DY DEPT. DATE CHECKED APPROVED SEATTLE, WA. FOR AGENCY REVIEW / QCTOBER 2 1990 • M _T 1/4 " = I' -0" U.O.N. TOILET 116 WEST ELEVATION zliiiV)aga P.06 \ OF H4L .•�E�h� I(&HT FIXTURe. a' -ct u 3'•.al" MIRlzolL -------- PAPER 'r'lAi01- 111? L 16 UI p seAP pievp 14AIr1.'OT , I MATCH LINE DINING ROOM 107 WEST ELEVATION ( CONT. NEXT LINE) 1 � cevlceG 40. p6P I1T1or�C ) T f•ls 1✓ � at � PeNicae= �rto�1N��IN or°�� pO most ( 7—] F & N ib DINING ROOM 107 WEST ELEVATION (caNT aratiEVAI FACILITIES DEPARTMENT ALUM, WINPOY' - vrvrenl "(C 'MPS C�.a C.� 1YrIcAtd `�-- C7NF C4r 12Up�I�t;R DINING ROOM 107 SOUTH ELEVATION 14 l I�u 1z7 16 44;1.46. --' ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 f• SEATTLE, WA. 98124 MEW C' 6a. Q cP 1 'T'1? - IeepLEc.r p LIFE pL.0 Gat l' Az Fog - ccanoo 60rit�• IAL LL 1 - 7 ACCEPTABILITY THIS DESIGN ANDIOR SPEC ;FICATION IS APPROVED DRAWN BY N OTE 1'L, L' ..1 11 � N + -I�wI� � tiara; PL - MoUP P 1-16+11" CoLAgIf -c, _ Taw (' T•P a 1. i, a. . ! * . s .: ?c. , - K ! • -.. - st' '` S � - ',. � - -;.'. ... .. r ..• �_.. ._. .. .; r.., .. .:, fir. ::� �: I III I III I III I III I III I III I III I III I I !I III 11 111 1 111 j 111 1 1►1 1 Il1 I II1 I 111 1 1111tt 1 '1III l hil I Il 0 16" INCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 1111 1111111 111I1I1 9 10 11 MADE IN GERMANY 12 OE; 6z Se LZ 9Z GZ *,z ' EZ Zz IZ 0z 6t SI LI 91 SI VI El Zt ' IL 0L 6 9 L 9 G E z l WW 0 11111111111 111111111111111111111111111111 1IIIIII111111111111 1111I11111I1III1 1 111!1111111111111lI11 1111111 11111111 111111111 II111111111 111 11111111111111111111111!1 1111111 1111W11IIl1111111111 11 1 1 I 1 11 ... ... .:.::.... ._..., ...,, ,:�.. - <._, � i..;:...:...,.. -.. , -�� . , ,..,.:_ ,..: ,.._.,,. ..,..� ........ .__ ...._ IIIILII�III IIlIIIILLIIlILIIII 111111111111111111111 11I�11.11111i111l,. ' e,t " efit SNP CITY Of 1`UKWILA APPROVED • E3tJI1-DINC: I.)TISiO 11 RECEIVED CITY OF TUKWILA OCT 1 5 i'Y PERMIT CENTER The Miller/ HIS Parthership Architecture and P ahnk .w�....... ...,r- .�.wi.r....+�..w..k..a. ,N,r • , a.,.. !. ,a• 1 0 co ► • s; • ot DD eo Ors nay. 7/a3 -Y .fiT,,7,ta w E.r REVISION 4 pre 1111 r P. r- lbott. R pbe 'ON2 — --� 2' -0" 2- &I SECURITY SCREEN TRACK ( HEAD AT PERF 6". I' -O" MTL. CEILING) I - AIM' ''TOM N/ • ea4 SY M - -- vEgrle -AL cdKAHNEL W/ ' TRilc. PI. AT - rzUlze i � .._ Tc' r TUP r5R I„IANUr 1�RElZ. " ------- - R01.0P `viA15 z, .c-14 Tv AL.I.ON ! ; . t 1- ,ATt -ii CfeRarl 2 SECURITY SCREEN JAMB AI9 MIL I :c CCI 15F24.4w - T' Uva eiI I(:T JAMB AT CONDIMENTS/ SERVERY -L.INE dF T1 AIuVE It ALUM, L..- w+0 &AW • 14T, N/fTL I * 16/$0.e.. TYP ep.. I76 JAMB AT LOBBY/ WALL POCKET Vegrrld,4L. W l GJ I •P I F1.v h r. JAMB AT LOBBY/ EXTERIOR WALL 4, 4r ,,okUM, TUR6 IKt IS . I1-.TL -T - rat: 4 5'%( 0 5rEa SECURITY SCREEN TRACK (HEAD AT ACT/ GWB SOFFIT) l.I PIXTUR5tL3 T141 ' t7 geP To I TGN THfj�,�DGP SL.F.�' �IX.TU a/e j - WaL.D IN T0 6cr1TOIa. vp We" ra- : —�8"� h'.. E! -ATE- KYH,A . FINIS 4 t TGN I.I&1 'r �' x FIXTUR 9�i ____'r NON - TAPaR.E17 ALUV, I191.5 - K NAR FIN IhH 'Ps MA r1 L.ILHT FIXTURE. Ike 4 POLE — MOUNTED LIGHT FIXTURE 2 AIJ 3 " =1' -0" -_1 FL. A N&e, Her Fora CiL,NP.rlY (3) 17 / + A'3O1 Ar1G OR �' _ �5.r.a ...u' '¢;:. . '"•e yLX f� '-S II I! I !! II iII i I! JIIII ! I!I!I!IIIIjII�!I!I!I!!4! .Li ., 0 feTHSINCH 1 2 oe r 6 Z 8G LZ 9Z Sz b7 £Z ZZ Iz O2 I t IIII ! II IlIt IIIIIIIlIIIIII I .I .i I ! II I. I�I■IIl IIii1111l IIILIII Iil iillll! 1i 111l lai!) 1� IIIIIIIIi,II!!I!il!l lllii lll 6 MOVEABLE PARTITION TRACK FACILITIES DEPARTMENT NO SCALE TYPICAL INTERMEDIATE SUPPORT SUPPORT (21 2' I��' «Ti.. �'� rNEeri ►R .IC'I' 1 N - 5 TRAc!� VAaI I2 6A. L.Ai e12,64- 15 1H0 - 1A1112e* Vag N /4. Tiwr TURN/ IN I'Z.' H Er4P OP HIFte,'T`rF GLIP vU MacH. FP4T5HER To 5Tgik..7 Irz TEa. PE P°� ' " TS® M I. Gf:�IL.IHE7 PfNBL. ,U'iTICDL C' II.INUTTLe - ate• ,d►� �v1 Pr�►aN moot - GoNtieGT To OTUg a Z1► tatE. w -. CAP, F.5, A) AI- o.a, •, vda --4141t4 TEa 7 CEILING LATERAL BRACING p L S %;1a -o LIGHT FIXTURE POLE B ASE / INDOORS , CEILING PORTHOLE EDGE ❑ AUBURN, WA. 98002 ❑ EV E R ETT, WA. 98201 E: KENT, WA. 98031 ❑ PORTLAND, OR. 97220 RENTON, WA. 98055 SEATTLE, WA. 98124 III III IIIIiIIII. Ii II lIllII !IIII!IIi!IIILI!Iii 11jii!1!IIII! III! I ( 1 I I I I I I 11111111111111111111 11111111111111 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the 9riginal document. 6I 9L Lt 91 5I 'iL CI ZI II p(, I I I IIII I,II II IIII IIIII Id1111I IIIIIi1111111111111 1 I1! 1111 111111111I1111111111 II IIIIIIIII'I RPY>t ,$rED !e1ETAL 11 P'1 U& PANCL. -GUT -0 TO`c'k: Net-r; "4" N L.DIN&& /TuPr'4e,� Mol ly& I 1'or.lC) APPrIOVED ST CHECKED DRAWN SY CHECKED REGISTERED A HIT T I0 12Ai9/ 3 " I' - 0" ACCEPTABILITY • THIS DESIGN ANO!OR SPECIFICATION IS APPROVED I II 111011111111111111111111111111111111111111 1111 9 10 11 MADE INO€ MARY 12 8 /. ' 9 5 b £ 7. I wh 0 !IIII.?IIII)I111ifi111II LILII)liilllII.IIII 1111I1111111 It;'l iIIIIirIIIIII!!tIIf II! ii 9 LOUVER JAMB 2" 3"= •1' -O" DOOR JAMB L E.L. J - r-1.4.5141140 - P1-0*1411 , 1 I? Loll LL.DI'� M6r1 I.ipR FLAME III COLUMN ENCLOSURE --' rP, G pie' i Iz t= I,,,C -Irie rrL1 P Fr Mit•ICo peg .YPia1 ciLJRA.. 4/8" &1145 i1.6106,/ SUSTITLE. DETAILS AF.E1RP 12 LOUVER HEAD 1.I /2" - I'- O" SYMBOL OAYE • 3U!;.[flNG DI'rSION e" Loceil4A1 -i' C.1aN�. L W / 1 p 1.511r. 14 RECESSED SLAB /FREEZER WALLS SHEET ,F S NO. 9005 LU big SYM DO r 4o7$ AE V. 7133 REVISION Caleg -EGTI ON a .......... DATE REVISION STRUCTU 'AL BY APPROVED DATE RA BY APPROVED W1111111111111111111111 Elina FACILITIES DEPARTMENT INGS ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATYON IS APPROVED DRAWN BY • APPROVED BY ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 982'01 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 ax e <i Ix? s1 ✓ r/ 7 ' ?•'1,);r'.'kt. rte f APPROVED APPROVED DATE kpff consulting engineers Seattle, Washington SUBTITLE STRUCTURAL GENERAL NOTES SYMBOL DATE OF q ci0 T�iIE . GAOEI #912 BUILDING SEATTLE, WA. CONTRACT DOCUMENTS / OCTOBER 5, 1990 LAST REVISION SHEET is1 .SOB NO 9005 DwoNo: -012 -1001 tom, DE REQUIREMENT: All design and construction shall conform to the requirements of the Uniform Building Code (UBC), 1988 Edition. i2ESIaI LOADS: In addition to the dead loads, the following were used for design: Roof 2 5 psf L.L. Allowable soil - bearing pressure 2500 psf Retaining walls - Equivalent PA-Stv>~ FLUID rRtr55tJR,E 2 0 0 pcf (unrestrained) - Coefficient of friction • 0.35 Earthquake and wind forces are resisted.by concentric steel braced frames. SEISMIC LQADS: Earthquake design is based on the following: Building: V = Ii W = Base Shear Rye Where: Z = 0.30, Zone 3 I = 1.0 C = 2.75 Rw _ 8 W = total dead load Elements of the structure and nonstructural components: Fp = Z'CpWp Where: Z = 0.30, Zone 3 I = 1.0 Cp = 0.75 (use 2.0 for cantilevered parapets) Wp = weight of portion of structure or component WIND LOADS: Wind design is based on the following: Exposure C, Basic Wind Seed = 80 mph -- P = CeCgQsl Where: Ce = 1.2 Cq = 1.3 Os = 17 psf I = 1.0 SUBMITTALS: Shop drawings shall'be submitted to the Architect prior to any fabrication or construction for all structural items including the following: concrete reinforcement, embedded steel items, structural steel, steel joists, and steel deck. If the shop drawings differ from or add to the design of the structural drawings, they shall bear the seal and signature of the Washington State Registered Structural Engineer who is responsible for the design. Design drawings and calculations or shop drawings, for the design and fabrication of items that are designed by others, such as steel joists, shall bear the seal and signature of the Washington State Registered Structural Engineer who is responsible for the design and shall be submitted to the Architect for review prior to fabrication. INSPECTION: Inspection by an approved testing lab shall be performed for reinforcement placement, concrete placement, high strength bolt tightening, steel fabrication and erection, and welding. All prepared soil- bearing surfaces shall be inspected by the Soils Engineer prior to placement of reinforcing steel. Soils compaction shall be supervised by an approved testing lab. SPECIAL CONDITIONS: Contractor shall verify all dimensions in the field and shall provide adequate shoring and bracing of all - structural members during construction. Contractor shall notify the Architect and Structural Engineer of all field changes prior to installation or fabrication. .$,Q113.: See the Soils Report by Dames & Moore, dated June 19, 1990, for more complete information. Earthwork material, backfill, and compaction shall be in accordance with the recommendations of the Soils Report. Backtt(I behind walls shall not be placed before the wall is properly supported by the floor slab or temporary bracing. All topsoil organics and loose surface soil shall be removed from beneath fill supporting concrete slabs or paving. ,QQNCRETE: Concrete work shall conform to all requirements of Chapter 26 of the UBC. Concrete strengths shall be verified by standard 28 -day cylinder tests, unless approved otherwise. Concrete mixes shall be as follows: 3,000 Max. Water Per Strength Minimum Max. Water 94 LB of Cement Max. @ 28 days Cement Per Per 94 LB When Using Air Max. Aggregate f:c. i) C ubic Yard f m n Entraining Agent Slump Si 6 sacks 6 gals. As an alternative to the above, the Contractor shall submit concrete mix designs for approval two weeks prior to placing any concrete. The alternate mix designs will be reviewed for conformance with UBC 2604. Water - reducing admixtures may be incorporated in concrete'design mixes, but shall conform to UBC Standard No. 26 -9, and be used in strict accordance with the manufacturer's recommendations. An air entraining agent, conforming to UBC Standard No. 26 -9, shall be used in all concrete mixes for work which is exposed to weather. The amount of entrained air shall be 5% ± 1% by volume. CaCle or other water - soluble chloride ion admixtures shall not be used unless approved by the Architect. BEJNE RCING STEEL: Reinforcing steel shall be in accordance with ASTM A -615, Grade 60 billet steel for deformed bars #4 and greater, ASTM A -615, Grade 40 for deformed bars # 3 and smaller, and ASTM A -185 (fy = 65,000 psi) for smooth welded wire fabric (WWF), unless otherwise noted. • S,_TRIJCTIJRAL NOTES 5 -1/4 gals. 3- 1 /2 " -4- 1 /2" 3/4" SYM Bars in beams and slabs shall be supported on well=cured concrete blocks or approved metal chairs as specified by the CRSI Manual of Standard Practice, MSP -1 -80. Reinforcing steel shall be detailed in accordance with the "ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures ", ACI 315 -80. Welding of reinforcing steel, when approved by the Architect, shall be performed using low hydrogen electrodes, and preheated in accordance with AWS D1.4 -79, Reinforcing Steel Welding Code. Lap all reinforcing bars with a Class B or Bt splice as specified in ACI 318 -83, with splices at adjacent bars staggered by a minimum of the splice length, unless otherwise noted on the plans. Mechanical or welded butt splices shall be used subject to Architect's approval. Mechanical splices called out on the plans shall develop 125% of the specified yield strength of the spliced bars in both tension and compression. Reinforcing steel shall have protection as follows: tiee Beams and Column Bars Slag Bars Wall Bars: Interior faces Exposed to weather or earth Footing Bars CONCRETE WALL REINFORCING (Unless otherwise noted): Wall Thickness 6 " 8" Horizontal Bars #4 @ 12" o.c. #4 @ 10" o.c. STEEL REFERENCE PECIFiCATIQNS: Structural Steel High Strength Bolts Welding. Welder Certification Steel Joists and Bridging Steel Decking STEEL MATERIALS: Structural Steel (unless noted otherwise) Connection material, embedded items, channels, angles, base plates, and misc. steel Structural Tubes Steel Pipe Structural Bolts Machine Bolts Anchor Belts Threaded Rods Welding Electrodes ceeseer Vertical Bars AWS D1.1 - .90 AWS prequalified joint details 1 -1 / 2" (to stirrups or ties) I_ t /2 (top) 2" (bottom) 3/4" 1 -1 /2" ( #5 and smaller) 2 " ( #6 and larger) 3" #4 @ 12" O.C. #5 @ 15" o.c. Location Vert. @ CL of Wall Vert. @ CLof Wall NON- SHRINK GROUT: Base plate grout shall be non- shrink type with minimum f'c = 8,000 psi. All other non - shrink grout shall have minimum f'c = 5000 psi. - AISC- Specification for the Design, Fabrication and Erection of Structural Steel for Buildings - 9th Edition Specification for Joints using ASTM A -325 or A -490 Bolts, 1985 Edition - Washington Association of Building Officials (WABO) - Standard Specifications of the Steel Joist Institute - Steel Deck Institute, AISI - Specifications for the Design of Cold Formed Steel Structural Members ASTM A -36 ASTM A -36 ASTM A -500, Grade B ASTM A -53, Grade B ASTM A -325 -F ASTM A -307 ASTM A -307 ASTM A -36 ' E70XX STRUCTURAL STEEL: Structural steel design, fabrication, and erection shall conform to the requirements of Chapter 27 of the UBC. All members are to be erected with natural mill camber or induced camber up, unless otherwise noted on the plans. Substitution of member sizes or steel grade will not be allowed without prior approval of the Architect. Bolted connections are to be of high strength ASTM A -325 bolts as shown, unless noted otherwise as machine bolts. A minimum of two bolts are required for all beam connections. The minimum weld size shall be 3/16 inch, unless noted otherwise. Connections are to be as shown on these drawings. Alternate connections will require prior approval of the Architect. Structural steel and connections exposed to weather shall be hot - dipped galvanized after fabrication. All field welds exposed to weather shall be coated with zinc -rich paint (Galvacon or equivalent). METAL DE,QK: Steel deck shall conform to ASTM A -446, Grade A minimum, and have a minimum fy= 33,000 psi. The galvanized coating shall conform to ASTM A -525, G60, or G90 where left permanently exposed. Minimum deck gages are shown on plans and are based on 2 -span, unshored conditions, Heavier deck gages may be required for conditions other than these, depending on manufacturer. Other deck gages shall be submitted to the Architect along with a valid ICBO report for approval prior to shop detailing. Deck welding shall be in accordance with AWS D1.3.89, Specification for Welding Sheet Steel in Structures." • Contractor shall provide closure plates, flashing, and all miscellaneous light gage metal shapes necessary to complete the work. The minimum end lap shall - be 2 inches'centered over supports. The minimum bearing required shall be 2 inches. Roof Deck: Steel roof deck shall be Type HSB -36 deck by Verco Manufacturing Co. with ribs at 6" o.c., of the size and gage shown on the plans, or an approved equal. Roof deck fastening shall be as shown on the plans. ' A.B. ADD'L ARCH. BM. BLDG. BOT. B/ C C.C. C.I.P. C.J. CL Ci.G. CLR. C.M.U. COL CCNC CONN. CONST. C CONT. D.B. DET. DIA. DKG DIAG. DO. DN. DWG. DWL. F.A. ELECT. EL EQ EQUIP. E.F. EW. F>C. EXP. EXT. F.D. FDN. FIN. FLR. FLG. F.S. Fr FTC. GA GALV. GR• G.W.B, H HF ' ,% H.P I.E. I.F. IN INT. Q.F.Ea WEB STEEL JOISTS: Joists shall be of the size and type shown on the drawings and shall conform to the requirements of the Steel Joist Institute. Joists shall be designed in accordance with the UBC and loads described herein. In addition, they shall be analyzed for snow drifting requirements per 1981 "Snow toad Analysis for Washington ", published by the Structural Engineers of Washington. Joists shall be supplied with the proper bracing and bridging to provide lateral stability of all joists. XE PAF SIQN BOLTS: Expansion bolts Shall be Hilti Kwikbolt, Parabolt Concrete Anchors, Ramset Trubolt, or an approved equal, installed per the manufacturer's recommendations. Bolt lengths, spacing, and embedments shat be as designated on the drawings. Where the required embedment is omitted, the bolt shall have sufficient length to provide at least the embedment and capacities shown on the following schedule. Bolt capacities are based on values without special inspection, minimum spacings of 12 diameters on- center, and minimum edge distances of 6 diameters. Allow. Tension Allow. Shear B211.1511e Min. Embed, (fc' =3,000 psi) (fc' =3,000 psi) 1/2" 5/ 8" 3/4" 1" 2 -1/4" 2 -3/4" 3 -1/4" 4 -1/2" -- --.. -- -._ —.o.r-••••...�� . • SHOP DRAWING BEVIEW: The Engineer of Record shall review shop drawings and calculations 2 for all structural components designed by others and send a letter to the City of Tukwila confirming that these drawings.. and calculations have been reviewed and are compatible with the basic structural syst. +� em W ' 'fit v s � +s" Anchor Bolt Additional Architectural Beam Building Bottom Bottom of Camber Center to Center • Cast in Place Construction or Control Centerline Ceiling • - Clear Concrete Masonry Unit Column Concrete Connection Construction Continuous Complete Penetration Divider Beam Detail Diameter Decking Diagonal Ditto Down Drawing Dowel . Each Electrical Elevation Equal Equipment Each Face Each Way Existing Expansion Exterior Floor Drain Foundation Finish Floor Flange • Ear Side Feet Footing - G alvanized Glued Laminated Beam Grade Gypsum Wall Board Hanger ' Hem -Fir High Point Inside Diameter Invert Elevation Inside Face Inch Interior ., JT K KSF. LF. L.LH. L.L.V. L.P. MAX. tv1ECH. r MIN. Joint . MISC N.I.C. NOM. NO. N.S. NTS. CC O.D. O.F. OPNG. OPP. P.D.P. P PL • PL. P.P. P.S.!. P.S.F. R.D. REINF. REO'D RTN. SCHED. SECT. SHT. SIM: S.O.G. SP, SPEC. S5. STD.' STIFF. STL STRUCT. SYM. T/ T &.B T &G TS TYP. U.B.C. U.N.O. • W ;_ ` W/O W.P. WT W.W.F 475 lb. 725 lb. 1,100 lb. 1,805 lb. STRUCTURAL DRAWING ABBREYIATIQNA Joint Kip (1,000 lbs.) gips Per Sq. Ft. Lineal Foot Long Leg Horizontal Long Leg Vertical Low Point Maximum Mechanical Minimum Miscellaneous Not in Contract Nominal Number Near Side Not to Scale On Center Outside Diameter Outside Face Opening Opposite Plan Dimension Point Post Plate Property Line Partial Penetration Pounds Per Sq. In. Pounds Per Sq. Ft. Roof Drain Reinforcing Required Return Schedule Section Sheet Similar Slab on Grade Space . Specification Square Stainless Steel Standard Stiffet.er Steel Structural Symmetrical Top of Top and Bottom • Tongue and Groove Structural Tube Typical Uniform Building Code 'Unless Noted Otherwise With Without Work 'Point• ' Structural Tee Welded Wire Fabric 1,840 lb. 2,730 lb. 3,660 lb. 6,500 lb. ." TV% As- sweirato e • J 0 IS THS INCH I 1111111111111 111111111 1 1 I I I I I 111111 1 1 1111.1 I I I 4i 1,"1,I (JI 2 3 06 6Z 8' L,Z 9Z sZ 73 CZ Ze tZ Oc 61 et 111111JIIl Illi thi Illllllllllll lllll! III li1111IIIIII01111hI !I !In �IIIII III! 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DING Dt DATE 11111111M11111111 imme MIS MIMI APP OVED Af� VtSION REVISION DATE • alieriMEZAW FACILITIES DEPARTMENT APP OVED IV .r •a ND 9005 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 DAT DWT 0. 1K.,itWmaon Consultants Ltd. CeeittittIng E,nglnecos M echanlealIElectrI al /CIvtt!Energy Sts. 211. 1932 Firs! Avenue D Seattle, Wastungton 98101 (206) 443 -3444 LAS? REVISI0N 12o/1.41 :355 • cF1-4. SQt V, GAG G ALV/AiJIZEr) , M ++. °.E.E1J . . DININ - G 3OOM {I0 i X 15 - SD CFP 112Q M "TYP oPS TYro op 3 Q>, 12 EXHALkir up MAIN L.EVEL. PLANN - HVAC I /8" 11_0" �. 15 7.50 c. M `r`f P CF3 4/ 14 •1 UP. 0> C:\ r' 7 Imo, 20 /2a 1s GF er1 TYP of Z sD i 22/12. 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FOR AGENCY REVIEW/OCTOBER 2, 1990 PERMIT CENTER Ie ��1TJ f✓ wi ruzIJ1} iJ FL ex I eLe L'' er corNECT101,1 6I1 W A L L . e11PN-Y Al & 2 C I L L E rI MeIJ61Dt,1e. , CFM . 5UPP L.Y A112 DI'f=FUaER . 4-WAY 11 -11200/ U141-Efto KlarEo t?'? FL-ON ARROW NEC aIZF_ , CFM e44CWI}I . Ren.JEN .AIR GRILLE. FAGS DI MENItiaga, CAM EX1-1AUaT I r2. GRILLZ I+AC,E ni ME}J61O ,cFM ' ATTGiQ UATOR IoUvE.rZ L C`(G.c) 51~E rANGE . cFM N . i 1JFE12 A! R G IZI LLB Ate1b UNJI T NEAT'. 1-101 TEmperzATtlas T t•15.M'tTER Ac. (�..vfir ©P AIR C NDITioNIt..* UP4I 04-1 R.a. 1 ,K.E -Uri• AIR 1-1At4DLII ., 17 sop e.ACADRA FT- cA lvt PER. cFM CIJe,IG FEET Pax 1,41 N ! Ts, D I AM E. EI.gcn2•ic„A4. CrJ1.1T 'T`Ork EF Ex4-1A,Uvr Fittw eG e, 4A!.es GRILLE 'TITUs CORE A I,1 COIL ULirr' GG ast4e1443. C 7 4"1 cror , IC?• IteaIDE DIAMaTEI • MC I4 F4Ah1IC.AL Co&IT^R - Tof . MI MIklIMUM RP • GRAOIA1.11" FAIJE..L so 5UPPL.'4 AIR rI FFLI ER+r: MIS S)UPPL"( AIR GRILLE t - fl - US 212FL TY PIGAL- . TRAK6FER AIR GRI LLE, : T'1'1'U� =v F LdtJ I°T 1.1 E Al'7"ER. C> E YAG"i"'_ JKIEC T 1OIJ AD .LCXA1101.4% OF 4 U T ZUC T °iV I.411r -1-IEM 04.1.44U6 ' f412.7:E, it>NALJ- PI EL.D VFAI FI ED AND C I NAT> w I'T14 N 5 rc I4 EN soul Piv1104T et4 rANG Ate c c E>Dt54VWlAss4 E)(1 - T DUCT; . , � A E )(AC.°T CO�1 NECTIO1J CIZE Arc) J XATIci.J DISI,oWA N Nock kiE }AeLL. 2 PIELD VtrelPIEL, 4.�1p a:GRID:MATED I+fG ��i�1� 1- C KIT�E14 EQUlF 4 l" !-) . go I t .iP 411174EZAW FACILITIES DEPARTMENT 0 AUBURN, WA. 98002 El EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 •SEATTLE, WA. 98124 ROOF LEVEL PLAN - HVAC T :tt e A FETERi A #9-12 BL HLDING SEATTLE, WA. FOR AGENCY REVIEW / OCTOBER 2,1990 ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED (ID C9 c A ELECT._ _TO 4 - EFRB2 AFIRB2E B 3 _ALCOVE__ J WOMEN ROJI ACRC2C e THS INCH 2 OE 63 43 111111111 IOW • /". 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REVISION AC rr °rl,li9, L sc,goeg WAS- . alto ALTERN 4's' IJe 2 g1-iolt,i0 F°pR REF size Mc4 owl a SECTION I /4 "= 1' -0" SECTION 1/4"21 0" FACILITIES DEPARTMENT L7ltTWDR+4 AND 'raPRI KLEtz PIP! tala (oNER TH E . sal NI i Iac ) %AU- BE I J - r a.1.. .p / N tco4 As 1 =p°�61 S, Le.. PRoliGrp sot.IwI1 A-r 5r4uA►T1 ©N sil-et4CIEk6 FoR EloPrf4 StMPP4..%( A 4P t2,ETl.k2 4 DIJC- TWOaFt F1200 AL -1- Js,H e Paa Q.G44 Di) 1 .42 Il i t5PEG, SE�T IOki Ie PRov'IpC hcc.oU - re,AL DLJC.T U041g& Ft IZ .ALL s A1.1P 12E71.I12.1.4 1.1 R. t i z K As •GPE.IPIEt7 IiJ sPEC-. sECCTIc,61 Irk, ISseg , ccorzoi NJA1° em Pe12A,TU 12E. GCt..17 - PO L C014 IL1TTALLATIOa.I ( aJC. .-EC) 1 ! I"C"I -II I�1 - n-1E 1vi I4 kJ G. C:.. TIP I CAL a F ?, J- ATI ("NIS , AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ❑ SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN LW I Alivi I APPROVED BY DEPT. CHECKED ENGR, CHECKED APPROVED APPROVED DATE SUBTITLE t o ccc - r i A L DiJcT - 11 2 a4 - 11.46.1%1 - r ) Uw IT 1V °.. UMD Arr UAit' . TYPI;,L alt 12 2d� AhFZt''., ACRC2C A .RO2. ea . JOB NO. , 9005 BUILDING SECTIONS Tl eAFETERIA #9=12 131JILI)ligG, SEATTLE, WA. FOq AGEWCy REVIEW f'OCTOBER 2,;1 RECEIVED CITY OF TUK•WILA ;Ci1E`¢i. PERMIT CENTER D. w. Tbral&M Consultant; LM.:' Csuw,Ing i gtncers ihwomr-ffies, TosualtatErwgy tye. 1032 gm Avenue - j44;0 i; Vim► PO N µ Iaoa) /t1044a LAST REVISION SHEET SYM OL DATE w /iM1•111111i•Y/olo■ 11•11•R► :tr iK: r..Tx `YS.s 0 10 TMS INCH 06 6z 8d LZ 9z s I CZ ZZ Iz OZ 61, el 4 �Illit !!Ililil��I I!I I ii�� Mill!!! IIII 1 111 1 1 ! III lI1 l iil� l ilii l lll! 1 1lllfilll l ll11 I 111I I II1I I IIII IIIII . .. .. ;.., .,. ..., . _ ?..,_ to 1�. -;;.� ...,. . , ✓ f „� . , a ��:...+, _... ,.� `r - r ;. s' s v :Yr ..e22. . ,`"' p ,,i It1t111tI11t1I14j4ILltltItliItltI . tl . 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Washington 84101 (206) -•Mr ; -t_rr� oa woo drilVE M V- 7/33 - - o- r - N "S • I MATCH \ LINE 1 F " PARTIAL FLOOR PLAN /4tt: I CL7 • 107 ■ t- DINING ALCOVE 107E ";a sal 108 irdA7A FACILITIES DEPARTMENT In GREAGE I H'TEPGEProt �F A/V 107F E AUBURN, WA. 98002 • EVERETT, 'WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 O SEATTLE, WA. 98124 _L �I! OLEF SERVE 107G i REEZE3 L_ 112 OW TOP t • 1 • DRY STORAGE 114 III TOILET 116 1 1 " GMT) WATER. I, MECHANICAL 118 PLUMBING — 11 CO OIUMMINIMWONIMMONIMMIMMMOZOIP -- ----°� VICC 111110.11111111 t.1.t•• — .._.....,. • CAP, SatZEW ED OP CICLCER. � — ' - CC 'C.EhtTR4 c 7D 2 ) WP 14 5 •■•••■••■! 4 f RECEIVED crr( OF TUKWILA OCT I 5 in PERMIT CENTER LEGEND CLEAN OUT, EXPale, CLEAN oUT. c.44.411 ALT ' L- 1 COW, WATT 6911t 1 07 WATa. , 1:12MMOIC w.&, Ral L TIN paisterenG NATURAL INDtP r PRIttkiN 'ha 1 A RY mare v .N°r ELBOW UP . Dtd. , SIDE , TEE UP, pN°, SIDE, EALL VA \ ia / 0411. 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FOR AGENCY REV1EVV ; OCTOBER 2,„ 1990 CLEAN OUT, EXPOSED CLEAN OUT, FLOOR HOT WATER, DOMESTIC HOT WATER, CIRCULATING INDIRECT DRAIN SANITKRY WASTE VENT ELBOW DN, SIDE BALL VALVE GATE VALVE GAS PLUG VALVE BALANCING VALVE CHECK VALVE NON—FREEZE HOSE BIB PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE BACKFLOW PREVENTER FLEXIBLE CONNECTOR . D. W. Thomson Consultanls Ltd. Consulting EngLqems Machanlcal/Elackal2s1/ClaEnsigy Ste. 211. 1932 Fbal Asians Sean's. Washington 941101 (2C6) 4434444 Lthi "ke DO 114011 4416 Pit V. 7/83 47 . -e • . - . soc441414wIL - q7,7- 11111111111111111111111111111 1 2 0 THS INCH 1 3 lJtiIl'IiIItIIrIIiI• II I II I 11111'11.1111 FIIJIjIl 11101111 6 7 8 NOTE: If the microfilmed document is less clear than this • //' notice, it is due to the quality of the *riginal document. • • 0€ 6Z 8C LZ 9Z C 4 7Z ez zz s.:3 0 7 6t 91 4L 91 SI. VI. EL Z1. 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FOR AGENCY REVIEW / OCTOBER 2, 1990 . CLEAN OUT, EXPOSED CLEAN OUT, FLOOR CLEAN OUT, WALL COLD WATER, DOMESTIC HOT WATER, DOMESTIC HOT WATER, CIRCULATING NATURAL GAS INDIRECT DRAIN SANITARY WASTE VENT ELBOW UP, DN, SIDE ?EE UP, DN, SIPE CAP, SCREWED OR SOLDER . CONCENTRIC REDUCER' UNION. BALL VALVE GATE VALVE GLOBE VALVE, NC GAS PLUG VALVE BALANCING VALVE CHECK VALVE NON-FREEZE HOSE BIB PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE 'ABACKFLOW PREVENTER FLEXIBLE CONNECTOR PRESSURE GAGE MT? PWT D. W. Thornton Consultants Ltd. ' Consulting Engineer') lieelserical/E4cltinal/CivWEnirgy Sir. 211. 1932 First Int$Stie WaSh1010011 WHO! (206) 443-3444 IASI REVISION STEM THERMOMETER PIPE MOUNTED cnicuLATio ea : fr2 I: • fr ''' :‘;'', 4. z 0 ' 0 Ike , S 0 • 4 LU cc APPROVED PLI tsoeo 4073 PI EV. 7/1113 BY APPROVED DATE REVISION DEPT. 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KENT, WA. • PORTLAND, OR. ❑ RENTON, WA. SEATTLE, WA. III 98002 98201 98031 97220 98055 98124 GREASE INTE CEPTOR DETAIL ;(` e/ L I I '41 cy l _ off l I >1 II 18106 d I '+� �' 1i• *T."i Jai~© y & r i �l y11��. le I III IT T II II zIi SUBTITLE 18111111111101112, e L. PI.GoR ex ! 1014 REcaZaD IMTO FI UI H PLWrZ ccx' DI IJAIS ' K"T's.610) IJ - rte 1.4.6,or04 FL 2 c p -I 410 N WsetwrE PIPIfJG eLevA1Dr.J gogej J Gt .ate. ii.rrEac,spitm, a vP..L. SEC bel..04 I IN GaE,4Ee IN'T'TRC ,PTc4 . sHA.L.t -- E VIDi"....ta w ITi4 FLON C ITlaol., VAI..VP FOR. INDIVIDUAL. WASTE- Pv.0...> IV -5 M Fog LcGkriord GREASE. I tJ1W -C ,.P 1t4 . PLOW GoIJ` 12.0L vALvIG , SET AT 1/2. PAD CAPAC.rrY OF INTER SP total. Tyra, of 2. I I I J 1 111 1 111 1 1 1 1 1 1 1 111111111114 { 1 L' fI , CI . 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NFU • LEGE RECEIVED CITY OF TUKWILA LcI I ri 1 , PERMIT CENTER DETAILS a PIPING "tAFETER1A BIJILQING CL EA !OUT, =POSED rCL 4 TI, MALL l aLtN COLD WATER, DOMESTIC R *OT tail T' '•bo!MMTl C HOT" NATEIt, CI Li NATURAL t 7 INDIRECT DE2i SANITARY WA VENT ELBOW u TEE UP, DN el' \ CAF`, SCREWED OR CONCENTRIV; UNION BALL VALVE- GATE VALVE - GLOBE VALVE, NC GAS PLUG VALVE BALANCING VALVE CHECK VALVE NOI - 'REEZE- HOSE BIB PRESSURE REDUCIiW V VE PRESSURE RREL$EF: VII V,l ', BACKFLOW' PREVEN?ER: FLEXIBLE CONNECTOR: PRESSURE GAGE STEM THERMOMETER 'te X tt i MOUNTED CIRCULATION i rr A 0 co Y�C : 3 ;' Os MOS a,$ RI v. /Pa LOBBY 071 ING A DIN EL r - r Pl l• PaP: ALL poWN. 1.1EIAM MEN I II • UP Aut) Zo Is4 H' Ale -- I a DINING ROOM *11 MAIN LEVEL. PLAN vQ . ii g I i .^ O il 1108 . it IL 1_1_ _ 1__ I i t 0 I I III LOADING DOCK r �I 01 G i I� • Is TOILET I ftej 1 1 LJiLDI 9PP-1 N 44P. 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S REVISION itIA I 1-3) !NCI PSAYI) rr DATE WASHINGTON STATE ENERGY CODE LIGHTING ENERGY BUDGET INTERIOR LIGHTING : I vI■11-1 AN "1-1.-owfr v\//\ ANuLovvAti., v'/Ai w,% EXTERIOR LIGHTING 1,15211 rtm% HYVaillt A i.L.ovvfr\it7L,e- v\beN--pbse P\L L ovA ts SYM INVIMAINIMINIMINNIJOHOIRMINIALS = c12 stR, = I e a5 17 \M911 10 18 YVANT7S oar 4 I F-ri 7; v\wit‘,/L.R 070 wo4v-r-re 2, :z8E w,ATT's 4,4174EZAW FACILITIES DEPARTMENT woonoloommomm• es TELEPHONE . D AUBURN, WA. 98002 O EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE, WA. 98124 INCANDESCENT OR FLUORESCENT DOWNLIGHT FIXTURE INCANDESCENT OR FLUORESCENT WALL WASHER HIGH INTENSITY DISCHARGE FIXTURE (TYPE AND WATTAGE NOTED) 1 LAMP FLUORESCENT FIXTURE (TYPE AS NOTED) 2 LAMP FLUORESCENT FIXTURE (TYPE AS NOTED) 3 LAMP FLUORESCENT FIXTURE (TYPE AS NOTED) 4 LAMP FLUORESCENT FIXTURE (TYPE AS NOTED) FIXTURE ON EMERGENCY SYSTEM (TYPE AS NOTED) EXIT LIGHTING FIXTURE, CEILING MTD., DIRECTION OF EGRESS NOTED EXIT LIGHTING FIXTURE, WALL MTD., DIRECTION OF EGRESS NOTED IDENTIFIES TYPE & WATTAGE (A . TYPE - 250 . WATTS) =1 SWITCHBOARD OR DISTRIBUTION PANELBOARD 480/277V POWER PANEL, 208/120V SPECIAL PANEL AS NOTED 'C INDICATED CONTACTOR (D GROUND ROD G lOr 1: HOME RUN-PANEL/CIRCUIT (EXAMPLE EWA) CROSS. LA• PNL/CKT MARKS INDICATE QUANTITY OF CONDUCTORS (SIZE NOTED) LONGER SLASH INDICATED NEUTRAL WIRE (IF REWD). IF UNMARKED INSTALL 3 #12 AWG (2 IN 1/2" CONDUIT. REVERSED SLASH INDICATES .ISOLATED GROUND WIRE REVERSED SLASH WITH "G" INDICATES EQUIPMENT GROUND WIRE. CO CO 'commITcoNcOLEP uNigWouND ORANAERSLAB.: FLEXIBLE METAL OR LIQUID TIGHT FLEX METAL CONDUIT AS NOTED CONDUIT TURNING UP a CONDUIT TURNING DOWN —6— GROUND WIRE (SIZE AS NOTED) - GROUND WIRE WITH EXOTHERMIC WELD CONNECTION —LV— LOW VOLTAGE WIRE E.— EMERGENCY CIRCUIT —FA— FIRE ALARM CIRCUIT (ADT) PAGING ----K. RACEWAY OR CONDUIT ONLY, WITH PULL CORD JUNCTION BOX, CEILING MOUNTED, FIELD SIZED JUNCTION BOX, SPECIAL (SIZE NOTED, "WP" WEATHERPROOF) PULL BOX (SIZE NOTED, 'WP' WEATHERPROOF) TRANSFORMER LOW VOLTAGE TRANSFORMER (DRY TYPE) a 30/20 DISCONNECT SWITCH '(FUSED OR UNFUSED) SWITCH RATING 30/20 FUSE RATING 115V MOTOR (SIZE AS NOTED), 208 OR 230V MOTOR (SIZE AS NOTED) 460V MOTOR (SIZE AS NOTED) MECHANICAL EQUIPMENT DESIGNATION EQUIPMENT CONNECTION DUPLEX RECEPTACLE (OR OTHER DEVICE) IN FLUSH FLOOR BOX SINGLE RECEPTACLE 20A, 120 VOLT DUPLEX RECEPTACLE, 20 AMP DUPLEX RECEPTACLE, 120V DUPLEX RECEPTACLE, 120V, ISOLATED GROUND DUPLEX RECEPTACLE, 120V, MOUNTED ABOVE COUNTER DUPLEX RECEPTACLE, DEDICATED CIRCUIT 1, HAse — f6 4: :" kw - et* • .1' ELECTRICAL SYMBOL LIST gomo..■• •■■• ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED APPROVED BY • • 0 I I • 111 I I I 1 I I I I • 4 • e l t 4 10 %, SUBTITLE MEM TELEPHONE PANEL OM TELEPHONE OUTLET 010 FIRE ALARM PANEL (ADT) 0 SMOKE DETECTION HEAD HEAT DETECTION HEAD EQ, GONG, SINGLE STOKE, SIZE NOTED 001g BELL, SIZE NOTED _ ANNUNCIATOR (TYPE AS NOTED) Q BUZZER DI HORN FLOW SWITCH TAMPER SWITCH 453 s POST INDICATOR VALVE FAN SHUTDOWN CONNECTION' MANUAL PULL STATION SINGLE POLE SWITCH WITH PILOT LIGHT SINGLE POLE TOGGLE SWITCH DOUBLE POLE TOGGLE SWITCH THREE-WAY TOGGLE SWITCH FOUR-WAY TOGGLE SWITCH SWITCH FOR LOW-VOLTAGE SWITCHING SYSTEM 4:0 PL. '$ 44 4LV $01 SWITCH WITH OVERLOAD (SIZE NOTED) $ SWITCH, DIMMER MOTOR CONTROL CENTER (DESCRIPTION AS NOTED) 15Ki MOTOR CONTROLLER (TYPE AS NOTED) MOTOR STARTER, MANUAL MOTOR STARTER, MAGNETIC O/2. 1NEE: MAGNETIC WITH DISCONNECT SWITCH FUSED SWITCH : CONTACTOR (TYPE AS NOTED) METER (TYPE AS NOTED) 0 PUSH BUTTON STATION (TYPE AS NOTED) —4.-N— CIRCUIT BREAKER, AIR CIRCUIT BREAKER, AIR, DRAW OUT ---- TRANSFORMER, CURRENT (0 POLARITY SYMBOL - RATIO AS NOTED) —e TRANSFORMER, POTENTIAL (RATIO AS NOTED) CAPACITOR AMMETER (SCALE RANGE NOTED) VOLTMETER (SCALE RANGE NOTED) RELAY (ANSI STD. NUMBER FOR FUNCTION NOTED) TEST BLOCK AMMETER OR VOLTMETER SELECTOR SWITCH MICROPHONE SPEAKER, CEILING MOUNTED (D-1 CLOCK RECEPTACLE ELECTRICAL DRAWING SYMBOLS RECEIVE CITY OF TLIK OCT 1 1; ILA DEPT. DATE APPROVED APPIIOVED DATE DWG ?4O 1 "C; Saa I PERMIT CEN ER S-PAKI I N ELC I. C I7T:N L : E O N E G SI N G E : RING. A COMMUNICATION CONSULTANTS SHEET RATING 1920 EASTLAKE AVENUE EAST ScArn.E. 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LI 91 St +it El I 11111 N i000 N.1100 N.800 OCT: 5 11 PER: C ENTER UWI l RECE IVED CITY OF TKLA ELECTRICAL ENGINEERING, LIGHTING CESIGN a COMMUNICATION CONSULTANTS APPROVED SYM I REVISION APPROVED .419ZWIFAKta FACILITIES DEPARTMENT AUBURN, WA. 98002 0 EVERETT, WA. 98201 EJ KENT, WA. 98031 0 PORTLAND, OR. 97220 RENTON, WA. 98055 E SEATTLE, WA. 98124 APPROVED PY DEPT. ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED DRAWN BY CHECKED CHECKED PG APPROVED APPROVED SUBTITLE SITE PLAN ELECTRICAL SITE WORK CAFETERIA #9.12 BUILDING SEATTLE, WA. 90% COMPLETE / SEPTEMBER 17, 1990 19 ELM( E E FAX 206-322.5643 ISHEET SWASOL LAJ 0 au 1 — m REVISION 9 -9 BUILDING _ (Ncrr ►a c41.rr ,e.T) ) PANEL X3E3 EMERGENCY POWER ONE -LINE, DIAGRAM NO SCALE APPROVED DATE 9 -99 BUILDING • - SUBSTATION #55 NORMAL POWER .CANE -LINE DIAGRAM NO SCALE L 10= "\\//).1L0/4\71... 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(VI DI CT 4" WIRING AS REOU +RED - –4-- -- RACEWAY NOT IN CONTRACT C� PULL BO AL-ARM Goi.1 (F4 p) ,o MON1T RIN4c' mac.) pN1 E.N • – 4" WIRING AS REQUIRED FIRE ALARM SYSTEM ONE LINE L_ ELECT. 1 TROUBLE SOUNDER IN FACP ADT MONITORING EQUIPMENT DI_NIN = ALOOVE ar I 1 i ' L ! i WOM1EN . X10 • FIRE ALARM CONTROL PANEL (FACP) O • • i• / aHR82F :;021 TO ALL ---.e. TO ALL (F] • .TO ALL O DUCT DETECTORS .-� 6. TO EACH FAN STARTE C J FOR FAN SHUTDOWN I_S UTDOWN RELAYS TE ANNUNCIATOR - FLUSH, WEATHERPROOF 120 VOLT WIRE WAY IAGRAM CONDIMENT TO ALL Q4 0 4 SERVERY ,a4RCiF3 • cp 1 ZONE F • N .N 1 R DESCRIPTION 1 INITIATION DEVICES 2 DUCT DETECTORS 3 FLOW SWITCH - 1ST FLOOR 4 . POST INDICATOR LVE 8 KITCHEN HC 5,6. "7 SPARE E � S EXPOSED CONDUIT NOT ALLOW D 1 Al RP2C 0 ! 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SYM DATE LIGHTING PLAN caIINWROnUMw.v - 118": - ='1 1 -0" � � k mow* 1.., um Ku 1;." asp EZ ZZ l2 OZ 6L 8t £l ' 5t *A et 2I • It OL ff � ' I 111!11111 11111!111IIIIIIIIIIi1 111 1111 1111 111111I111111111111111IIIIIl111 11 1 "�i1lf llll f IIIIII111111111111l . ! 0 AUBURN, ,WA. 9€002 © EVERETT, WA. 98201 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 9805 is SEATTLE, WA. 98124 3 4 5 6 7 8 NOTE: if the microfilmed document; is less clear than this notice, it is due to the quality of the•original document. EXPOSE6 CONI4UIT NOT AILLO WOW V. 107F COOLER LIJ TITLF SUBTITLE FLUORESCENT E A - 2' X 4' RECESSED, PRISMATIC LENS, FOR EXPOSED GRID CEILING, WHITE REGR NUM DOOR FRAME, TRIPLE G.ASKETING, DAMP LABEL. Al 3-F34 BENJAMIN ATLAS 107 177V AGS- 10- 75- 3- 2- C- ES- H1- 0- 1- 34- 1= 0 -0.0 -0 TYPE. B - 1' X 4' RECESSED, PRISMATIC LENS, FOR EXPOSED GRID CEILING, WHITE REGR S ALUMINUM DOOR FRAME. r� r TYPE C - SURFACE MOUNTED, INDUSTRIAL, 20% UP- LIGHT, WHITE FINISH. Cl 2 -F34 LITHONIA AF 74 TYPE D - .OPEN STRI FITS WITH CHANNEL CONNECTORS FOR CONTINUOUS RUNS A , ASYMMETRIC REFLECTOR MOUNT TIGHT TO UNDERSIDE OF ROOF TRUSSES AS INDICATED O DRAWINGS. 1_ 2 -F34 LITHONIA S140HRS/817277/ TYPE E - RECESSED COMPACT FLUORESCENT DOWNLIGHT WALL WASHER, LENSED, • 'I D, RING. 6-1/8" DEEP, 7" APERTURE. El 2 -18W QUAD LIGHTOLIER #8043CL /HPF 40 277V I TYPE F - RECESSED FLUORESCENT DOWNLIGHT, LOW IRIDESCENCE ' SPECULAR CLEAR REFLECTOR. TYPE G - WALL MOUNTED, TRANSLUCENT ACRYLIC' T � WRAPAROUND DIFFUSER. TYPE H - FLAT PLATE DOUBLE SWIVEL CANOPY LIGHT TO BE MOUNTED ON SURFACE BOX A. CIRCUIT FOR ON OPERATION' DURING POWER OUTAGE, OFF DURING O EMERGENCY I O 1; DECK - FOR EMERGENCY LIGHTING ONLY. ' PRO NORMAL OPERATIO H 2 -50W PAR 30 SWIVELIER AA =2 FLOOD `130V TYPE AAA - RECESSED METAL HALIDE DOWNLIGHT, LENSED, CLEAR ALZAK °REFLECTOR. • AAA1 1 -175W ED -28 COATED 4100°K LIGHTOLIER 33645 /MUD /85/ COATED 1( JF974 /70WMH RECESSED DOWNLIGHT WITH PRISMATIC CONTROL LENS AA A3 1 -70W ED17 COATED 4100°K . A AA2 —1 -70W EXIT SIGNS TYPE X - tiNIVER3AL RECESSED MOUNT 2 LAIMI?', 8 WATT FLUORESCENT LAMPS` (F8T5) ED INJECTION MOLDED ACRYLIC PANEL, GREEN LEI"1 ERS. X1 I INCLUDED LITHONIA F2RP 2 -F3F 1 -35W T4 12V MOUNT LUMTNAIRE (AS DETAILED ON THE DRAWINGS) ON 8' -0" POLE WITH C COLLAR FITTINGS.' PAINT FINISHES TO BE SELECTED'. PROVIDE REMOTE BALLA EACH LUMINAIRE. LIGHTING LITHONIA CHAIN HANG /(2) AS40 LIGHTOLIER #8056- CL /HPF 40 THOMAS B- 1315 -4 • HOLOPHANE EGH175MH /27/P/B31 • 210 277V ENCLOSED A ND . GASKETED LITHOLIER 8647BA/8627WH/8618 35 . 120V . ^'. *; , . r:.�.• nr{. K ;..:.',. t .a. J ,s < <,•,?"; i....s..rr.>� saM - .e_^w'Y `�;`�R: ,`,...'�e?�'•,1.cyr�a[%..7 c'w�.',i:.d. 100 120V ELECTRICAL ENGINEERING. LIGHTING DESIGN a COMMUNICATION CONSULTANTS ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED DRAWN SY CHECKED ENIGFI. a CHECKED 0 /6v 0/2/90 SYMBOL 1920 EASTLAKE AVENUE EAST SEATTLE. WA 98102 -3698 FAX 206- 322.5643 TEL. 206. 324 - 1555' 14, .•a ..2v "t r:'re47.>:s aak xit:? +'1. �.4I..,.iw� .a:M%k at ▪ k N coso 4*7* n v. 703 IEVISION IZ7V 1 ! pI )CT f -.RIV1 e"T' .`k'u0 xaa.i r� ,r.: x �i F, ✓ EF1313C. 12O' 146 00 HP' HC-1133A 1.00V 1.b i.0 (It% GL 1) 12oVEt I/101-1P 15...1 ios APPROVED DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED SY ENGR. C? CHECKED0 APPROVED APPI O VED 10/2/90 DATE III I�IIII III IIIII11 1 Iif IIIII 111111111111: ((I(I> 0 IdTHSINCH 1 2 1 3• FACILITIES DEPARTMENT I1 . tJI I III I1111i 111 II L , 1 I f , 1I► I 1 1[ 11I 11111 II 1111 11111111111 4 5 6 7 8 9 10 NOTE. If the microfilmed document is less clear than this notice, it is due to the quality of the 'original document. ze Iz 03 61. EI LL 91 GL hI CI a 01. 6 e L tllnil 11, nllii n:: 1 11Iii1I { 1111cililnl �lllilnn�lii��;+ iiil �lnlfir�nnf lli��linlli�lill l ui {iiil�Ili I i�lli�� 4 .ari�t.�j � ,, � r � .,, � ' S..i`'�. rt :�y+:tisA"s :!= ; "f .fi. vr..�r. i'�..'t'. t.'F i 5' a 'i t`r��`P•' ,,y �_ $oi. ROOF PLAN - . POWER O AUBURN, WA. 98002 O EVERETT, WA. 98201 CI KENT, WA. 98031 Li PORTLAND, QR. 97220 O RENTON, WA. 98055 • SEATTLE, WA. 98124 f 1 '::.. IJ Y '' .'. .r • w wa w S �. 0AE)IN 9 f. 1tz ga . I H H'2 I -1 OU GE TOILET SU ®TITLE }rsY Vin. h✓. ��- r .F'.s.w� \ ."✓,- .a'ji.,/3,�'.� ., s.,..' 'iv ice:.. FLAG NOTES I F oI IDe.. CL M e•I L °r1ON HA +iJ ;TIC e1 R Al C 1 T' L.. P .1 SL- !°RO /I WIhIN& 0,6, 5'TAI Tag.., ROOF. PLAN POWER JOE NO • ELECTRICAL ENGINEERING. LIGHTING DESIGN 8 COMMUNICATION CONSULTANTS RECEIVED " CITY OF TUKWILA OCT '1 5 ic3, PEf.NIIT CENTER 1920 EASTLAKE AVENUE EAST SEATTLE. N►4 98102.3698 FAX 205.322.5643 TEL. 206.324 -1555 r ..4t1801 FSE-56 FSE -57 . FSE-58 FSE -59 FSE -61 FSE -62 ' FSE -63 FSE -64 FSE -65 FSE-66 FSE a8 FSE -69 FSE -70 FSE -71 FSE -72 FSE -73 FSE -74 FSE -75 FSE -76 FSE -77 FSE -78 FSE -81 .FSE -82 FSI3p83 oal' ems se7• Ray. 7/S3 A68 HOT CHOCOLATE DISPENSER A72 COFFEE SERVING STAND (2) A73 COFFEE BREWER A76 ICE TEA BREWER A77 JUICE DISPENSER A78 FRUIT JUICE DISPENSER A79 BEV TOWER & ICE MAKER A82 REFRIGERATED DISPLAY A84. COFFEE SERVING STAND (2) A85 COFFEE BREWER A86 TOASTER A87 YOGURT MACHINE (2) A88 POPCORN SERVER A89 POPCORN POPPER "'A92 FRUIT & TOPPING REFRIG. A93 DELI SANDWICH CASE A94 SANDWICH PREP TABLE (2) A95 SOUP WARMER A9, 7 ISLAND MERCHANDISER A99 PORTION SCALE (3) A102 CASH REGISTER SYSTEM (3) ,A103 MICROWAVE OVEN (2) A104 ICE/WATER DISPENCER A106 MICROWAVE 'OVEN . A109 DISPOSER MOTOR. 1.6 .36 6.3 1.62 0.4 .86 1.8 1.13 .36 3.65 2.6 6.1 1.8 1.8 1.1 0.9 0.8 1.2 0.4 .18 .54 1.5 .13 1,5 )2.1 DATE .2;iC- .....1...... .... .. J' .,.• ?f.> MA HP AMPS 14.0 - 2.0 - 29.0 14.1 3.5 7.5 15.3 1/2 9.8 2.0 17 13 1 17 15.0 15.6 1/2 9.8 1/3 7.8 1/4 10.7 10:0 1/2 1.9 0.2 • 0.3 13:04 1.1 - 13.04 1-1'/2 5.8 T) J F. /O -Z •? DATE • SYM VOLTS PHASE 115 115 208 115 115 115 115 115 115 208 208 208 115 115 115 115 115 115 208 115 115 115 115 115 20$` 1 ' 3/4 ", 31112 1 3/4 ", 3 #12 1 ", 4 #8 1 3/4 ", 3 #12 1 3/4 ", 3 #12 1 3/4 ", 3 #12 1 3/4 ", 3 010 1 • 3/4 ", 3 #12 3/4 ", 3 #12 3/4", 4 #10 3/4", '4 #10 3/4 ", 5 #10 3/4 ", 3 #12 3/4 ", 3 #12 3/4 ", 3 #12 3/4 ", 3 #12 3/4 ", 3 #12 3/4 ", 3 #12 3/4 ", 4 10 3/4 ",- ", 3 #12 7 3/4 ", 3 #12 3/4 ", 3 #12 REV* 10 FSE -84 FSE -85 FSE -86 • . FSE -87 FSE -88 FSE -89 PSE -91 FSE -92 FSE -93 FSE -94 FSE -95 • FSE -96 FSE -97 ITEM NO. DDESCRIPTION A109 DISPOSER CONTROL SWITCH ' 0.1 ! A112 TRAY COLLECTOR 1.6 3/4 13. A113 DISHWASHER 6.3 5.0 , 17.5 A113 DISHWASHER 14.4 - 40.0 A114 BOOSTER HEATER (2) 36.0 43.35 A116 DISPOSER MOTOR 1.16 3/4 3.22 A116 DISPOSER CONTROL SWITCE-I 0,1 - 0.1 A115 HOTWATER HEATER - 0.1 0.1 A117 SURGE PUMP .83 1/3 7.2 C5 UTILITY RECEPTACLES (2) .36 C7 UTILITY RECEPTACLES (2) .36 - C11 UTILITY RECEPTACLES (3)' .54 - UTILITY RECEPTACLES (5) .9 TOTAL • WOMEN lot 06 6Z 6C GZ 9Z GZ 1 7Z 'CZ II I 1Ilflllill!!I, 1 111111111 '? t 124.6 (149.5A) 48.0 ( 57.6A) 172.6 (207.1A @ 480V) • al 0 LOBBY 100 p lus 2 3 4 WIRING VOLTS PHASE (INCIX.IDt GRO1JND1 115/208 208 208 480 208 115/208 115 115 115 115 115 115 ZZ IZ Oz 6l el 41 91 GI ht 1111IIII! hill 'III111111111 1 1111 1 III IIIIIIIIIIIIIIIIIIIIIIIIIITI IIIIIIIIIIIIIIII11111 161111 ro l Y _q V � y}a ?L•` ,,711 { ✓ �., ,? cy � ,} � , � ` "'.�•��s;'�/,��fj74; i'��`'2'Y L��j��.�..7�� '��> 4 �`"t!r'�Ry� -w``.1 3/4 ", 3 #12 3/4 ", 3 #12 1 -1/4 ", 5 #6 1 -1/4 ", 5 #6 1 ", 4 #6 . 3/4 ", 5 #l0 3/4 ", 31/12 3/4 ", 3 #12 3/4 ", 3 #12 3/4 ", 3 #12 3/4 ", 3 #12 3/4 ", 3 #12 3/4 ", 3 #12 2,1 -r2I0 - LJ AUBURN, WA. 98002 O EVEREST, WA, 98201 O KENT, WA 98031 t: PORTLAND, OR. 97220 IIIIRENTON, WA. 98055 SEATTLE, WA. 98`124 1I I'I11 •1M Ill ,1I : rFf I1 -1 111111 }1 I 11 1: 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document, ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN 6Y TNECKED r ENGR. p CHECKEO.6 e+ I APPROVED APPROVED DEPT. 10/3/90 10/2/90 SHEET E6 DATE J'e O , 9005 DWG NO P21-2rxv CI Z It 01, 6 9 4 i 9 s Iilllll�If I!I!Ill1 !I I 11 1 I I fl IlI filil)f IIf�IIII�lL�IIIIIIIIIIIIIIlI1ll Iilllf) Illilllll I I I I I I I I IT 111 I I I I 1 I II - I I I I I I I I I I I I I I I I l I 10 • 11 MADERIOERMM1r 12 0 s z t WW O 11 III1111I11111111 1111lIIIII�I1IIII1111 � T -, r -- - .. • E ,-- -, r "�+ t 1a x) I[1 P2.1--2 j �,w r •r af. F/..,I 34Io SUBTITLE TITLE - 120/208 V POWER ELECTRICAL ENGINEERING. LIGHTING DESIGN tr COMMUNICATION CONSULTANTS -.. . • 1920 EASTLAKE AVENUE EAST SEATTLE. WA 98102 -3696 FAX 208. 322.5643 • TEL 206-324-1555 rr 7n 0 r o 1 is tete 476 MEV. 743 ...IN 1. 1c qoL1 •. .... ;d -- 11 4 " To P4 #Mial - i Lax>.. 1 - 4 i -'� P J LLB 14.--- No IN1 cosfre TELEPHONE OUT LE RISER DIAGRAM •:• jt fi Y f 1' ,:• ti i F" , .. • - ltdJb''riG Qr •f A Y......wn REVISION p. Il i',i1IIIIIIiIlllllfl l111!iI11 lx..al:Go- (2)s KE u )a,Lilfrf O AUBURN, WA. 98002 C.) EVERETT, WA. 98201 ❑ KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE, WA. 98124 c c ;rq ,1, 1 1 111; III1 I . ; 1 1 1 1 1 1 I 1'I 1 1 ( " ``I 1 1 1 1 1 1 1 1 1 ' 1 1 1 ` ' ` I 1 1 1 - I ! 1 3' 4 5 6 7 8 NO Ei If, the microfilmed document is less clear than this notice, it is due to the quality of the 'eriginaI document. LZ 9Z S 4 7Z . £Z 2Z to QZ. 6L et Lt 91 gI pit C. Z !! t a 01 6 ililllililllll 111lilli i11111III11t�11I111 111111l 11111111{ IIIIl1!■iI111i111111t11 11,lillll11iliili111111 1111111! il! I i 11111111111 IIIiliillllllil llilIlil111 r `:,r',r�o•� `: "+�;E'; - r . .. . fir .. :?xt' r �'rr •• a::ti? `. �. , , fi r . i r ..... '1 � •,Jq.: dr`u„' f. ;2 . ', 1111 y '. ' t . l;r.?�i,,. r ,. �rJ_. +. irt... „h.. s tc -v.. 'r iy. rr'' �; ,.?P �'� ' i.X :('v:. . + � 1:'r`c1 .�F . �. r 3 .•7' ��Y. -"�,` s r � :/N I�, ill % "��Z r�'! . s, . �, : P...' ,. �..., (2 .�: ^' ,�'��. a ...�.c'.:.. ,... .::,. •., .� _ , •:;e, s.. C.:a. .- :ti.z,.:t,f . 3�':':�`!.. ,:.�'.h: ��,,,c`�.� :*e�. : -.. ....rr?', _r.. _ 2 ,.t�; ,�i.'XSSS�.G ��.?�Sr�.Y3r �. ,.- x...., .<�'�., . ..� t.S�t1r -t s e t Wx I1lillllil lllllillil 'whin 11111111111111 �Illlillll(ll� SW.: ewi5b r. . i LOADt N TOILET ;:(61 TITLE C aiva:, -y. �iri ACCEPTABILITY ill's DESIGN ANDiO SPECIFICATION IS APPIRDVED DEPT, DRAWN SY CHECKED CHECKED APPROVED COMMUNICATIONS ' PLAN ELECTRICAL ENGINEERING. LIGHTING DESIGN a COMMUNICATION CONSULTANTS 19 AV SEAYT 20 WA E ASTLA)E 9810ENUE .2.3696 EAST FAX 206.322-5643 LAST REVISION SHEET STMaOi. D,14TE; GATE APPROVED DATE CHECKED APPROVED Ddi nag *IV , v. T/!3 NOTE- & ) ARE :.TO • SERVERY rr� MATCH LINE PASTA. BAR I n our: o ,[ � �., N.. ..J.d: °.. 'Y.`rx riffs' .,3 k NINE ALCOVE 1 11111111111 1 111 0 16 INS INCH 2 ` 3 1 ; Oe 6Z 86 La 9Z 9Z 4 7Z ( aZ LZ OZ 61 Ii!!iIi!niiiiIil!! ,!!1! !!!!I!!iilii!ili i!1!!!!I!u!�i!!!l ii! lI i ti�!i�nnt siI!n I !! s- ,!:ar,E^ r� .:-::+:. .., ;.f. <..` , r ..:.. ..� Jv.� . �: U:•r�ic,u': s' - ...c•:t'r, c5 .. ... v). 4,...J_...:,. .. ,. ..:: �. c7 �.; rr h s..f <N KITCH .:`N rw._�..L.. :.. ._.IY,c`;�: s..� ...:LSd .::r...c.3..:._..]r`:;f Yiy`k.,..:1..::,�,rr• =: ❑ AUBURN, WA. 98002 0 EVERETT, WA. 98201 O KENT, WA. 98031 0 : PORTLAND, OR. 97220 RENTON, WA. 98055 0 SEATTLE, WA., 98124 1111r II 11 ( II 1I 11 ,111(11 1 1111111I . I III I I t 1 11 111 1 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document, PRIVATE DINING SERVICE 4 1t�i31NTSlI1yURTdti Ili Si 131ElG�tS il 1 ?F' Matt (K:tB titeti O1 .:OVUM 8t L. 9t It 1 71, EL EL tt Ot. 6 9 ! II i!! !!, A !! ��!)!!�!!,!,!� :! ! n!►n!! 11111116 ACCEPTABILITY THIS DESIGN AND1OR SPECIFICATION IS APPROVED DEPT. ww 0 oulli !n! !I!! ! in!I! i ill !!!�!n!li!i!�!!nln!!i!iiii�inl al�tY!.�.::�T= *:.rl•v..; ?Y rc:, :trst : ,r..; . _rr. -..... o.�...._,a,.s,:. a... .. .. .. - �iY ,$),..: ,I+.c r<..tL ,..rJL.i. �. - v, ..,.e. .W'.J ..1.l.L rep/•. ;t cr:.. , aa. . r. w. �' ti•::. er_ :..+.*.:.+_C.e.�..',.�:y- c•�r.. TOILET ( C6) flei• *O!O ie'. s" E...>,S,Gi.`•�.:.�S.:re„.:...�: w..•': nr. ism.: lac+ �... awry..ax.rzx,..- i:vs...w:..... v.`RS'i...•..�sA','. ri• •4.0r .11141 : w, u..... T'+'. �w .•a`grwert+�a�►� +..►.rt »a.!Yw.�. FSE 4 FSE 5 FSE 13 FSE 28 FSE 29 FSE 30 WILK- IN 'FREEZ R COMPRESSOR WALK - I :N COOLER LIGHTS WP.K - I N FREEZER LIGHTS TIME CLOCK SPARE NUMBER FOOD CHOPPER ROLL -IN REFRIGERATOR ROLL-IN FREEZER SLICER FOOD MIXER SURGE PUMP DISPOSER MOTOR DISPOSER CONTROL SWITCH BOOSTER HEATER SPARE, ' NUMBER STEAMER /KETTLE STEAM KETTLE TILTING FRY PAN CONVECTION 'OVEN CONVECTION OVEN SWITCH FOR ( HOOD LIGHTS QUENCHER FIR' CONTROL SYSTEM HIO D ,CONTROL PANEL ... SW I CTH, ,; FOR ' (4) HOOD LIGHTS SPARENUMBER R YER : :IL R UNDER, COUNTER FREEZER FOOD :WARMER , f, EQUIPMENT STAND 'IDDLE A33 A34 A35 115 208 15/208 208 5 15R J BOX J BOX 4J BOX J BOX J BOX 5-15R 5 -15R 5 -15R ELECT NO. FSE 39 FSE 40 SE 41 FSE 43 ESE' 46 FSE 47 FSE 49 FSE 50 HEATED DISPLAY ROT ,TING HEATED DISPLAY UTILITY 9 REQUIR D UTILITY (3 ' EQU I RED ) TELEPHONE JACK SPARE NUMBER HOT : FOOD WELL SPARE NUMBER MICROWAVE OWEN MICROWAVE' OVEN ICE DISPENSER PIZZA BAR HOOD CONTROL PANEL QUENCHER FIRE CONTROL SYSTEM WALK-IN COOLER CO LL WALK- IN COOLER COMPRESSOR A40 7.7 20.0 15.0 5 -15R 5 -15R 5 -15R STUB -UP +6 ",HARD WIRE TO FIXTURE IN CABINET UP +12 ", CORD AND PLUG PROVIDED UP +60 ", CORD AND PLUG PROVIDED STUB UP +6 ", "''D WIRE TO FIXTURE IN CABINET UP +24 ", CORD AND PLUG PROVIDED UP +32 " &5O ", CORD AND PLUG PROVIDED RUN TO RECEPTICAL MOUNTED ON CABINET CORD AND PLUG PROVIDED RUN TO RECEPTICAL MOUNTED IN CABINET. CORD AND PLUG PROVIDED UP+45", D.C.O. UP +12 ", D•C,O. UP +45" ELECT • Nt�►.'� LAYER #1 TITLE 'BLOCK FSW2 FSE3 FSE4. FSP3 DW G''No LYR 2 LY R 3 ' B FSA2 AE FSW1 4 FSE1 111111111 6 FSP1 I" FSP2• 10 MIMI II . 111 11 I R' NO TE ARE TO 14 'FSP4 ® 11311 B E 5O° SCREEN. T RIAL PROOF IS REQUIRED BEFORE RUN, ITEM NO. APPROVED VOLTS PHASE KW NEMA ..4 5 -15R J_ BOX CEILING MOUNT, HARD W `_ TO ` R HARD WIRE TO ROOF MOUNTED COMPRESSOR HARDWIRE TO ROOF MOUNTED COMPRESSOR RUN CONDUIT ABOVE BOX FOR MIN. EXPOSER TO CEILING MOUNTED FIXTURES FROM S'.•IITC RUN CONDUIT ABOVE BOX FOR MIN. EXPOSER TO CEILING MOUNTED'"FIXTURES FROM SWITC UP +36 CORD AND PLUG PROVIDED, RECESSED OUTLET UP +12" HARD WIRE TO MOTOR UP +54 ", WALL MOUNTED, PROVIDE FOR BRACKET, HARD WIRE TO CONTROL UP +36 ",'CORD' AND PLUG PROVIDED UP +87 ", HARD WIRE TO EQUIPMENT J BOX. UP +87 ", HARD WIRE TO EQUIPMENT 5 -15R UP +45" CORD AND PLUG PROVIDED 5 -15R : UP +36 ". CORD AND PLUG PROVIDED -. UP +12 ", CORD PLUG PROVIDED UP +12 ",, HARD `WIRE TO MOTOR UP +54 ", WALL ". WALL MOUNTED, PROVIDE FOR BRACKET, HARD TO CONTROL UP +12" , HARD. WIRE TO EQUIPMENT UP +12 ", HARD WIRE TO EQUIPMENT UP +12 ", HARD WIRE TO EQUIPMENT UP +12 ",CORD AND PLUG PROVIDED _ (2 REQUIRED) UP +12 " & +30 ", CORD AND PLUG PROVIDED (2 REQUIRED) UP +12 " & +30 ", CORD AND' PLUG''PROVIDED SWITCH UP +66" WIRE FROM SWITCH TO (4) 100 WATT HOOD LIGHTS, ELECT. CONTRACTOR FUEL SHUT -OFF (12) CONNECTIONS UP +96 " TO ROVIDE SEE FACTORY DETAILS FOR DIAGRAM, UP+42 SWITCH UP +66 ", WIRE FROM SWITCH TO (4) 100 WATT HOOD LIGHTS, ELECT CONTRACTOR TO PROVIDE UP +12 ", CORD AND PLUG PROVIDED UP +42 ", CORD AND PLUG PROVIDED UP+ 12" , CORD `'' AND PLUG: PROVIDED UP +30 ", CORD AND PLUG PROVIDED DATE C� AUBURN, WA. 98002 EVERE 0 KENT, WA. "`98031 El PORTLAND, OR 97220 Q RENTON, WA. 98055 O SEATTLE, WA. 98 12 �.. =,::( .c. ✓r."?'.` t ,.�. k'Y'.^!: tw.Y�t..: ! .. LS: .rr n: Y:...:> ,..�2.� DESCRIPTION PASTA COOKER TOASTER ICE MACHINE SPARE NUMBER ;U n I i 1;I.I11 :I III i 1 1 11 II I(:h 1' II " 8 than this document. 4 5 6 .. 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the original 9Z 5Z bZ CZ Zz L 03 6L 91 LL 9L GI '.4 V. ZL LL 1111 6 9 L 9 S I II110111 i: I I iI I ! I l l s , I I !II tI lIIIII I IIII I 1 II Ii ! I I I I , , � i .. r ., ( aN, � x4,:.�,. z , .�..:.. ..- ...�e5. i ��n l llll l ��( � ��I . L �CCI I 11�� 1 11�1 � 1 IIr�� Ili��l I� LIIn��I�I��III��I�1I1�� l�II�I��I11�� , �.t �• .. �"<t � „ r ^ i i 'to- r r 31 ? �ka , "y . : •l�i .+�'54�, ?i 'FKIV � : �- ,i.;',.; ,�'..� �,.tF'�'' ..: cfca.��'"? �+:?',�`..- ::i.� �,'!;Y. ,8�sa � 4t .,.s�: f ✓�' _,�tH�F.�.,:"�.fM"_ i it r HOT FOOD WELL BUILT -IN REFRIGERATOR REFRIGERATED PREP TABLE PIZZA OVEN (2) t;y ITEM NO. ELECTRICAL NOTES Final connection `from ` rough - in to controls, receptacles, junction boxes,'breaker panels or switches, etc., by electrician. Dimensions' shown are from finished building surfaces. Electrical Contractor to'provide interconnectionbetween appliances and accessories. (i.e. disposers). Electrical Contractor to provide rnudring for outlets where necessary. All outlets shown are for rough -See equipment brochure for information' on final' connection. Outlets indicate equipment requirements. Contractor to work out the most practical circuits, switches and controls. Outlets shown` are for equipment and service. Additional utility outlets may be required, verify with owner. ElectricaLContractor to verify requirements of all existing equipment and all owner provided' equipment. All rough -in to be concealed`in ` wa'ls,- except as noted. Height of outlets shown are to center of "J” box except those note "stub up ". Height is from finished 'floor. Unless:otherwise specified, disconnect switches are not a part of the foodservice equipment, and will .in no case be furnished with such equipment. Electrical Contractor to`provide all receptacles and plugs:as required'on all cooking equipment. Verify requirements' with K.E.C. AB13F EVIA TiONS D.C.O. Duplex Convenience Outlet REQ. Requirements K.l. Kilowatts H.P. 'Horsepower C/p Cord and' Plug included H.W. Hard Wire Connection "J "Box Junction Box eereyeeeeee II I I I I I I I I I I i I1 f I I 1 I I I L I 1 I I I I I I I I i 1 11111 1 10 11 wae eIR 1044 12 L ww 0 InIIIulLIiliIl n y lili!IIilIItI� hiIII 1112. REMARKS 1:1:111:::::1 IIIIIIIIII 5 -15R P+ C 20 11111311 6 - 30R . UP +45" , CORD AND PLUG PR OV I DED 11111 . J BOX UP +87 HARD WIRE TI2EQUIPMNJ 200 1111111111 J BOX UP +50 ", HARD WIRE TO EQUIPMENT TITLE PROGRESS PRINT OCTOBER 1 s 1 wbg i:ati'X.Y• Fan'switches furnished and ` "installed 'by Electrical` Contractor and wired to fan motors. General'; Contractor or,owner shall-be responsible for'notifying the building security alarm contractor to co- ordinate with fire control contractor to meet code requirements. Electrical Contractor; shall' provide wiring from fire system control box to gas shut-off solonoid valve and reset relay, whenever electric valves are necessary. Electrical - Contractor responsible fore locating' remote fire d switches an provide wiring'' for same to the fire control' panel. Kitchen`Equipment'Contractor , to provide the remote fire switches. (NOTE: water wash hoods only) Electrical Contractor to runwiring' from equipment to shunt- trip breaker in panel 'to control on fire protection system. Electrical Contractor .to run wireand switches to connect :hood fan control and make -up air. Make up air provided by General Contractor. Electrical :Contractor to `'provide all power disconnects, control wiring and conduit as required for remote compressors and coil . , installation. Verify with Mechanical. and Kitchen Equipment Contractor. All pedestal and floor outlets shall be water - proof. Electrical Contractor shall install and /or interconnect light fixtures, switches, temperature alarm thermostats, room thermostats and solenoids furnished by the walk-in cooler/freezer contractor or refrigeration contractor.' Hood light bulbs provided by Electrical Contractor. AC: APT THIS DESIGN AND!OR SPECIFICATION IS APPROVED APPROVED iv ENGR CNECKEG APP OVER APPROVED 3 .1 Td.E, 11220, vn , W 1i 5 (206) 8T1 -IOi® LAST REvISIOP! DA' SHEET , DWG NO RECEIVED CITY OF TUKWILA OCT 15 194 1 PERMIT CENTER 4 1' ,owazmui!1: . 4 i 1 AVILIONIMMIV OMPRIMMIIPOSIMMINNIMMININIMIMMILIMINIV ELECI'RiC/4L`'.SCHLDULE REMARKS .. ••••,, • • • . .... \ d' I. kve . RAF M 6516 e91E nev. 7;61 APPR;W GATE • AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220. O RENTON, WA. 98055 ❑ SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE APPROVED SY (NOR. CHECXEA LAYER TI 1 BLOCK, NOTE— 9.& ) ARE." TO- BE 50% SCREEN. TRIAL PROOF I S REQUIRED BEFORE ' RUN. da, a r. MATCHi LINE 1/4"=1',--0" FSE42 STUB`UP+ BURGER 8 �. cn PASTA BAR FSE41 STUB UP+6 SES1Li-1 D )D All ▪ KIT H 108 .`. FSE11 +36" } . r , _ • r 4 iu, ' 1^`.. ti.a.>'.J✓,.:CS..`..�...c...,F.. r*..C.r.- ++r'.+7.w. ' l �I . ILI11IIf,LII+ I II , I . ; : h IIJ! I1ItI1II I 4 6 7 8 . NOTE: If the microfilmed document is less cloar than this notice, it is due to the' quality of the originai.document. 4 e7 z la 0? 61 of LL sf SiI 4 , I 1 Ef zt ff 01. 6 8 c , LIII�II�11111111 III! "lilt!IIIIlllil 111 1111llllllllllliilllll1111 Il 1 11lllll{ IIIIIIIIIIi1lIIIIII IIIIIIIIIIIIIIiI;Iflllllillllll 1111 {illlll1Ill!IIIII1IIIIIIINIMIII I I r I II I r {S' ` r.,. ^ ; : t r f �... <y <... � , _ ? t I II I�I III III II Illi�lili �lill,llll J lllllll illl,,�lll FSE17 +1 FSE19 +12" gut q alt ysolgtvg s,- 49tuakmDaritti 115 FSE7 FSE47 ., S LQUNG +45 MECHANICAL TITLE SUBTITLE a ELECTRICAL LEGEND - +Q- CONNECTION POINT FROM ROUGH IN - .�. OUTLET AS NOTED ''(R= RECESSED) 0 JUNCTION BOX DROP CORD'WITH TWIST LOCK OUTLET 6' - 6" A.F.F.— CARBONATED BEVERAGE CONDUIT Aitt. TELL" t INCANDESCENT CEILING L I G H T Li4 iFLQ.URESCANT CEILING LIGHT pEwG cAFET'ei "..+ +t4.11.J1. vl =w.r b3,.itr+ia4a;3; ' < pkti�;�M ANIMINISINOMNINseumlb MEW. • ON 'ROCS. 1 '. ,L �V �- ill RA, EE 9 iC ; UIJI & 4 A LT vo REFRIG. UuEh Pal 51 Hc old rr t'.ANt� fi,�t'Ic�N' � I" N1u71E _\►/..lc- I ICI KIEL $EIRVERY $T ... El1M �s�a � EEJ7 " ,_ l ,, " -� FSGS8 "f 4 FSE4403raise FSE45 IN CABINET (T18�1,1 � 11 PIA.. PUS COKI G'IJ r ' PR O'/I D A.ir2 I m9rAa .t.. ec? ' '' e- ,L.e er Ri C.A. IZ/kt71 U S ' A I •11.11:5[3e.(7' 447 Ac C.H >r.N 2 roK. 67s4 F rA - tra w . h MECH. PIS. DESCRIPTION MINI WATER WASTE` CAS REMARKS NO. . .. Area .In. DIRECT NOIRE • BTU tea. FOOD STORAGE KITCHEN .ERVY . , ; EVAPORATOR WALK IN N`COOLER (2) A3 Z•1906 _ 3/4" 10 �0 RUN COPPER LINE FR 'A EVAPORATOR TO FLOOR SIaNK, #FSP3 FSP 2 EVAPORATOR WALK -IN FREEZER A3 num 9 3/4" : ammommi2ox 1111111111111 43 RUN COPPER LINE FROM EVAPORATOR TO FLOOR SINK. #FSP3 2 "x10" PORC LAIN FLQSR SINK .W/3/4 GRATE FOR FSP1 HW &CW UP +36", SET 2" DRAIN IN FLOOR FSP 3 . FLOOR SINK (2) imummioN 2n FSP 4 FSP 5 FSP 6 MOP SINK HAND SINK - . DISPOSER A13 A14 A15 1/2 1/2 } im, 2" 1 1/2 1/2 • HW&CW UP+12", CONNECT DIRECT WASTE UP+12" CONNECT CW AT DISPOSER, DIRECT WASTE UP +17" FSP 7 DISPOSER R A28 1/2 illiilliffimmai CONNECT C',tl AT DISPOSER DIRECT WASTE UP + 12" FSP 8 BOOSTER HEATER * ... A29 3 /4111111 MI HW +12 , SEE NOTE 1 FSP 9 _ STEAMER W /KETTLE ( 2 ) A3 1/4 " 3 / " 3 / 8, 1 1/2" 3/4" 220,000 OIIMIIMIMIIIIIMIIIIIIIIIIIINIIIIIIIIIIIIIIIMIINIMIIIIIIIIRIIIIM 120,000 SEE NOTE 2 CONNECT HW&CW +12 ", CONNECT GAS LINE +12" FSP 10 SPARE NUMBER 11111...11111.11411111 FSP 11 STEAM KETTLE (2) A34 WEIRINIMINIMIIIII 1/2" FSP 12 FSP 13 FSP 14 TILTING FRY PAN DOUBLE CONVECTION OVEN A35 A36 iiiiiiiiilliiIIIIIIIII 11111111111111111111 3/4" 100,000 CONNECT GAS +12" 2" 55 000E' TO (2) +10 " & +40" DOUBLE CONVECTION OVEN A36 M 2" 55,000E CONNECT TO (2) +10" & +40R FSP 15 QUENCHER FIRE CONTROL SYSTEM A37 /A3MIN SEE NOTE 3 FSP 16 HOOD CONTROL PANEL A38 11111 1" �� : HW +42", SEE NOTE 4 t FSP 17 FSP 18 GAYLORD EXHAUST HOOD FLOOR SINK TYPE 1 A38 ME 2 2" INDIRECT WAS E FROMrHOOD, THRU WALL TO FLOOR SINK #FSP18 12 "x12 "x10" PORCELAIN FLOOR SINK W/3/4 GRATE FOR #FSP17 FSP 19 FRYER A42 m 1/2" 110,000 CON - IN'i' + : FSP 20 QUENCHER FIRE CONTROL S ST M A40 SEE NOTE 6 FSP 21 FRYER A42 I 110.000 CONNECTION IF +8" FSP 2.2 GRIDDLE A46 3/4" 180,000 CONNECTION UP +30" FSP 23 PASTA COOKER (2) A47 imi v211111111 11/2" � 52, 5 00 `' HW &CW +24`° , GAS CONNECTION +12, DRAIN TO FLOOR SINK #FSP24 FSP 24 FSP 2,5 FLOOR SINK TYPE 1 r ICE.MAKER;AND BIN A54 1/4 2)3/4" 12 "x12 "x10" PORCELAIN FLOOR SINK W/ 1/2 GRATE FOR FSP23 . CW +507,, INDIRECT. DRAINS ., FLOOR SINK FSP26 FSP 26 FLOOR SINK TYPE 1 Mil 1 12 "x12 "x 10" PORCELAIN FLOOR SINK FOR DRAINS FROM FSP25 FSP 27 CONVEYOR PIZZA OVEN A58 �r 3/4" 40,000x CONNECTION UP +24" FSP 28 CONVEYOR PIZZA OVEN A58 aniumsam 3/4" 40,000 CONNECTION UP +36" FSP 29 FILL FAUCET :.::: A21 1/21101i HW&CW +54". FAUCET I S WALL MOUNTED FSP 30 FLOOR `DRAIN ° TYPE 2 (4) Milli 2" GENERAL PURPOSE FSP 31 ' SPARE , NUMBER ®� FSP 32 ICE DISPENSER A67. IDEMINNIIIMMIIIII CW UP +24 ", INDIRECT WASTE TO FLOOR SINK FSP33 FSP 33 SPARE NUMBER {. 111111111111 iiiiiMIIIMMI FSP 34 .VEGETABLE SINK B2 Eli 1/2 1 1/2" HW &CW +12 ", CONNECT TO FILL FAUCET, INDIRECT WASTE TO FSP34 FSP 35 . ' FLOOR : SINK .. TYPE 1 ® 12 "x 12 "x 10" PORCELAIN FLOOR SINK FOR WASTE FROM FSP33 FSP 36 BAKER' S TABLE B3 1/2 IINUMIIMIIIIIIHIIIIIHIIIINIIIIII HW &CW UP+12", DIRECT WASTE +12' FSP 38 POT : SINK B4 y (2) 3 4" mmumillIUMNIMIN1 CW UP +12", CONNECT T0 F I LL_'FA CET FSP 39, POT SINK B4 1 1/210E111111 E WASTE UP +12", ►'1AKE CONNECTION TO ' DRAINS - . FSP 37 . FLOOR DR . I N _ PINIIIMMEMM 11111111111111MIMMENI WITH FUNNEL TO `'ACCEPT : DRAIN LINES FROM FSP40 FSP32 , &ITEM #A56 'PASTA BAR/HOT ' FOOD WELLS mum IIIIIIIIImmilmilm �iANIFOLDED DRAINS TO FLOOR DRAIN FSP37 FSP 41 FLOOR TROUGH FSP 42 WORKTABLE B8 Milliniallingliallin HW &CW +12 ", DIRECT WASTE UP +12" FSP 43 SPARE NUMBER RIMINIIIN N M- T B UP 81, MAKE CONN` AT FAUCET AND WA TI- 111111 1MIMMINIMMINION MN MN EIHMIMIIIMINIUMMIll IIIMNIIIIHWIIIIIIINIUIMIIIIOMII MOM 11111111M1111111111111111111111 imimmum 111111111101111111111 i n l ini 111•111•11111111111 111111111.11111 WIMIIIUIOIIIIMIIIIIINIMIINNIMIINIIINIIIIIIIIIIINIIIIIINIIII ' 111111111=0111111111 111111111111111111 MIMI MEM= NM IIIIIIIIIIIIMIIININIIIMIIIIIIMIIMIIIIIIIIIIIIIINNIMIMIIMI 1111111111111111MINIUMMW1 • MIIIIUNUIIIIRIHIMIMHIMI . 1111111111.11M 11111111111111 • alliallimINIMININHINI ._ 11111111111111111 MIMI . MIMI NM IMO 11111111M6 IlliniiiiIMININ 1111111111 MN 1111111111111111111111111111111111 . . illillisiummin= RECEI 't — rT { V NMI 1111.11111 .d .� P,.dvd'. ?Jumbo. .fip. Was Area .In. Wt. Y.bs. X.1903 IKL1111 11111LISIIMIL»' • Z•1906 111132311M 10 �0 330 41 Z -1907 IY° 9 33.0 43 • 4d • S LAYER #1 • N AMA APR' Rev. 7N3 i ITLE BLOCK REV ISO? ABBREVIATIONS: H.W. Hot Water C.W. Cold Water H/C Hot and Cold Water M.C. Mechanical Cont K.E.C. Kitchen Equipment Contractor F.S. Floor Sink F.D. Floor' Drain MECHANICAL NOTES All work to conform with applicable codes and regulations. 0 Dimensions shown are froiTi finished building surfaces. Grease traps are not a part of the foodservice equipment. Plumber to verify size' and locations. Provide inter-connection between appliances and accessories (i.e. disposers). All locations shown are rough -in. Mechanical Contractor to` refer• to equipment brochures and mechanical drawings for information on final connections required from rough -in to water or drain connections on all equipment. All rough-in to be concealed in walls exce where noted "stub-up" P P in floor. General Contractor is responsible'°for "filial hook-up and flexible connections" to appliances as required. General' Contractor to verify additional requirements with owner. Mechanical Contractorto provide all floor: drains, indirect waste fittings and floor sink hardware, as per K.E.C. details or equal. .Mechanical Contractor to provide additional floor drains as require Verify with owner. General Contractor to slope floor 1 /4 "'to'floor drains, floor sinks and'floor' drain troughs. Slope in 12" radius around floor drains and' floor sinks. All floor sinks indicated to be flush with finished floor. If 'this does'not comply with local codes notify K_E.C. • Restroom and mechanical room requirements by General Contractor. General Contractor to verify requirements of softwater, water heater, and sprinkler system, etc. Hose';bibbs, where 'noted, are not a part of the foodservice equipment and Shall furnished and installed "by the plumber. Ali manual gas shut -off valves" shall be' provided by Mechanical Contractor. Automatic "gas valve provided by Fire Control Contractor. General Contractoris responsible`to notify the Fire Control Contractor to provide the required automatic gad shut -off valve before gas'piping installed. All connections to gas fired equipment to be flexible and 24" minimum. Refer to exhaust ventilator drawings'for further` clarification regarding hood drain''lines and interconnection of Water lines from the controVpanel to'the' various` hoods. (when water wash hoods are specified.) Mechanical Contractorto provide conduit in walls and floor for refrig- eration 'lines from compressors to blower coils where indicated.. Pressure regulators must Installed in all gas lines and • most be provided by'Mechanical Contractor unless otherwise provided. NOtE- 0 & WO . ARE ` TO BE 50% SCREEN. TRIAL PROOF IS REQUIRED BEFORE RUN. Y' NOTE 1 .) CONNECT ' A I BOOSTER '' CONNECT "�' ER HEATER INLET, OUTLET CONNECTION TO (2) 3/4" HW CONNECTIONS AT POT SINK FAUCETS, - ITEM #B4 NOTE 2.) CONNECT HW &(2)CW +24 ", CONNECT GAS +12 ", INDIRCT DRAIN TO FLOOR TROUGHI•TEM B6 NOTE 3.) CW SPRINKLER LINE l IS NON - DOMESTIC WATER, PIPE FROM CONTROL PANEL, AND "T" OFF TO (2) 1 "CONNECTIONS AT HOOD ITEM #A37 &A38 NOTE 4 ) PIPE IN WALL FROM CONTROL PANEL TO WATER WASH CONNECTION AT HOOD NOTE 5.) REMOTE ROOF MOUNTED COMPRESSORS (2) 3 /4HP & 1 1 /2HP AIR COOLED MOTORS. MECHANICAL CONTRACTOR TO HOOK UP CONTROLS. SEE CONSTRUCTION DOCUMENTS FOR ACTUAL LOCATION OF COMPRESSORS_ . NOTE 6.) C,•; SPRINKLER LINE I S NON-DOMESTIC ''WATER, PIPE FROM � " CONTROL PANEL TO 1" CONNECTION AT HOOD I T._,•, A40 SCHEDULE NOTES i 405 06 ......1 icrrh' Y> TYPICAL FLOOR SINK ;+fin (1111111111111 III 0 teneiNCis ••1 x .; ,.•;, fr • T g vim. :i /.LAX ay' 1 Caulk Pi 11 .e Or Lr............ No NoG yr. y NC/ kue •? •• +rCF1 CAULk I I �+ -$& 1341.-- r • a r,t! L/p 44r t: � • Pip. 2310. .CAULv REGULAR £M Pig. 2310.Y ... NO HUB 4% 1 -1 1 I 2 I h4 ) 34 " ,OVAL, 1. Fe- A t^= fv..s ;£4a ,t..f�iYn .r �,r��t. 'TC ; '• fd:i', r?7i :�.�':. �: i'i =`[.r •.M 3 • I 'I tioflflB .... -- i® • w : ; OEYlIiOION; IN 'NCI* ti y t • 1 T''I CAL FLOOR DRAIN :-* i r+V 1. N W w . v.• O'QAIn2$ Caller Con $e 1 Limp As Fleshing . CI. o When Requlrstdy ‘ 1'ruc Aree 14.2S S. I:1. TOP SIZE • E DIA, tr' rig., , , 3GF4 : 36S5 CAULK REGULAR 3G55 -Y.... NO'HU® A 01100 512A1 r 2. 3 0; 4 A whvn bronlo too collar Gan 9e VEod Ai Rliihing Clamp (When Spsslflnd) FACILITIES DEPARTMENT .1•• • i :k•:. ;l � : °iv .{ .. 'C'l t._ ✓NiY, b AUBURN WA. 98002 L.1 EV E R ETT, WA. 98201 • KENT, WA . 98031 O PORTLAND, OR. 97220 0' RENTON, 'WA. 98055 0 SEATTLE, WA. 98124 1 1 1 1 1 1 I I . I . ) 1 1 I i I I L ; I I 1 1 1 1 1 1 1 1 11 1 1 ,I 1 i I r I ' I I 1 1 1 1 1 1 1 I 1111 4 5 � .._ $ :.... NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. Oi✓ 6z e� G 9z s Z 4'L £z az Iz Oz 61. el LL 9L s cl L 11ii1flilllllllillilllilllllllfllllllillilllllllllilllilll it ( ►i I {� i i I' i I . ,, , i Ill 1111111 ,ibllli.alllilllilllll il. iii .IIIIIIIIIIIIIIIirdl iliiidm 111 III I e - r, • f L�" 11 �I iiI (I11IrIII f } j .. .: ,.... V .. r: ..:r ..,..� v,.. J T... •' .. . 21.♦ .- � : �. ... s ^'..,..,2 .gym ... v., P .Y i , .... J-. f+JS.P �Sl /. � Y.4 n..i .M{. 'f> " , r. ., ...... .... ' -. ..s „ -.. .... :✓.. �.. ...,$,. .: „.n....• :. .R! /. a �”' .• .k '..� • .rrt .,i� + 5•, �:- ..: ..,:.. , - - m :,...�.r ,°!'. n .. .V` -2 .., J � a•.. "t=. _. „. 1 +c ,; /,.. ., � T +: .:5...:.:-•!", .'r.; x:... n'Y,.i'',ri- 'S7�'” -4 -. r,7. r. + =?x ". v" � r:'a,'�� ,d S s+ e + {,> h to• e.. ,ti • t. r. .e a•}h � �! .. � l�a��,+�..'¢Jr 1�� '� °i�... r'�4 Y1R +..� 'T �, f 1.';. .9! ... , �i ti✓, .. r .... !. . -. r ' .:w -..0 .. : r.. J ..e:. r, !e + r'"IC' •r_ .. ?S .:5 it y :Yv , • • ",�'8^7,LT '::�"h .. t:¢.; r TS..: � i.:. ".;.'., ,. r. .r .f �.t : :.b.�.,*' rJ •✓ A� ; s+t <z rela`r r � . J�.fi,>. .:.,pr Jdi �L!:;E s� { 1 III11i111 niih , Ilnrlll i i`' r�? 5`. 1.111111 10 1 :IVI��HANI�AL ��h��DuL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 1 APi'ROVE SY 1 'ADEN GERMANY 12 £ e I v04 0 IISIIIlII II LKf, "P';`" . f� (J F.s i` J A r, SJ . • .y. SS PRINT OCTOBER 11 I SU:TITLE • TITLE OD SERVICE ME BOEING CAFETERIA 9 9 2 11 _NICAL SCHEDU Afer ..G rtwi `rri/ # V ' V D'Vales i AST W¢VISIDN . ET r ILA t 990 ReStatigraftEirren 3 I 3016 N.E. #22O, @Ostyak Waideqgfte 94005 (206) 1.1O1O SYMBOL DATE 0 re 0 I-- T 0 0 4 p , dS { h +g.4v.rn Dwc Mo LTR 2 LYR FSA1 AB. FSA2 Minna wiriarame FSE1 irienejli: FSE2 ( DOM FSP1 lana FSP A NIES FSA3 A one 9 FSA4 nags 10 • FSW2 111411111111; MOO ROW 1.13 FSP3 suginit i 14 itFSP4 aga" MOTE- 0 & Id ARE TO. • • : BE )U% SCREEN. TRIAL PROOF IS REQUIRED BEFORE RUN. MATCH LINE FSP37 F/ BURGER BAR 107D 1111111111111111111111)1111111111111Plilifpil 0 mi."... 1 2 06 6Z Eld 4Z 9Z GZ I i I r12 +24 +12'— FACILITIES DEPARTMENT ( CZ ZZ 1Z 08. 61 81 41 91 91 Cl lip.i.j I I 1 i i I i i i t i i 1 1 ti ti APPROVED RDA 4VAfx MUM s s P :41 42" SERVICE 12 9 ( 038 +12'r —FSP39 +12" FSP8 +12" 1111 5 6 7 8 NOTE: if the microfilmed docuent is less clear than this notice, it is due to the clitality of the priginal document. 0 AUBURN, WA. 98002 O EVERETT, WA. 98201 O KENT, WA. 98031 • 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 O SEATTLE, WA. 98124 L &Lou ERVICE ACCEPTABILITY THIS DESIGN ARDIOR SPECIFICATION IS APPROVED APPROVED 14 y e b , RY $TORA TITLE MECHANICAL MECHANICAL LEGEND O COLD WATER • HOT WATER D DIRECT WASTE () INDIRECT 'WASTE g FD-1'FLOOR'DRAIN 2" PIPE CONN. FS-2 FLOOR SINK 3" PIPE CONN.' (2) FUNNEL DRAIN . ei) STEAM SUPPLY APPROVED BOEING CAFETERIA . , _DECMVED' CITY Or TUKVVIIA OCT 1 5 1920, ' • . • ' X. • .^ 1 1 ' • • YDI LVTO ET 1h SEL SIO vitL flM NW CNTUTO :::: EOE EITN AL 11 LN OE SEF BV QIMN BLW =I =B EUPET IE UBR () ITRASFNSE SE I! I W O LR 2 LR 3 FA B Il Na D 11 FW NM FE la I M ©E Slmlfil FP. 101111 S3 A il L FA 1111 I FW 3 n L_ FE M 1 S4 ® mm 11101111 R II 1 FP 11216111111 ii* 1 g r a g g i n 1 P D . 1 ,: 7 7 -76176 1 17 REFRIGERATOR 112E1111111 1 112E1111111 ' ' ' A SANIC41 H PREP TABLE IU WipmE 'UW1111111 .. A96 MI SALAD ICE PAN 1.11111111111111 111111H111111111111111111.1111.11111111111MMINI 1111 1 1 11111 1 PAPER CUP DISPENSER ICE TEA BREWER Rj CURTIS GEM-5 CURTIS GEM-12 CAMBRO KK12 SERVEND CD4A-T CURTIS PTB-3 JET SPRAY JT20 JET SPRAY . 0J1 FOLLET 15OUDB4A 771777!) BEVERAGE AIR MT45 HUSSMANN1C-43-SS CURTIS GEM-5 CURTIS GEM-200R SAVORY PO-4 TAYLOR 338 -------- STAR 49 BEVERAGE AIR RT6 11 UMNIT7 172 / - HOBART UBT-25 WELLS SS-206D DELFIELD 1 KEC KEC KEC KEC KEC A.F.F. Above Finished Floor ADJ. Adjustable ARCII. Architectural Drawings B.O. By Others BLDG. Buil4ing C.W. Cold Water CAB. Cabinets COL. Column C/P Cord and Plug BR' Down D.C.O. Duplex Convenience Outlet UWGS. Drawings D/W Dishwasher DET. Detail DIA. Diameter DISP. Dispenser DBL. Double E.C. Electrical Contractor EXIST. Existing ELECT. Electrical ELEV.• Elevation F.S. Floor Sink F.D. Floor Drain FIN. Finish • F.O.I.C. Furnished by Owner Installed by Contractor GA. Gauge MIL:CORI, General Centrctoe GAL. ' WALV. Galv1nUe4 ' U.P. H/C H.R. K.F.C. K.W. H.C. MECH. MECH, CONT. MIN. N.I.C. HAT. GAS 0.C. PREP, 1 PLAS. LAM. MAR. PERF. PROW, REFRIG. R. REQ. SHT. STOR. S/STL. S/S. TYP. W/ W .D. Oe 6 Z IIII1111 111111111111111011111I111b11 TY/. DESCRIPTION A100 1 I SPARE'NUMBER A101 SPARE NUMBER A102 3 CASH REGISTAR SYSTEM A103 2 MICR WAVE S'/EN A104 • 1 ICE/WATELLISPENSER 0 tem.... 1 2 f HJP.DISPLAY PORTION SCALE NAPKIN DISPENSER MICROWAVE OVEN HOSE REEL TRASH RECEPTICAL DISPOSER BOOSTER HEATER DISPOSER . SURGE PUMP HAND SINK MOP SINK CHEMICAL STORAGE (CASTERS) PORTABLE PLATE DISPENSERS . CUP & GLASS RACK DOLLY DISH & TRAY CART ae SPARE . NUMBER Horsepower . Hot and Cold Water Hot Water,. Kitchen Equipment Contractor Kilowatts Mechanical Contractor Minimum Not in Contract NaturalGas On Center Preparation Plastic Laminate Perforated Provide Refrigerated Radius Required Sheet Storage Stainless Steel Typical With Wire Direct B14A Ell ICE PAN MI:1111111 SOILED DISH TABLE B16 Ell VENT DUCT IMMO AJ IISH TABLE = 111 11111 9 MENU MASTER SN C-7TP ELLEIL_EgEL__ TRAEX 111010011111111111111, MIN MENU MASTER SNAC-7TP KEC 1111111111 1111 CHICAGO 537 KEC RUBBERMAID KEC 111 1 11111111 KEC 11111111111 111111111111111111111111 111111111111 ! HOBART FD2-150/GROUP D A110 SPARE.NUMBER A111 SPARE NUMBER A112 1 TRAY COLLECTOR GREITZER _22BART CRS-86 HATCO C-36 'HOBART FD2-15/GROOP'D WELLS PW-106 i ( LZ 9Z GZ '7Z 'ea az t.e (Ye 61 et 41, 9L GI +A CI, ZI. Oul I I m110,44011401116thmkilimbiblohmlimbilimhdimhdimhiff -lfilgid,..,4 O AUBURN, WA. 98002 • EVERETT, WA. 98201 E1 KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 O SEATTLE, WA. 98124 Il 1 iltnO1irl 1 ll1TrI1 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. SOURCE KEC KEC u ca 6 7 4. 9 1 1 1 1 1 - 4 1 1 1 11 1 0V 1 1 1 1 1 1 1 [ 1 1 wawmoom 12 7 . . All work shall comply witlethe 198S uniform building code and applitable localcodesp.ordinancee and 'regulations. . - A11'interior finishes'shall Comply with Chapter 42 of the uniform buildingcode. . All dimensions shown on this plan are measured 'from finished walls, floors, ceilings, center line of post and from grid. lines unless otherwise noted& 4 . The general contractor shall! provide and install the proper wall backing for wall mounted types of equipment, shelving, table and stool cantilever brackets, hand rails, etc. • 5. General contractor shall'verify existing job site conditions before proceeding with work. thegeneral contractors responsibility to contact R.1).0 S6, Inc. with any discrepancies or uncertainties. 6. General contractor is responsible for verifying all dimensions. TRAY. STAND DATE ACCEPTABILITY THIS DESIGN ANOIOPI SPECiFICATION IS APPROVED CeteXED APPROVED DESCRIPTION BEVERAGE COUNTER TRAY. STAND DESSERT COUNTER DELI COUNTER/SNEEZE GUARD DELJ SOUP/SALAD:COUNTER/SNEEZE GUARD •CASHIER'S COUNTER CONDIMENT COUNTER/OVERSHELF CONDIMENT,COUNTER/OVER SHELF SILVER SORTER STAND . . CASHIER'S COUNTER (SHORT) TITLE 'BOEING CAFETERIA :CUSTOM MILLWORK LP:MbiAlleltirS.MN341 SUTTLE FOOD SERM 1 &till/ERNI? - AND smista 4.0 . 'Glass within 18w of floor and door to be safetyAlass and compiy,witlivniform building code, Section .5406(D)06 or - - - 5407(D)07. • • . Fire extinguishers shall be grated "2A 10BC": or local authorities. - • General contractor shall autiptyA0(1 P.V.C.. on equal,", conduct in slab:for beveragOdispensing spasms, as shown . on plan or'ris dictated la tpr of his representatve. i1 General contractor 'shall prOvideYiloor,:wall,' ceiling and roof penetrations to accomodate the;:proper new fixtures and equipment. - 4111N1 (- 1. 1 - , These plans and the notes aboVe are an outline of the work to be performed by the general?contrattor. It is'thegeneral contractors:responsibility'toinoure.that allwork meets required standardS11' applicable'codes And altgoverning regulationiW All work shall bie:done in's!Cfirat'class manner acceptable by owner and asa41 OCT I 5 1(.3.9x PERMIT CENTER EQUIPMENT LIST . 574ANUFACTURER/MODEL SERVERY AND DISHWASHING SOURCE NO. •••••••• • 1. 6.. • M.. • • .4 •••• •••••••■••.4,0*A011,...4... 16.4.1.0.1 'A • ••■•••• LAYER #1 - TITLE BLOCK SHT DWG No LYR 2 LYR 3 1 A NM FSA2 El UM 11111110111Miling 4 FSE1 Win= Amos., I■Onmil.. 5 FSE2 111511 . 6 FSP1 IN III FSP2. ( 8 FSA3 A FSA4 M !AKI 10 e -NMI .IuIIU 411 FSE OD MIMI FSP3 I El. 14• tFSP4 WOW iI REVISION MOTE- & ( 0 ARE TO BE 50% SCREEN. TRIAL'PROOF IS REQUIRED I3EFORE RUN. 0■0:-.. PASEI Flu DATE PARTIAL FLOOR PLAN DINIING ALCOVE . . *2 AC041,4riati CONDIMENTS ITOW31 rw TRAY DROPIOFF VESTIBULE 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 Li KENT, WA. 98031 0 PORTLAND, OR. 97220 0 REN fON, WA. 98055 0 SEATTLE, WA. 98124 DESSERTS '1 'T' IriitTrrijpii11iTJTTi]Ti ..• • 7 • • 8 e CA NOTE: If the microfilmed document is less clear than this i . -- notice, it is ude to the quality of the original, document. G ! . — 1 1 LZ 9Z SZ li ' Z CZ ZZ IZ 0 Z 61 91 LI. 91 91. 4 01. CI Z1. II OL 6 e? L 9 9 4 . 1111 1111 111111111 1111 1111 11 1111 1111J11111111./111 1111 11111111111 . 111111111/111111111!1011111111111111/111111111111111111111111111111111111111111111111111111111/1111111111111/1111111111111111111111111111111111111111111111 1 1 I I I W I I I I 1 1 I < ...;', te,.tiliOVNiff”q5ariWi . ?I-g 1 - ): -*..!' -, '," , ci'. 0 '.. ; 7:`-,,k-s.'?,,, 00 , , 7 , ,?.?7 , ., :$!::-.- -Rt: ;,..,,-;,,,.- ,- •<-0 -; * - ;Ct=fr "1"tev t ? ^ - • '`,' •'. ,,,.1',. ....,, , ,:, -AI. , . :,-+; ,.'', ,I 5, - .1,.e ,n...... r,,, ;= .... sERVOY t WT . 1141 IiIlIUII 11,11111M1 ACCEPTABILITY THIS DESIGN ANDiOR SPECIFICATION IS APPROVED 'CASHIERS olimmwimmimmilimmommulk. Mi f ra m. nil f.:11U flE) Ip 10110V:1 •' , obi:41 Lim SS PRINT OCTOBER 1 SERVICE EQUIPIEN1 KITCHEN RECEIVED CITY OF TUKWILA OCT 1 5 IfY30 PERMIT CENTER 64, SHT DWG No LYR 2 LyR3 ' FSA1 A le B FSA2 Ina D 11111111ffilliMIUHE 4 FSE1101111111111111 FSE2' 011111111 ' 6 FSP1 a II 7 FSP2a. ff 8 FSA3 A' INNI 9 FSA4 gat as 10 FSW2 0 WM :`I'illicl P III 11 FSE4 Emma , FSP.3 WM R 14 tFSP4 ® 0 S LAYER #1 - TITLE BLOCK_ nevtsiom 'NOTE- () & ARE TO BE 50% SCREEN. TRIAL PROOF IS'REQUIRED BEFORE.RUN. ELECTRICAL 11641 DINING REVISION PARTIAL FLOOR PLAN 1./ 4"= V-0" 73 Mil IN HINA STORAGE CONDIMENTS 0 16 "1 2 ; 3 APPROVED Y DROP OFF VESTIBULE 4017efElitflig FACILITIES DEPARTMENT 9C LZ 9Z 93 4 7Z CZ ZZ LZ oz 61 81 LA 91 91. I I 1 *4'72. ; • • ;;;.• =<4,fie 71 DESSERTS ENTRANCE 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 1 1 1 1 1 pir1 iiiirtqqmpilifi1]uir1rolit11111111piTill1111111 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the original I CL Z: U - 01, 6 1111hU1 1 IIIIiIiiii11411111H111111hIldlin1 lil1 1 in SOUP STATION TRAYS CASHIERS 1.41, yew. •. SERVERY .1 SALAQ BAR ACCEPTABILITY TNIS DESIGN ANDIOR SPECIFICATION IS APPROVED APPROVED SY 1 DEPT. 1 DATE CASHIERS CHECKED APPROVED APPROVED, BEVERAGES ' MATCH LINE eirsaireesa gliax TITLE MERCHANDISER • .11,. t • • CITY CITY OF TUKWILA . i 1 5 PERMIT CENTER z7125N.S.T.F Y E; o, ELECT NO;; FSE58 FSE59 FSE61 FSE62 FSE72 FSE73 SE74 FSE77 E78 SE79 FSE80 FSEK1` FSE82 ICE TEA BREWER SPARE PLUM,: R JUICE DISPENSER FRUIT JUICE DISPENSER. COFFEE SERVING STAND COFFEE BREWER TOASTER YOGURT MACHINE POP CORN SERVER FRUIT ' & : TOPPING REFRIGERATOR DELI SANDWICH CASE (2') (2) SANDWICH PREP TABLE (2) SOU' WARMER • ISLAND MERCHANDISER P SCAL CASH REGI STER `SYSTEIM MICROWAV OVEN SPAR NUM R SPARE NUMBER ICE / WATER;DISPENSER MICROWAVE OVEN A72 A7 A76 A77 A82 A84 A85 A86 A87 A88 8 A92 A93 A94 A95 A97 A99 A102 A103 A104 A106 115 115 115 220 208 208 115 115 208 115 115 115 115 115 1 3 20.0 FSE&Q FSE64 REFRIGERATED DISPLAY FSE65 FSE66 FSE67 ' FSE68 FSE69 F$E70 BEVERAGE TOWER & ICE MAKER ITEM NO. A78 A79 VOLTS 115 115 AMPS 3.5 7.5 13.0 8.4 7.8 10.0 BEI 1/4 1/2 1/2 KW .60 2.6 1. 8 NEMA 1 9.3 20.0 Man IMMO 17.0 MI 5 -15R 5 -1 5R 6--15R J BOX 5 -15R J BOX J BOX In 15.0 5-15R „.„.15.0 J BOX J30 5 -15R. I ' "I I ELECT NO. FSE84 FSE85 FSE90 FSE91 FSE92 FSE93 FSE96 FSE97 A109 A112 A109 A112 A113 A109 A109 A117 A102 208 208 208 115 MIMI 36.0 i 20.0 20.0 3/4 W . IWO 20 •. 5 -15R 5 -15R mon" mililli MEI am giniE11111 EMI. 111111•11 NMI Mil 11101111111111111111111 IIMII W Mill 11.11111 11111N1=1111.111=111 MIMI* 111111111111•111 Mill Mil lrIMIIIIIIIIIIIIIIINIIIIIIIIIIIINIIIHIMIIIIIIIIIIIMIIIIIIIII Eli 111111111111011=101111.1111 MN ■ter r�� = 11111 .11=li ON MIIIM aili NM 11=1111111ii•iiiiii BOX BOX J JB J BOX' J BOX J BOX J BOX J BOX .J BOX BOX 5 -1 R UP +12 ", HARDWIRE TI'''MITIR UP +54 WALL , W " w. MOUNTED, PROVIDE FOR BRACKET, HARDWIRE TO STUB UP +24 ", HARDWIRE TO CONVEYOR CONTROL PANEL UP +12 ", HARDWIRE TO MOTOR CONNECTION AT DISHWASHER UP +12 ", HARDWIRE TO TANK HEATER AT DISHWASHER UP+ 12 ", HARD RE O EQUIPMENT UP +12 ", HARDWIRE TO DISPOSAL MOTOR apulmaworamormanammalew UP 1.24 ",CORi AND PLUG PROVIDED UP +45 ",D.C.O. UP +45 ",D.C.O. STUB UP +6 ", 'HARD WIRE TO FIXTURE MOUNTED UTILITY RECEPTICAL UP +12 ", D.C.O. I ..w DESCRIPTION SERVERY AND DISHWASHING HOT CHOCOLATE DISPEN ER COFFEE SERVING STAND COFFEE BREWER LAYER #1 - TITLE BLOCK REVISION OS sew 4eVit ,ca V. 7183 (2) MOTE- & 41) ARE TO 8E 50t SCREEN.,TRIAL'PROOF IS REQUIRED. BEFORE RUN. mown own immenam ...... »..+n > Air✓ aa- .¢rtv.!¢4'2ffYt'llE+?S�I '7F ,CSCY37CY'Oft.L ELECTRICAL SCHEDULE • REVISION 5 -15R J BOX REMARKS UP. +12 UP +45" . CORD AND PLUG PROV I !ED UP +45 ", CORD AND PLUG PROVIDED UP +45 ", 'HARDWIRE TO J BOX AT EQUIPMENT UP +45 ", CORD AND PLUG PROVIDED UP +45 ", CORD AND PLUG PROVIDED UP +45 ", CORD AND PLUG PROVIDED • UP +12", HARDWIRE TO. BEVERAGE TOWER AND ICE MAKER UP +12 ", CORD AND PLUG PROVIDED UP +45" , CORD, AND PLUG PROVIDED UP +45 ", HARDWIRE TO J` BOX AT EQUIPMENT UPt45 ", CORD, AND PLUG PROVIDED UP +45 ", HARDWIRE TO CONNECT. POINT AT EQUIPMENT UP +45 ", CORD AND PLUG PROVIDED DAD ... a x.. ew, i1 U UP +12 ", CORD AND PLUG PROVIDED STUB UP+ 6", J I R E E TO . FIXTURE ; EL ' RECEPT I CAL I N CABIN TT STUB UP +6 CORD AND PLUG PROVIDED STUB UP +6" HARDW,IRETHROUGH CONTROL, TO EQUIPMENT STUB UP+6", HARDWIRE TO EQUIPMENT . W . STUB UP +6 HARDWIRE TO FIXTURE MOUNTED UTILITY RECEPTICALS STUB UP+6", ._... '. D I CATED CIRCUIT, RUN TO RECEPTICAL UP +60 ", CORD AND PLUG PROVIDED UP+ 1 , CORD ` AND PLUG P UP +60 ", CORD AND PLUVICE[), '1 111 1 111 1 11 I 0 t6 m8 INCH 1 Itarsawitostaptemostsassmy I�I�! 1 1 1 1 1 1 1 1 1 1 1 1 2 AF0.4E FACILITIES DEPARTMENT 1u I N • CA DESCRIPTION DISPI ER MOTOR DIS'OSER CONTROL SWITCH TRAY: COLLECTOR DISHWASHER DISHWASHER BOOSTER HEATER (2) DISPOSER R SPARE NUMBER DISPOSAL CONTROL SWITCH SPARE NUMBER SURGE PUMP UTILITY UTILITY UTILITY UTILITY CASH REGISTER SYSTEM O AUBURN, WA. 98002 O EVERETT, WA. 98201 0 KENT, WA. 98031 D PORTLAND, OR. 97220 0 RENTON, WA. ` 98055 O SEATTLE, WA. 98124 r err I, III] � I �, �: I I L� fit ; t it L� I i pill] I'r I I Ii.IJl 4 5 6 7 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the priginal document. H ".- f e L ., r 'r.ai' <o .'" s!ru :'.. ,i.. t s '- f "• Jd. y •F ?s.• • t.: ,d y9 :. S arrl? ;2?.'.3� r ,+ s tt u�'. t 1¢ ' +' g� , * . , "}r: i r � } ^�..> '3'� , aJ �.:i N �n, : '.t `l�t. '. r� r 4.7 'k r ,`',�'- t (2) (2) (3) (5) (3) I i Qc 6Z 8C LZ 9Z GZ 4 73 ; EZ, ?Z Le 03 6L 81 LI 9l SI Oil CI ZL - U QL 6 8 L 1 { �i!! I! i!! ��n! L! ��I i! il! i ! n ,l►u� {i��! {ni��i!ni!n!I!n! III !iI!!i)f!!III)I! {�� +il ii!!I !nil!niI !!nli!��I !!.!I ��i�I �n!I Ian! i !!!! In!! I! n! i!! nl! n! I .!!! I n!! I! n! I iu� { n!!I!ii!I !�nl nnl !n!li�n�!!nlni! 'rte;: s: .,d,.,F • >, �. .'? :. `:'•c ;. �'..¢t, ^_r,.. e rr < ,atr riF,i .,, #7... :..: ♦5 s" ,l 7�' �. ..Y :iY,.$'• •�7 .. r ,: -s.'Lr .. :y .,: -,.y ._�..�. ..s • .b,'e }. ,.. r .. .r. .+, ¢t ... �; ,. r;7, -e ,.�i°' - y ., F,.. ^ „ :w. ..ir rak '� r .•r+ F 1'• , , ,may+ � . r w '�''. <� �"� sx. a . .� �, =s�,�:, " ,•^s , �..;., ..:'. -.._ . r_h..;.f':_..',.f :_l: ..'..i ..r. �. JG... .:_� ,. -fci ... .:..:•:.. _:.et, _. �F Y ^3 L �' .S Sri' • < .{r�: . ELECTRICAL NOTES Final connection' from rough -ire to controls, receptacles, junction boxes, breaker panels or switches etc., by electrician. Dimensions shown are from finished building surfaces. Electrical Contractor to provide' interconnection between appliances and accessories. (i.e. disposers) Electrical Contractor to provide` mudrings ` for outlets where necessary. All outlets shown are for rough -in. -See equipment brochure for information'on final connection. Outlets` shown'';indicate equipment requirements. _ Contractor to work out the most p ractical circuits, switches and'controls. Outlets shown are for.equipmeet and service. Additional' utility outlets maybe required, verify with owner. Electrical Contractorto verify requirements of all existing equipment and all owner : provided equipment. All rough -in to be concealed in walls, except as noted. Height "of outlets shown are to. center of "J" box except those note "stub'up ". Height is from finished floor. Unless otherwise specified, disconnect switches are not a part of the food service equipment;, and will in no case be furnished with such equipment. Electrical`Contractor to provide all receptacles and'plugs as required on all cooking equipment. Verify requirements with K.E.C. REQ. K.W. H.P. C /P H.W. (7ElY! VOLTS'� H.P. iiiIiiiiiiiiiiiiii 111111 1111111111111111.1 NO, IMO IIIIIIIIII � MUM MEM ABBREVIATIONS D.C.O. Duplex Convenience Outlet "J "Ilox Junctioni3ox Requirements . Kilowatts Horsepower Cord and Plug included Hard Wire Connection ACCEPTAB!UTY THIS DESIGN AND!OR SPECIFICATION IS APPROVED APPRi;VED iY DEPT. DATE ItIIIItI mil IIIHipIII 10 11 M OE IN OERU►HY 12. a s E z t ► � W 6 . ii!!I!i!!!uil!! dmi!!!ilin!!o!liioj ELECTRICAL SCHEDULE CHECK 0 ENGR CHECKED APPROVED APPROV r• PROGRESS PRINT OCTOBER t C. SUiTITLE ' TITLE REMARKS rw� • 4 %%:. 'BOEING CAFETERIA 9-12 t UP +54 ", WALLMOUN ED, PROVIDE FOR BRACKET, HARDWIRE TO Oil ,S RV ATANAL CONTROL Fan switches furnished and installed by Electrical Contractor and wired to fan motors. General Contractor or owner shall-be responsible for notifying the building security alarm contractor to co- ordinate with'fire control' contractor to meet code requirements: Electrical Contractor wiring from fire system control box to gas shut-off solonoid valve and reset relay, whenever electric valves'are necessary. Electr.icalContractor is responsible for locating remote fire switches and provide wiring for same to the fire control panel. Kitchen Equipment ; to provide' the remote fire switches. (NOTE: water wash hoods' only) Electrical Contractor to run wiring from equipment -to shunt -trip breaker in panel to control on fire protection system. Electrical Contractor' to run wire and switches to connect hood fan control and make -up air. Make up air provided'by'General Contractor. Electrical Contractor to provide all power, disconnects, control wiring and conduit as required for remote compressors and: coil installation. . Verify with Mechanical: and Kitchen Equipment Contractor. All pedestal and floor outlets shall be water - proof. Electrical Contractor shall'install and /or interconnect light fixtures, switches, 'tempeeature,alarin thermostats, room thermostats and solenoids furnished by the walk -in cooler /freezer contractor or refrigeration contractor.' Hood light bulbs provided by Electrical Contractor. OWG NO. RECEIVED ' CITY OF TUKWiLA OC r 5 19.:1.") PERMIT CENTER Restaurant 3. 3016 NJ. 1220, (106)11 :•191 iC b q ^ G•H Pi�W7+. 4 w1 ...r....a n..sYr .i.... ama u>.• ... • .. J.. 'aa 1 -I �•': .& DWG No A Ili iii B U D' FSA2 FSW1 MINE' F 1 ; .. FSE2 C J rull 6 FSP1 I 8 FSA3. A 9 FSA4 EM 10 Effii 11111111111 FSE3 . 1 2 . FSE4D I FSP3 I` ' I 14 F SP4 Millaill : Y E; o, ELECT NO;; FSE58 FSE59 FSE61 FSE62 FSE72 FSE73 SE74 FSE77 E78 SE79 FSE80 FSEK1` FSE82 ICE TEA BREWER SPARE PLUM,: R JUICE DISPENSER FRUIT JUICE DISPENSER. COFFEE SERVING STAND COFFEE BREWER TOASTER YOGURT MACHINE POP CORN SERVER FRUIT ' & : TOPPING REFRIGERATOR DELI SANDWICH CASE (2') (2) SANDWICH PREP TABLE (2) SOU' WARMER • ISLAND MERCHANDISER P SCAL CASH REGI STER `SYSTEIM MICROWAV OVEN SPAR NUM R SPARE NUMBER ICE / WATER;DISPENSER MICROWAVE OVEN A72 A7 A76 A77 A82 A84 A85 A86 A87 A88 8 A92 A93 A94 A95 A97 A99 A102 A103 A104 A106 115 115 115 220 208 208 115 115 208 115 115 115 115 115 1 3 20.0 FSE&Q FSE64 REFRIGERATED DISPLAY FSE65 FSE66 FSE67 ' FSE68 FSE69 F$E70 BEVERAGE TOWER & ICE MAKER ITEM NO. A78 A79 VOLTS 115 115 AMPS 3.5 7.5 13.0 8.4 7.8 10.0 BEI 1/4 1/2 1/2 KW .60 2.6 1. 8 NEMA 1 9.3 20.0 Man IMMO 17.0 MI 5 -15R 5 -1 5R 6--15R J BOX 5 -15R J BOX J BOX In 15.0 5-15R „.„.15.0 J BOX J30 5 -15R. I ' "I I ELECT NO. FSE84 FSE85 FSE90 FSE91 FSE92 FSE93 FSE96 FSE97 A109 A112 A109 A112 A113 A109 A109 A117 A102 208 208 208 115 MIMI 36.0 i 20.0 20.0 3/4 W . IWO 20 •. 5 -15R 5 -15R mon" mililli MEI am giniE11111 EMI. 111111•11 NMI Mil 11101111111111111111111 IIMII W Mill 11.11111 11111N1=1111.111=111 MIMI* 111111111111•111 Mill Mil lrIMIIIIIIIIIIIIIIINIIIIIIIIIIIINIIIHIMIIIIIIIIIIIMIIIIIIIII Eli 111111111111011=101111.1111 MN ■ter r�� = 11111 .11=li ON MIIIM aili NM 11=1111111ii•iiiiii BOX BOX J JB J BOX' J BOX J BOX J BOX J BOX .J BOX BOX 5 -1 R UP +12 ", HARDWIRE TI'''MITIR UP +54 WALL , W " w. MOUNTED, PROVIDE FOR BRACKET, HARDWIRE TO STUB UP +24 ", HARDWIRE TO CONVEYOR CONTROL PANEL UP +12 ", HARDWIRE TO MOTOR CONNECTION AT DISHWASHER UP +12 ", HARDWIRE TO TANK HEATER AT DISHWASHER UP+ 12 ", HARD RE O EQUIPMENT UP +12 ", HARDWIRE TO DISPOSAL MOTOR apulmaworamormanammalew UP 1.24 ",CORi AND PLUG PROVIDED UP +45 ",D.C.O. UP +45 ",D.C.O. STUB UP +6 ", 'HARD WIRE TO FIXTURE MOUNTED UTILITY RECEPTICAL UP +12 ", D.C.O. I ..w DESCRIPTION SERVERY AND DISHWASHING HOT CHOCOLATE DISPEN ER COFFEE SERVING STAND COFFEE BREWER LAYER #1 - TITLE BLOCK REVISION OS sew 4eVit ,ca V. 7183 (2) MOTE- & 41) ARE TO 8E 50t SCREEN.,TRIAL'PROOF IS REQUIRED. BEFORE RUN. mown own immenam ...... »..+n > Air✓ aa- .¢rtv.!¢4'2ffYt'llE+?S�I '7F ,CSCY37CY'Oft.L ELECTRICAL SCHEDULE • REVISION 5 -15R J BOX REMARKS UP. +12 UP +45" . CORD AND PLUG PROV I !ED UP +45 ", CORD AND PLUG PROVIDED UP +45 ", 'HARDWIRE TO J BOX AT EQUIPMENT UP +45 ", CORD AND PLUG PROVIDED UP +45 ", CORD AND PLUG PROVIDED UP +45 ", CORD AND PLUG PROVIDED • UP +12", HARDWIRE TO. BEVERAGE TOWER AND ICE MAKER UP +12 ", CORD AND PLUG PROVIDED UP +45" , CORD, AND PLUG PROVIDED UP +45 ", HARDWIRE TO J` BOX AT EQUIPMENT UPt45 ", CORD, AND PLUG PROVIDED UP +45 ", HARDWIRE TO CONNECT. POINT AT EQUIPMENT UP +45 ", CORD AND PLUG PROVIDED DAD ... a x.. ew, i1 U UP +12 ", CORD AND PLUG PROVIDED STUB UP+ 6", J I R E E TO . FIXTURE ; EL ' RECEPT I CAL I N CABIN TT STUB UP +6 CORD AND PLUG PROVIDED STUB UP +6" HARDW,IRETHROUGH CONTROL, TO EQUIPMENT STUB UP+6", HARDWIRE TO EQUIPMENT . W . STUB UP +6 HARDWIRE TO FIXTURE MOUNTED UTILITY RECEPTICALS STUB UP+6", ._... '. D I CATED CIRCUIT, RUN TO RECEPTICAL UP +60 ", CORD AND PLUG PROVIDED UP+ 1 , CORD ` AND PLUG P UP +60 ", CORD AND PLUVICE[), '1 111 1 111 1 11 I 0 t6 m8 INCH 1 Itarsawitostaptemostsassmy I�I�! 1 1 1 1 1 1 1 1 1 1 1 1 2 AF0.4E FACILITIES DEPARTMENT 1u I N • CA DESCRIPTION DISPI ER MOTOR DIS'OSER CONTROL SWITCH TRAY: COLLECTOR DISHWASHER DISHWASHER BOOSTER HEATER (2) DISPOSER R SPARE NUMBER DISPOSAL CONTROL SWITCH SPARE NUMBER SURGE PUMP UTILITY UTILITY UTILITY UTILITY CASH REGISTER SYSTEM O AUBURN, WA. 98002 O EVERETT, WA. 98201 0 KENT, WA. 98031 D PORTLAND, OR. 97220 0 RENTON, WA. ` 98055 O SEATTLE, WA. 98124 r err I, III] � I �, �: I I L� fit ; t it L� I i pill] I'r I I Ii.IJl 4 5 6 7 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the priginal document. H ".- f e L ., r 'r.ai' <o .'" s!ru :'.. ,i.. t s '- f "• Jd. y •F ?s.• • t.: ,d y9 :. S arrl? ;2?.'.3� r ,+ s tt u�'. t 1¢ ' +' g� , * . , "}r: i r � } ^�..> '3'� , aJ �.:i N �n, : '.t `l�t. '. r� r 4.7 'k r ,`',�'- t (2) (2) (3) (5) (3) I i Qc 6Z 8C LZ 9Z GZ 4 73 ; EZ, ?Z Le 03 6L 81 LI 9l SI Oil CI ZL - U QL 6 8 L 1 { �i!! I! i!! ��n! L! ��I i! il! i ! n ,l►u� {i��! {ni��i!ni!n!I!n! III !iI!!i)f!!III)I! {�� +il ii!!I !nil!niI !!nli!��I !!.!I ��i�I �n!I Ian! i !!!! In!! I! n! i!! nl! n! I .!!! I n!! I! n! I iu� { n!!I!ii!I !�nl nnl !n!li�n�!!nlni! 'rte;: s: .,d,.,F • >, �. .'? :. `:'•c ;. �'..¢t, ^_r,.. e rr < ,atr riF,i .,, #7... :..: ♦5 s" ,l 7�' �. ..Y :iY,.$'• •�7 .. r ,: -s.'Lr .. :y .,: -,.y ._�..�. ..s • .b,'e }. ,.. r .. .r. .+, ¢t ... �; ,. r;7, -e ,.�i°' - y ., F,.. ^ „ :w. ..ir rak '� r .•r+ F 1'• , , ,may+ � . r w '�''. <� �"� sx. a . .� �, =s�,�:, " ,•^s , �..;., ..:'. -.._ . r_h..;.f':_..',.f :_l: ..'..i ..r. �. JG... .:_� ,. -fci ... .:..:•:.. _:.et, _. �F Y ^3 L �' .S Sri' • < .{r�: . ELECTRICAL NOTES Final connection' from rough -ire to controls, receptacles, junction boxes, breaker panels or switches etc., by electrician. Dimensions shown are from finished building surfaces. Electrical Contractor to provide' interconnection between appliances and accessories. (i.e. disposers) Electrical Contractor to provide` mudrings ` for outlets where necessary. All outlets shown are for rough -in. -See equipment brochure for information'on final connection. Outlets` shown'';indicate equipment requirements. _ Contractor to work out the most p ractical circuits, switches and'controls. Outlets shown are for.equipmeet and service. Additional' utility outlets maybe required, verify with owner. Electrical Contractorto verify requirements of all existing equipment and all owner : provided equipment. All rough -in to be concealed in walls, except as noted. Height "of outlets shown are to. center of "J" box except those note "stub'up ". Height is from finished floor. Unless otherwise specified, disconnect switches are not a part of the food service equipment;, and will in no case be furnished with such equipment. Electrical`Contractor to provide all receptacles and'plugs as required on all cooking equipment. Verify requirements with K.E.C. REQ. K.W. H.P. C /P H.W. (7ElY! VOLTS'� H.P. iiiIiiiiiiiiiiiiii 111111 1111111111111111.1 NO, IMO IIIIIIIIII � MUM MEM ABBREVIATIONS D.C.O. Duplex Convenience Outlet "J "Ilox Junctioni3ox Requirements . Kilowatts Horsepower Cord and Plug included Hard Wire Connection ACCEPTAB!UTY THIS DESIGN AND!OR SPECIFICATION IS APPROVED APPRi;VED iY DEPT. DATE ItIIIItI mil IIIHipIII 10 11 M OE IN OERU►HY 12. a s E z t ► � W 6 . ii!!I!i!!!uil!! dmi!!!ilin!!o!liioj ELECTRICAL SCHEDULE CHECK 0 ENGR CHECKED APPROVED APPROV r• PROGRESS PRINT OCTOBER t C. SUiTITLE ' TITLE REMARKS rw� • 4 %%:. 'BOEING CAFETERIA 9-12 t UP +54 ", WALLMOUN ED, PROVIDE FOR BRACKET, HARDWIRE TO Oil ,S RV ATANAL CONTROL Fan switches furnished and installed by Electrical Contractor and wired to fan motors. General Contractor or owner shall-be responsible for notifying the building security alarm contractor to co- ordinate with'fire control' contractor to meet code requirements: Electrical Contractor wiring from fire system control box to gas shut-off solonoid valve and reset relay, whenever electric valves'are necessary. Electr.icalContractor is responsible for locating remote fire switches and provide wiring for same to the fire control panel. Kitchen Equipment ; to provide' the remote fire switches. (NOTE: water wash hoods' only) Electrical Contractor to run wiring from equipment -to shunt -trip breaker in panel to control on fire protection system. Electrical Contractor' to run wire and switches to connect hood fan control and make -up air. Make up air provided'by'General Contractor. Electrical Contractor to provide all power, disconnects, control wiring and conduit as required for remote compressors and: coil installation. . Verify with Mechanical: and Kitchen Equipment Contractor. All pedestal and floor outlets shall be water - proof. Electrical Contractor shall'install and /or interconnect light fixtures, switches, 'tempeeature,alarin thermostats, room thermostats and solenoids furnished by the walk -in cooler /freezer contractor or refrigeration contractor.' Hood light bulbs provided by Electrical Contractor. OWG NO. RECEIVED ' CITY OF TUKWiLA OC r 5 19.:1.") PERMIT CENTER Restaurant 3. 3016 NJ. 1220, (106)11 :•191 iC b q ^ G•H Pi�W7+. 4 w1 ...r....a n..sYr .i.... ama u>.• ... • .. J.. 'aa 1 -I �•': .& LAYER #1 -; TI`TLE BLOCK REVISION M► 0010 •114, f *V : 7p 3 NOTE- t S tu) ARE TO BE 50% SCREEN. TRIAL PROOF IS REQUIRED BEFORE RUN. DATE FSE91 FSE59 4 F ':+24" APPROVED " r " +!*; '�.,..: �.4 r..tl. ?r :�'..�J-?4na_ '•?.:e i`a�,ry,,...' ?' . .. PARTIAL FLOOR PLAN 1/4 " =1' -»0" APPROVED 16 THS INCH DATE I NA. STORA 1" �. oc se 86 GZ 9E te ;' ez ez 11;1;1111;ii;;1101 ia_ i► I ;;iii1;;lnnni;l0;n;111111h ;;I;;;; LOE3BY 100 1 °PSE97 +12 EXIT 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 5 +45" 8 +45" 8'+45" 7 +45") 6 + 45" . 5 +45' 5 +4V 73 STUB UP +6" ENTRANCE 5 6 7 8 NOTE: If the aicrofilmed document is legs clear than this notice, it is due to the quality of the - original docuatent. 5 +45" DESSERTS tz .OZ. 6t . St Lt St St 4 71 et V. • u nl s ;► 111111111111I; ;;►I;;n1iilil;;;lin1! ItIlni; ;IIiI lUIil; ;l ;l ;l1111lt i : ;I;ir1 liI! 1Ii�iil��i�l�ni�(II Iiuili�i Iiii ` -cam. 3 y� `�' c f � •5�'`i. l �c<s. r ifi,' rsSr � .e C < ✓�. v'i`FYi� .�.., U 2 3 S� �i�y � YA:' ° , � f Y /�L 9 -v�`' , �� ` .f.1�A,uY3� K-w :..r. Sr.� ,}.. id, . r....� `4 . } d -�.. x c 37 .:d;_...d: Tf'�.t :x. i�•K{i_'S�J .1� S R ER E9+12" ACCEPTABILITY THIS DESIGN AND1OR SPECIFICATION IS APPROVED DEPT. PSE73 STUB SLISTI TITLE L. FOOD SERVICE . I CAFETERIA .�ys ^a. .* ....,•�i`,i�''F�S =; �Yri. 'rA:,..'�1.d.,..;1t :' -�._u 3'W`...f:v" KITCHEN ELECTRICAL LEGEND . . ..�._ ... CONNECTION POINT FROM ROUGH IN OUTLET` AS NOTED (R = RECESSED ) 0 JUNCTION BOX DROP CORD WITH TWIST LOCK ' OUTt.ET 6' 6° A.P. CARBONATED BEVERAGE CONDUIT t4ft. EINQR. CH ECKED APPROVED APPROV D, ` sup .Y�n S' • e4 ...,V+q. ,.. ..a-. ........*w...r.q... 7 *.... .r .w ****** 1MwS, a!'M1A *04*. AW ' :^141... 4rM'M1i*'1Wr. I 3jG FSA2 S1 N OM tied 1412v. 7A03 Eliot Water Cold Water Hot alnd Cold Water Mechanical Contractor Floor Drain NOTE- 0 & ID ARE TO BE 50% SCREEN. TRIAL PROOF I S REQUIRED BEFORE RUN. ev f A► eerova® Y -w Kitchen Equipment' Contractor Floor Sink All work to conform with applicable codes and regulations. Dimensions shown are from finished building surfaces. Grease traps are not a part of the foodservice equipment. Plueber to verify size' and locations. Provide inter - connection between appliances and accessories (i.e. disposers). All locations shown are rough-in. Mechanical Contractor to refer to equipment brochures and mechanical drawings for information on final connections required from rough-in to water or drain connections on all equipment. All rough -in to be concealed in walls except where noted "stub -up" in floor. ' General Contractor is responsible "for final hook -up and flexible connections to appliances as required. General Contractor to verify additional requirements with owner. Mechanical Contractor to provide all floor` drains, indirect waste fittings and floor sink hardware, as per K.E.C. details pr equal. Mechanical Contractor to provide additional' floor drains as required. Verify with owner. General Contractor to slope floor 1/4" to floor drains, floor sinks and floor drain troughs. Slope in 12" radius around floor drains and floor sinks. All floor sinks indicated to be flush with finished floor. If this does not coyly with local codes notify K.E.C. Restroom and mechanical rGom requirements by` General 'Contractor. General Contractor to verify requirements of softwater, water heater, and sprinkler system, etc. Hose bibbs, where noted, are not a part of the foodservice equipment and shall be furnished and installed by the plumber. Al) manual gas` shut -off valves shall be provided by Mechanical Contractor. Autocratic gas valve provided by Fire Control Contractor. General Contractor is responsible to notify the Fire Control Contractor to provide' the required automatic gas shut -off valve before gas piping is installed. All connections to gas fired equipment to be flexible and 24" miniuum. Refer to exhaust ventilator drawings for further clarification regarding hood drain:: lines and interconnection of water lines from the control panel to the various hoods. (when water wash hoods are specified.) Mechanical Contractor to provide conduit in walls and floor for refrig- eration lines from 'compressors to blower coils where indicated. Pressure` regulators must be installed in all gas lines and must be provided by Mechanical Contractor unless' otherwise provided. BittteSoi YtiL'1r NOTE 6•) CONNECT HW TO ONE UNIT HEATER INLET, INTERCONNECT BOTH UNITS TOGETHER, AND MAKE ONE FINAL CONNECTION AT FINAL RINSE CONNECTION AT DISHWASHER FSP62 +53" INDIRECT DRAINS GO TO FLOOR SINK FSP67. TYPICAL FLOOR 1 .. -$x a - - r X0.2 A (PM Sli4I + 2. 3 of e s�w 3x•; OVAL MOS VED1 DATE j IWWW N.Y.., . yr 1 Cou.Csr.E• Usocs AI P ,,h 9.4 Moms who. Staquifigii. 1'1Lf 1 `I. 0c 6Z 8e LZ 9Z SZ •iZ + £Z ZZ 1 1 , ! 11 •1 I 1 �IIIl111IIIILl 111111{ 11�1111i1111{ 1l ►llilll{Ililllll111111r.1111�11 ! 11 ! ! I ! (Il,i� i i TO Son A0DIA. It fp.....3860 .. 36S3 c ... CAULK 1100UI.A . 3s tt, !• ... . 3GS5 •V .... NEI /IUS A idd Z •. vow, osor t/ too Coils? Emil 6t4 lift$ AS PIia'I+le CRme (whet ty°alf1.4) FACILITIES DEPARTMENT 1 [ 11 ` 1 1 1 1 ,1 1 1 1 3' 4 1 11 5 1 1 :1I11flfn(111 7 NOTE: IA: the microfilmed document is less Clear than this notice, it is line to the quality of tine original document. FSP52 I FLOOR ` DRAIN ' TYPE 3 FSP53 ISLAND MERCHANDISER FLOOR SINK DESCRIPTION ICE /WATER; DISPENSER FL00 DRAIN TYPE 3 HOSE REEL DISPOSER SOILED DISH TA Lam WA. 98002 WA. 90201 WA. 98031 OR. 97220 WA. 98055 WA. 98124 1 SERVERY AND HOT. CHOCOLATE DISPENSER COFFEE BREWER ICE TEA BREWER BEVERAGE TOWER W /ICEMAKER FLOOR SINK COFFEE BREWER CARBONATOR 4�.>,. Y° "-. rr ...d:- ..:'i..? .sMi:��"''1.� 3. t t'.yy .:c• l��e:r' «r -'c' �' Win. :- e�...':a1; 1 ' 1 1 111I�11{1I 1 `1I �1( I 8 9 3 1 •Z OZ GI 81. LI 9l ft VI. £l cll. Il Off, 6 8 L ? 9 ! 1 �Illililillli{ i1. 11{ Il llilllillllllllllill {Ilullil {lli iliill�il�I 1 ,.1lI {i {ilil�l{II� {�II�II{IIIlI {Illlll {.11 !! { } . I. 111i II U{ Ilnlll��Illi{ .q �p fir' 3 „ { . .r' - � -:.. i•."�''!' ... r. .... l .. , -. _. ,. �, ;^X yST' tR �S. .f f�^^'Fl Y gJg r/ ' Li3� .^ t M ., J' '�Y . tr z a�j hX ,a JV'. i rfe.lr' 4!r'fix�- cR't,4�� ✓.f:,•t r_...Lr ��Yt �-.� ��".�•5�.� :` Y. '_g'��".S'.. ' r. J ,a}.1?.;:� {,�.�fi.�xC; ��:.`J.' �i�S'a�4.c4, eYY�ri�a: :?:>. 16..G 3. 4w 34 1 C '1 11111111 j 11111 1 1 111 P1 1 01 1 1 1- 1 I + - 1 11 wameemme 12 E Z I war Q IllblmlIiii ;IiIIIIIIIIIIIIIIIII 1mIlmdld FSP44 FSP45 FSP46 FSP47 FSP48 FSP55 FSP56 FSP57 FSP58 FSP59 FSP61 FLOOR DRAIN TYPE FSP62 DIS WASHER FSP63 DISHWASHER DISHWA FI FLO I F SP68 FSP69 FSP71 FSP77 FSP78 BOOSTER HE FLOOR SINK SPARE, NUMBER DISPOSER SPARE NUMBER HA S LNK MOP INK . FLOOR DRAIN ,TYPE 3 DESSERT COUNTER/DRAIN TROUGH FLOOR'; DRAIN ,, uTYPE 3 , BEVERAGE COUNTER /SERVICE SINK AREA FLOOR DRA I ' TYPE 2 (2) A73 A76 A79 CW UP +45 CONNECT TO EQUIPMENT CW UPi45 CONNECT TO E ms . ,. ..._... CW`UP + 14 ". INDI DRAI 12 72 "x 10" POf.CEI.A I N ` FLOOR S I NK, AV CW UP +45 ", CONNECT TO EOU W 177721 2 INDIRECT DRAIN LINE TO FSP52 I TH F N IEL TO CCEPT DRAIN I N FR '� F,,E e 1 INDIRECT DRAIN TO FSP54 12 "x12 "x10 PORCELAIN FLOOR SINK CW UP+ 24 ":CONNECT TO 1 HW UP +16 ", 140° MIN TEMP, - ONNECT INDIRECT WASTE 7 7117111/63 12 "X12 "x10" '9R, _1 ' ay '', 1 HW UP+ 1 , SE'E DAS BTU NNW REMARKS CW UP +45 ", CONNECT TO ACCEPTABILITY THIS DESIGN ANfIOR SPECIFICATION IS APPROVED APPROVED eV 'BOEING CAFETERIA 9--12 w .irt� "a C ITY OF T veo OCT I : 5 1r PERMIT CENTS cu ` 1 0 m 4 t eeaieeeeeee ?:..` iiry�i�kq .K'Fiak�idd+L'�d<.o1aY:k sr'ii .; �':... �c„ r„:+, t�:. rwE .v�G+wti.:u:�.e�..tf•,.+...+ +i arS�a +.w lxo;s`ti:`� e. +.► y . ..*. on • ,..+• + .non. M... ...M..m+MyM/n.wAw+'Mwf: ♦...w..0,.....411V •.M.. t3•r.S.''f&:.k,�.eih, ar, sk�.LSt•'.rT.i.sdtr <r2l :.it. ,r,.? 444 WilIMIEUMMEIMIOPUIMIONM OM 334 43 FSA2 S1 N OM tied 1412v. 7A03 Eliot Water Cold Water Hot alnd Cold Water Mechanical Contractor Floor Drain NOTE- 0 & ID ARE TO BE 50% SCREEN. TRIAL PROOF I S REQUIRED BEFORE RUN. ev f A► eerova® Y -w Kitchen Equipment' Contractor Floor Sink All work to conform with applicable codes and regulations. Dimensions shown are from finished building surfaces. Grease traps are not a part of the foodservice equipment. Plueber to verify size' and locations. Provide inter - connection between appliances and accessories (i.e. disposers). All locations shown are rough-in. Mechanical Contractor to refer to equipment brochures and mechanical drawings for information on final connections required from rough-in to water or drain connections on all equipment. All rough -in to be concealed in walls except where noted "stub -up" in floor. ' General Contractor is responsible "for final hook -up and flexible connections to appliances as required. General Contractor to verify additional requirements with owner. Mechanical Contractor to provide all floor` drains, indirect waste fittings and floor sink hardware, as per K.E.C. details pr equal. Mechanical Contractor to provide additional' floor drains as required. Verify with owner. General Contractor to slope floor 1/4" to floor drains, floor sinks and floor drain troughs. Slope in 12" radius around floor drains and floor sinks. All floor sinks indicated to be flush with finished floor. If this does not coyly with local codes notify K.E.C. Restroom and mechanical rGom requirements by` General 'Contractor. General Contractor to verify requirements of softwater, water heater, and sprinkler system, etc. Hose bibbs, where noted, are not a part of the foodservice equipment and shall be furnished and installed by the plumber. Al) manual gas` shut -off valves shall be provided by Mechanical Contractor. Autocratic gas valve provided by Fire Control Contractor. General Contractor is responsible to notify the Fire Control Contractor to provide' the required automatic gas shut -off valve before gas piping is installed. All connections to gas fired equipment to be flexible and 24" miniuum. Refer to exhaust ventilator drawings for further clarification regarding hood drain:: lines and interconnection of water lines from the control panel to the various hoods. (when water wash hoods are specified.) Mechanical Contractor to provide conduit in walls and floor for refrig- eration lines from 'compressors to blower coils where indicated. Pressure` regulators must be installed in all gas lines and must be provided by Mechanical Contractor unless' otherwise provided. BittteSoi YtiL'1r NOTE 6•) CONNECT HW TO ONE UNIT HEATER INLET, INTERCONNECT BOTH UNITS TOGETHER, AND MAKE ONE FINAL CONNECTION AT FINAL RINSE CONNECTION AT DISHWASHER FSP62 +53" INDIRECT DRAINS GO TO FLOOR SINK FSP67. TYPICAL FLOOR 1 .. -$x a - - r X0.2 A (PM Sli4I + 2. 3 of e s�w 3x•; OVAL MOS VED1 DATE j IWWW N.Y.., . yr 1 Cou.Csr.E• Usocs AI P ,,h 9.4 Moms who. Staquifigii. 1'1Lf 1 `I. 0c 6Z 8e LZ 9Z SZ •iZ + £Z ZZ 1 1 , ! 11 •1 I 1 �IIIl111IIIILl 111111{ 11�1111i1111{ 1l ►llilll{Ililllll111111r.1111�11 ! 11 ! ! I ! (Il,i� i i TO Son A0DIA. It fp.....3860 .. 36S3 c ... CAULK 1100UI.A . 3s tt, !• ... . 3GS5 •V .... NEI /IUS A idd Z •. vow, osor t/ too Coils? Emil 6t4 lift$ AS PIia'I+le CRme (whet ty°alf1.4) FACILITIES DEPARTMENT 1 [ 11 ` 1 1 1 1 ,1 1 1 1 3' 4 1 11 5 1 1 :1I11flfn(111 7 NOTE: IA: the microfilmed document is less Clear than this notice, it is line to the quality of tine original document. FSP52 I FLOOR ` DRAIN ' TYPE 3 FSP53 ISLAND MERCHANDISER FLOOR SINK DESCRIPTION ICE /WATER; DISPENSER FL00 DRAIN TYPE 3 HOSE REEL DISPOSER SOILED DISH TA Lam WA. 98002 WA. 90201 WA. 98031 OR. 97220 WA. 98055 WA. 98124 1 SERVERY AND HOT. CHOCOLATE DISPENSER COFFEE BREWER ICE TEA BREWER BEVERAGE TOWER W /ICEMAKER FLOOR SINK COFFEE BREWER CARBONATOR 4�.>,. Y° "-. rr ...d:- ..:'i..? .sMi:��"''1.� 3. t t'.yy .:c• l��e:r' «r -'c' �' Win. :- e�...':a1; 1 ' 1 1 111I�11{1I 1 `1I �1( I 8 9 3 1 •Z OZ GI 81. LI 9l ft VI. £l cll. Il Off, 6 8 L ? 9 ! 1 �Illililillli{ i1. 11{ Il llilllillllllllllill {Ilullil {lli iliill�il�I 1 ,.1lI {i {ilil�l{II� {�II�II{IIIlI {Illlll {.11 !! { } . I. 111i II U{ Ilnlll��Illi{ .q �p fir' 3 „ { . .r' - � -:.. i•."�''!' ... r. .... l .. , -. _. ,. �, ;^X yST' tR �S. .f f�^^'Fl Y gJg r/ ' Li3� .^ t M ., J' '�Y . tr z a�j hX ,a JV'. i rfe.lr' 4!r'fix�- cR't,4�� ✓.f:,•t r_...Lr ��Yt �-.� ��".�•5�.� :` Y. '_g'��".S'.. ' r. J ,a}.1?.;:� {,�.�fi.�xC; ��:.`J.' �i�S'a�4.c4, eYY�ri�a: :?:>. 16..G 3. 4w 34 1 C '1 11111111 j 11111 1 1 111 P1 1 01 1 1 1- 1 I + - 1 11 wameemme 12 E Z I war Q IllblmlIiii ;IiIIIIIIIIIIIIIIIII 1mIlmdld FSP44 FSP45 FSP46 FSP47 FSP48 FSP55 FSP56 FSP57 FSP58 FSP59 FSP61 FLOOR DRAIN TYPE FSP62 DIS WASHER FSP63 DISHWASHER DISHWA FI FLO I F SP68 FSP69 FSP71 FSP77 FSP78 BOOSTER HE FLOOR SINK SPARE, NUMBER DISPOSER SPARE NUMBER HA S LNK MOP INK . FLOOR DRAIN ,TYPE 3 DESSERT COUNTER/DRAIN TROUGH FLOOR'; DRAIN ,, uTYPE 3 , BEVERAGE COUNTER /SERVICE SINK AREA FLOOR DRA I ' TYPE 2 (2) A73 A76 A79 CW UP +45 CONNECT TO EQUIPMENT CW UPi45 CONNECT TO E ms . ,. ..._... CW`UP + 14 ". INDI DRAI 12 72 "x 10" POf.CEI.A I N ` FLOOR S I NK, AV CW UP +45 ", CONNECT TO EOU W 177721 2 INDIRECT DRAIN LINE TO FSP52 I TH F N IEL TO CCEPT DRAIN I N FR '� F,,E e 1 INDIRECT DRAIN TO FSP54 12 "x12 "x10 PORCELAIN FLOOR SINK CW UP+ 24 ":CONNECT TO 1 HW UP +16 ", 140° MIN TEMP, - ONNECT INDIRECT WASTE 7 7117111/63 12 "X12 "x10" '9R, _1 ' ay '', 1 HW UP+ 1 , SE'E DAS BTU NNW REMARKS CW UP +45 ", CONNECT TO ACCEPTABILITY THIS DESIGN ANfIOR SPECIFICATION IS APPROVED APPROVED eV 'BOEING CAFETERIA 9--12 w .irt� "a C ITY OF T veo OCT I : 5 1r PERMIT CENTS cu ` 1 0 m 4 t eeaieeeeeee ?:..` iiry�i�kq .K'Fiak�idd+L'�d<.o1aY:k sr'ii .; �':... �c„ r„:+, t�:. rwE .v�G+wti.:u:�.e�..tf•,.+...+ +i arS�a +.w lxo;s`ti:`� e. +.► y . ..*. on • ,..+• + .non. M... ...M..m+MyM/n.wAw+'Mwf: ♦...w..0,.....411V •.M.. t3•r.S.''f&:.k,�.eih, ar, sk�.LSt•'.rT.i.sdtr <r2l :.it. ,r,.? LAYER #1 - TITLE maw 714:3 OCK • ,,h'_v.M •4'.S nY S /� V, fi +%L.TtlrA .. .Y, NOTE- & 474 ARE TO - O£ 50% SCREEN. TRIAL: PROOF IS RE I FLED BEFORE RUN. FSP7 4-12" NEVI SKIN DATE y .. LK" � - i Y. X 3 . .� [ � .tttkG... DINING _� ►. .,! w(�!►4, k r . PARTIAL FLOOR PLAN FSPS I P CONDIMENTS LOBBY ,worn a tnu PSPSS P/D DESSERTS ENTRANCE O AUBURN, WA. 98002 O EVERETT, WA. 98201 O KENT, WA. 98031: O PORTLAND, OR 97220 O RENTON, WA. 98055 O SEATTLE, WA, 98124 NOTE: If the micr'ofi..imed document is less clear than this notice, it is due to the quality of the priginal document. DINING CASHIERS IT I III 11 kaE 12 0 SC LZ 9Z sZ 77 ez ZZ IZ Oa 61 et 6I 91 GI 'I CI ZL II pl, 6 9 L 1 9 5 h E w.4 I I I I I i I I illllii�IIII�!IfI ilJIIiIu�Ilillill�� I ll,1I,IIili11111iilii ) CASHIERS ACCEPTAOILITY THIS DESIGN AND/OR SPEW /CATION IS APPROVED Sie MECHANICAL. LEGEND O COLD WATER ® NOT WATER ( DIRECT WASTE c: INDIRECT` WASTE L`._': FD -1 FLOOR DRAIN 2" PIPE COE FD-Z. FUNNEL /FLOOR;' DRAIN 2" PIPE COHN. FS -2 FLOOR' SINK 3"; PIPE'CONN. FUNNEL DRAIN g STEAM SUPPLY El GAS REFRIGERANT LINE'S CITY OF TU PERMIT CpI Et r. ,m ..ht3rt1 61,:11 NL .. cc4n ' }':;93. DATE DATE APPROVED g. a-1 111111111 4 5 6 7 8 „.. NOTE: If the microfilmed document is less clear than this 11111111titifill I 41 1 I 3' ( I notice, it is due to the quality of the , ptiginal document. • . ,„ . , - 08 6Z 86 a 9z GZ 1 7Z CZ Ze tZ OZ 6L et Lt et Gt Et Zt It cm, 6 8 L 111111111111111111111 1111111111111111111111111111111ffihnillinlillihn11111111111111111111111011MIIIIIIIIIIIllihtilitillIMIIIIIIIIII11111111111 din I II I I 1 I II ELEVATION ELEVATION 0 AUBURN, WA, 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 9722 0 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 _ e.r.604441 ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED Avog aiss oetql. 4 DRAWN SY pus APPROVED TITLE 103 NO. DWG NO. F',. , t 41 - $:., •! 4 - .fm t - , - ,r. , . 3 7T'Of , ,IWg'.•.d:e;.i lr.R g , ,;:-,f; ..•- -- ;;.15.44 - ftAil . . , . . . , • rikompumesswarramataimaarrs 11111•1001111111110111.. 1111111ntlEil1111111 11111111111111111111111111111 1111 01111111i A4 13 : A. . . vt. DATE DATE APPROVED g. a-1 111111111 4 5 6 7 8 „.. NOTE: If the microfilmed document is less clear than this 11111111titifill I 41 1 I 3' ( I notice, it is due to the quality of the , ptiginal document. • . ,„ . , - 08 6Z 86 a 9z GZ 1 7Z CZ Ze tZ OZ 6L et Lt et Gt Et Zt It cm, 6 8 L 111111111111111111111 1111111111111111111111111111111ffihnillinlillihn11111111111111111111111011MIIIIIIIIIIIllihtilitillIMIIIIIIIIII11111111111 din I II I I 1 I II ELEVATION ELEVATION 0 AUBURN, WA, 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 9722 0 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 _ e.r.604441 ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED Avog aiss oetql. 4 DRAWN SY pus APPROVED TITLE 103 NO. DWG NO. F',. , t 41 - $:., •! 4 - .fm t - , - ,r. , . 3 7T'Of , ,IWg'.•.d:e;.i lr.R g , ,;:-,f; ..•- -- ;;.15.44 - ftAil . . , . . . , • rikompumesswarramataimaarrs 11111•1001111111110111.. 1111111ntlEil1111111 11111111111111111111111111111 1111 01111111i A4 13 : A. REVISION APPROVED APPROVED 0 I T H S I N C H 1 FAC1LmES DEPARTMENT 1 I 1 I 1 I 111111111111111 I I I I I I I I 1 2 1 I I I I I I I l q a 3 1 111 I I f I 1 I F r I I I 1 II II 11111111 - II 1111 11 4 5 6 7 NOTE.: If the microfilmed document is lass clear D j notice, it is due to the of the priginal 0 AUBURN, WA. 98002 c EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND!OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN BY pws CHECKED ENGR. CHECKED APPROVED APPROVED SYM1101 z I WW O n�, I�nll IMI! WIniIn�iiinli�ill1111111111 SUBTITLE FOOD SERVICE DISHWASHING ELEVATIONS TITLE BOEING CAFETERIA 9-14. LAS'? REVISION IS F I!.."`i "WNW, 41111111w: Al I nn i nn NimiroP MUM � ■ rww■i r■ uI .0 m�( 1111•1111/1111 ■ Iit aH■■I iM•uai I■U11w■■' 11111111.11111 IA11111.1111 :1/■ •■ 1 t ■��1 11111111111111111 11111111111111, 1ia 1111 I■■■■m■i.l ■ ■I irsaimiumnim iniss■■l ■■ I ■w■w.■I ■■ ■11 111111111111111 1111111111111 11111111111111111 1•1111111111 �� ■��■ I ■w ■■ L... ■ ■ ►: 1ai.r11 111111111111111111111111111111111 11111111111111111 1■ ■■■ I Y■ ■ ■ =-1 ■1111■ i ■ Il■ ■ * tt 6 ,, 0 S 7 2 ELEVATION 'Al 1 L. -I- _L_1 ELEVATION 1 • • ELEVATION ELEVATION RECEIVED CITY OF TUKWILA OCT 1 3 r'u PERMIT CENTER • `� 0 0 0 #: 0 0 .0 0 / orli la[ �w•�_ - - R r ' { REVISION APPROVED APPROVED 0 I T H S I N C H 1 FAC1LmES DEPARTMENT 1 I 1 I 1 I 111111111111111 I I I I I I I I 1 2 1 I I I I I I I l q a 3 1 111 I I f I 1 I F r I I I 1 II II 11111111 - II 1111 11 4 5 6 7 NOTE.: If the microfilmed document is lass clear D j notice, it is due to the of the priginal 0 AUBURN, WA. 98002 c EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND!OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN BY pws CHECKED ENGR. CHECKED APPROVED APPROVED SYM1101 z I WW O n�, I�nll IMI! WIniIn�iiinli�ill1111111111 SUBTITLE FOOD SERVICE DISHWASHING ELEVATIONS TITLE BOEING CAFETERIA 9-14. LAS'? REVISION • IS F I!.."`i "WNW, 41111111w: Al I nn i nn NimiroP MUM � ■ rww■i r■ uI .0 m�( 1111•1111/1111 ■ Iit aH■■I iM•uai I■U11w■■' 11111111.11111 IA11111.1111 :1/■ •■ 1 t ■��1 11111111111111111 11111111111111, 1ia 1111 I■■■■m■i.l ■ ■I irsaimiumnim iniss■■l ■■ I ■w■w.■I ■■ ■11 111111111111111 1111111111111 11111111111111111 1•1111111111 �� ■��■ I ■w ■■ L... ■ ■ ►: 1ai.r11 111111111111111111111111111111111 11111111111111111 1■ ■■■ I Y■ ■ ■ =-1 ■1111■ i ■ Il■ ■ * tt 6 ,, 0 S 7 2 ELEVATION 'Al 1 L. -I- _L_1 ELEVATION 1 • • ELEVATION ELEVATION RECEIVED CITY OF TUKWILA OCT 1 3 r'u PERMIT CENTER P r ^ "" .."‘" ■Akf'•. ' • • c{,, , • - . •f•••' • "•••• • • T _ ?,:if;•• r LU Ir 11111 77 14 7 .1 1 1 ■RINIMMNft.101010•1=.walcommimas 100. J 3 = - 0 " MINOMIIMAYMINIP■IIMMNIO 'PIZZA BAR ELEVATION V11111111111111111111111111111/ p .111111••••••=1 0 le THS INCH 0 e 63 8C L.3 1111111!11 ■IIIIMEM11011111411 2 1 . 3 4 9Z QZ VZ 'CZ ZZ Ii I ti !Winn !Whin "7 •■■■•■■11MISMIIIIMIIIIMP. ArafiritErA40° FACILITIES DEPARTMENT 411.111011•••■•■••••■■•■•••. ter 11111111 1 1 1 11 I 1 I 1 1 1 NIMINIIMIlde..1.141:1141•11.1••■.111, Nt" XA1-1: Y2 1' - 4 ) 5' 4 5 6 7 8 NOM: If the microfilmed document is less clear than this , OZ 61. 91 9t lt It CL 11 01, 7 sjulqpippinp,Itinhullnfilmi notice, it is due to the quality of the original dccumenL — 0 " C-1 PASTA,BURGER BARS C-2 ELEVATION . . . 5CALZ: : " ' — 0 " t 11111111111111111 Illir IuIIIluhIIuII�hIIIi IIIIIIIIIM11111111111111 (11111111111111111111 1 1111111111111 1 111111111ifil HILTM111111IF 1111111111111111110i. _ 410111IMMI I 1 1 11 1 1 1111 11 1 1 111 1 I 2 ii MrVoc 12" OrfoUf P'02 KAORJL-ki i=00P WAP-X/15R 4111•11•MPSYYMeli WI 10 11 " Ape 148ERMANI 1 I 1 " 0 0 PASTA, BARS 0-2 C-3 PLAN Curarr k›: MODULArZ rcopvvmviEiZ cifibur roZ 12 20' FoopPAN1 vvrai PLAKIC. 9i-3" •aINIMMIMONNIMMUI:)11111•1111M11111MIMINAUMMINIIII4 , I -- El AUBURN, WA " DESIGN AND1OR CI M SUBTITLE :PE CIFICATIGN IS ECK APPROVED CE & ELEVATIONS •EINIIIIINIMIMMIIIIIIMMINIMilli X ED EVERETT, WA. 98201 _ . 98002 CD KENT, WA. 98031 [3 PORTLAND, OR. S)7220 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 V 71—f ji RECEIVED CITY OF TUKWILA OCT I 5 rfif.), PERMIT CENTER sass. sea !La, 48f., wrgiflost. weateosta A yr P 0 , W )— m 2 0 I — rn *±, / , /' / / • ' /7 - // I I . / / // P r ^ "" .."‘" ■Akf'•. ' • • c{,, , • - . •f•••' • "•••• • • T _ ?,:if;•• r LU Ir 11111 77 14 7 .1 1 1 ■RINIMMNft.101010•1=.walcommimas 100. J 3 = - 0 " MINOMIIMAYMINIP■IIMMNIO 'PIZZA BAR ELEVATION V11111111111111111111111111111/ p .111111••••••=1 0 le THS INCH 0 e 63 8C L.3 1111111!11 ■IIIIMEM11011111411 2 1 . 3 4 9Z QZ VZ 'CZ ZZ Ii I ti !Winn !Whin "7 •■■■•■■11MISMIIIIMIIIIMP. ArafiritErA40° FACILITIES DEPARTMENT 411.111011•••■•■••••■■•■•••. ter 11111111 1 1 1 11 I 1 I 1 1 1 NIMINIIMIlde..1.141:1141•11.1••■.111, Nt" XA1-1: Y2 1' - 4 ) 5' 4 5 6 7 8 NOM: If the microfilmed document is less clear than this , OZ 61. 91 9t lt It CL 11 01, 7 sjulqpippinp,Itinhullnfilmi notice, it is due to the quality of the original dccumenL — 0 " C-1 PASTA,BURGER BARS C-2 ELEVATION . . . 5CALZ: : " ' — 0 " t 11111111111111111 Illir IuIIIluhIIuII�hIIIi IIIIIIIIIM11111111111111 (11111111111111111111 1 1111111111111 1 111111111ifil HILTM111111IF 1111111111111111110i. _ 410111IMMI I 1 1 11 1 1 1111 11 1 1 111 1 I 2 ii MrVoc 12" OrfoUf P'02 KAORJL-ki i=00P WAP-X/15R 4111•11•MPSYYMeli WI 10 11 " Ape 148ERMANI 1 I 1 " 0 0 PASTA, BARS 0-2 C-3 PLAN Curarr k›: MODULArZ rcopvvmviEiZ cifibur roZ 12 20' FoopPAN1 vvrai PLAKIC. 9i-3" •aINIMMIMONNIMMUI:)11111•1111M11111MIMINAUMMINIIII4 , I -- El AUBURN, WA " DESIGN AND1OR CI M SUBTITLE :PE CIFICATIGN IS ECK APPROVED CE & ELEVATIONS •EINIIIIINIMIMMIIIIIIMMINIMilli X ED EVERETT, WA. 98201 _ . 98002 CD KENT, WA. 98031 [3 PORTLAND, OR. S)7220 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 V 71—f ji RECEIVED CITY OF TUKWILA OCT I 5 rfif.), PERMIT CENTER sass. sea !La, 48f., wrgiflost. weateosta A yr P 0 , W )— m 2 0 I — rn *±, ae OW 40Th NEV. 7113 • REVISION APPROVED DATE JCl .. may` I ill [11111 III 1111 11111i 1111Ir 'I1111' .f (1 1I( 1 111 4 5 6 7 $ NOTEt If the microfilmed document is less clear than this notice, it is due to the quality of the reriginal document. ..-r' z? </•, .�.f� .. . ?„�, ram l s! -_,: r..... s.. .. BC LZ 9e. Se lie 6Z ze LZ 0? 6t Ett LI 91 SL til CI Et It 01, 6 6 I II I I f ` i . I I IIII�IIII�iII111lIll tholllllllllllllllllllllllLlil�llli 'lIII�lllll lllillL�(liillll 11111111!IliIIIIIIIIIIIII►111I tii IIIIIIIIilillllilillif llllilill fl �lll111liillllil! Illlillllliil�Iliilllil�lllllilll ._ ' ---_..� ..:r -�_._ �y�•. �a.'s3r ° �.. 3 ' �Ir'Sr` 'SI`1`.%::i 3 � � .sr +. r r',• S ,,• .. ", i^+"'*•• •' -- .,: 4 � r. �. s � C .. . �.,.. � ...... 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CONDIMENT COUNTER- C-12 ELEVATION . C A .E. : y2 • ! ! -- p" _.�. r.._..� �..�... oe- ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED 5 5 C -13 PLAN SCALE : y "— Q CONDINEW COUNTER - C13 ESA d SUBTITLE FE$vi' CONDIMENT €! PLAN & ELEVATIONS Immimmiolgitrotimmemaisarmarmaastomaftvap / 1 I u1 WJI I1 !1 I11 / \ Rill 1111 ' I ' ae OW 40Th NEV. 7113 • REVISION APPROVED DATE JCl .. may` I ill [11111 III 1111 11111i 1111Ir 'I1111' .f (1 1I( 1 111 4 5 6 7 $ NOTEt If the microfilmed document is less clear than this notice, it is due to the quality of the reriginal document. ..-r' z? </•, .�.f� .. . ?„�, ram l s! -_,: r..... s.. .. BC LZ 9e. Se lie 6Z ze LZ 0? 6t Ett LI 91 SL til CI Et It 01, 6 6 I II I I f ` i . I I IIII�IIII�iII111lIll tholllllllllllllllllllllllLlil�llli 'lIII�lllll lllillL�(liillll 11111111!IliIIIIIIIIIIIII►111I tii IIIIIIIIilillllilillif llllilill fl �lll111liillllil! 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T 14 11111111111111111111111111111111111111r 111111111M1III1111 11111111111r IIIIIIIIU1111IIIIHIIIHI■ II III II IIIIIIII I IIIII II II III II I� 10 GERMANY 12 £ Z t WW 0 L — ^� ACCIIaPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED A.e Afl aW WAwSrei ;Y•Y//��f011/S ATA A'p'A_ fSSVSTS MA r DESSERT CXXINTER ELEVATION' ._ -— DRAWN BY Fun. CHECXED iiiiiipM 111J11111'1I1111I111I ,d1111111111111 1111 IIIIIU1111IIIIIIII 1 1111111111111111-111 1111 1111111111111111 SYMSQI, DATE h N m 0 tp- I" m Os INC* 447a PIIv. 7/S3 REVISION ~ .r ._.::'�: x'�r <';• .. .._ .,!r'. 3313, IIIIII1 1II (III1111'1I'Ijian 0 18 THS INCH 1 2 1 3 • AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 • RENTON, WA. 98055 ❑ SEATTLE, WA. 98124 ww $_ .h _�:.Jw 1! - %4:x+. 1< `J7'.! b..;✓ - .Y'v!.'^ r >. : J . :.i C _:..t...t • i.. -..w ✓ 1 1 1 , I I l 1 . P 1 1 , ` 1 1 1 1 1 1 1 1 1 1 : 1 1 1 . 1 1 1 1 ; L 1 . ^ 1 1 ( 1 1 1 1 1 I . 11 , ;i 1( . 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"r12AkYS C 940vVi\l, c orrariS 1 .---GALVAI\11 Z17 I N oFIRAY 0 AUBURN, WA. 98002 O EVERETT, WA. 982Q1 O KENT, WA. 98031' O PORTLAND, OR. 97220 O RENTON, WA. 98055 *0 SEATTLE, WA. 98124 1 1611 1 16611116111161118161111116611601361116 •4 • N •••••■••••••1•11•11•1111.1. si'oP \Aug IKOR5_,c1 ()AW DNIC by FLuvisag. CASHIER'S STANti' 11 E'LEVATION CU1 IK14141 ......1".•0•■••••••M••••••■■■••1116 1111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII l 1 16 THS INCH I 0 1 2 1 3 ed 12 9Z 9Z VZ CZ L'a Le oz el GI 91 9 VI CI ZI U 0 L 6 8 I!tIItItJI 01,1'11,1_,,),p..1,11.1.,!igtii.,::1,Igr,i)igii„151,),1,1).„1,1);,...411,1.,ttipitilt,i,141,11.1.1,1,1,,P.),h,!,Iiii3O,1„.1[11,ii,:!,,I, 1111111111p 1 1111111111 I 1111 1 1111 it II ill 111111 II 4 5 6 7 8. • NOTE: If the microfilmed document is less clear than this notice, it is due to the quelity of the original document. 10" 2' -0" I CUfair rOSZ .2 20 ' Cowl-Warr PAN •••••••••••••••••■•••■••••••■• " . ••+ • • • 44:. 4'. ,4 .4 44 ' „, . . I (0114E1 51 7. 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LAST VEV:SION JOB NO Ll 91 rt t7I EI ZI II cm, 6 9 6 <. � I I ` !IIIIII i I Iiiilllli tFIIII iiIllIIII!!iI(�IIlI IIIIII!I {III�(�0ILIJ1 Si�X • .�•; .12..^3�t , > * '�{'t4y'L''� � ' %,GGFT'+' V "�`� `cy� t•Y.•+n.yr� S�4,tT��^ir •i� ,�' �yy, Yy APPROVED TITLE DWG NO. SYMsru1 DATE De vie v. 7183 IIIIIH IIli WIIIIII�I�IIIII111111111�11111 IIIIIIIt IIIIWIIIIII11i, `'III l IIIIIIIIIIIIlI 111111 IIIII lIIINl1 11111' ,IIII 1111111111 0111111H 1111111 III1IIIII1111111i. IIIIIIII111IIIIIIIIIIIIIIIIk; 11M111111111IIIIIl1111111P 4 1111111111111111111 111111111111 111 fli11111llltlllll IIIIIIIIIIIII � SCALE'; I i._ 0i i PV, 4"- I i S it 3,i 31-04" 1 0" 2i _ aJ1Lu4G rOP IU ULA1"EIp ICE I=J.1 s r P VALVE r I Nt�I ma=r 2?A1IJ UM 13Y PIMOER 7 — 8%" CASHIER'S STAND 0-115 ELEVATION- . . --- xI`.ss G T� STVP \/AI,.' OPP - \ N i .0. 11•1111111011 • yu� .t4 ��r<ti�ir p •� Aft oa" r10 CASHIER'S STAND E `VA` 1ON C/APiAkil SIa�FDC. F PI.A'v1 OKI AL-L. PRIVATE DINING SERVICE COUNTER C-5 - ELEVA11ON y ep" = I I _ CASHIER'S STAND .�.�, ELEVATION FACILITIES DEPARTMENT � I_( .0 II r a'P ❑ AUBURN, WA. 98002 EVERETT, WA. 98201 - : KENT, WA. 98031 0 PORTLAND, OR. 97 220 0 RENTON, WA. 98055 C1 SEATTLE, WA. 98124 '41 _ i curcur 14"X17" SINK. 5S eha) WITH %A s FAI oi\i HIGH 2EIJ5rY 4" RUBP EIS I f LI:.E t3DAIZD PRIVATE DINING SERVICE COUNTER C -5 ELEVATION -... ,9 N SIM, 0-17 scALE : MERCHANDISER ELEVATION _ N ACCEPTABILITY • THIS DESIGN ANDIOI: SPECIFICATION IS APPROVED DI i kl MEIZCk4I IL IS Z � `--- MA,IC . COMi '�ssoizENII7 K vi?ILE Fb SE2IK.6 (o END s1 M I=I)<12 7 Ar cow 1?NsEz M MERCHANDISER �f'} X17, ELEVATION 9..A! E: 7'Z" = I i -0ii - kAa.C1441JD155.1Z Ti m IVERCI1A,NDISER ELEVATION 1 _0" A co1JIPNS RECEIVED CITY OF TUKWILA AI..? 1 5 PERMIT CENTER Restaurant 181 3 .114kliN.E. 0220, Sebevibet . W 205) 1181° F I % " 7' - O Ik Zit HO- .� X41 I [;—=—: II— __ - I I II r I 1 7 I \ --Ift _v___ .....J. 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SYMsru1 DATE De vie v. 7183 IIIIIH IIli WIIIIII�I�IIIII111111111�11111 IIIIIIIt IIIIWIIIIII11i, `'III l IIIIIIIIIIIIlI 111111 IIIII lIIINl1 11111' ,IIII 1111111111 0111111H 1111111 III1IIIII1111111i. IIIIIIII111IIIIIIIIIIIIIIIIk; 11M111111111IIIIIl1111111P 4 1111111111111111111 111111111111 111 fli11111llltlllll IIIIIIIIIIIII � SCALE'; I i._ 0i i PV, 4"- I i S it 3,i 31-04" 1 0" 2i _ aJ1Lu4G rOP IU ULA1"EIp ICE I=J.1 s r P VALVE r I Nt�I ma=r 2?A1IJ UM 13Y PIMOER 7 — 8%" CASHIER'S STAND 0-115 ELEVATION- . . --- xI`.ss G T� STVP \/AI,.' OPP - \ N i .0. 11•1111111011 • yu� .t4 ��r<ti�ir p •� Aft oa" r10 CASHIER'S STAND E `VA` 1ON C/APiAkil SIa�FDC. F PI.A'v1 OKI AL-L. PRIVATE DINING SERVICE COUNTER C-5 - ELEVA11ON y ep" = I I _ CASHIER'S STAND .�.�, ELEVATION FACILITIES DEPARTMENT � I_( .0 II r a'P ❑ AUBURN, WA. 98002 EVERETT, WA. 98201 - : KENT, WA. 98031 0 PORTLAND, OR. 97 220 0 RENTON, WA. 98055 C1 SEATTLE, WA. 98124 '41 _ i curcur 14"X17" SINK. 5S eha) WITH %A s FAI oi\i HIGH 2EIJ5rY 4" RUBP EIS I f LI:.E t3DAIZD PRIVATE DINING SERVICE COUNTER C -5 ELEVATION -... ,9 N SIM, 0-17 scALE : MERCHANDISER ELEVATION _ N ACCEPTABILITY • THIS DESIGN ANDIOI: SPECIFICATION IS APPROVED DI i kl MEIZCk4I IL IS Z � `--- MA,IC . COMi '�ssoizENII7 K vi?ILE Fb SE2IK.6 (o END s1 M I=I)<12 7 Ar cow 1?NsEz M MERCHANDISER �f'} X17, ELEVATION 9..A! E: 7'Z" = I i -0ii - kAa.C1441JD155.1Z Ti m IVERCI1A,NDISER ELEVATION 1 _0" A co1JIPNS RECEIVED CITY OF TUKWILA AI..? 1 5 PERMIT CENTER Restaurant 181 3 .114kliN.E. 0220, Sebevibet . W 205) 1181° F I % " 7' - O Ik Zit HO- .� X41 I I 1 7 I V L ,,___ 1 REvtBION ,t' O€ 6z 84 hz 9z 9Z VZ CZ ZZ tZ pZ 6L 8L iiii11iii 11ih111H1111iii lii Iit lt�1111 hII!Iiiiilili111111ilii1ini !1111 t . ! , 1. t i' +4` . 1, i� 3 F � . r- � ^`� f . � r r . fa+ t � �,' F"J'/ :';x•+"x�P ,. >,- a, ,:., t :, '.- >.;rY 'F�s. y, >f•s i:• ...�.�.r. i.•.:. .�` 1�..,�' •.c. h � ` �.. sE j dr,� r 11111 111. , 1 1 1 1 1 1 + 1 1 1 1 i ` 1 1 1 1 1 1 I I I I I 1 1 1 1 1 ` I I I I I i I I I I II 1 111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 3' I I 4 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. APPROVED BY DAWN BY_ I. LAST VEV:SION JOB NO Ll 91 rt t7I EI ZI II cm, 6 9 6 <. � I I ` !IIIIII i I Iiiilllli tFIIII iiIllIIII!!iI(�IIlI IIIIII!I {III�(�0ILIJ1 Si�X • .�•; .12..^3�t , > * '�{'t4y'L''� � ' %,GGFT'+' V "�`� `cy� t•Y.•+n.yr� S�4,tT��^ir •i� ,�' �yy, Yy APPROVED TITLE DWG NO. SYMsru1 DATE De vie v. 7183 IIIIIH IIli WIIIIII�I�IIIII111111111�11111 IIIIIIIt IIIIWIIIIII11i, `'III l IIIIIIIIIIIIlI 111111 IIIII lIIINl1 11111' ,IIII 1111111111 0111111H 1111111 III1IIIII1111111i. IIIIIIII111IIIIIIIIIIIIIIIIk; 11M111111111IIIIIl1111111P 4 1111111111111111111 111111111111 111 fli11111llltlllll IIIIIIIIIIIII � SCALE'; I i._ 0i i PV, 4"- I i S it 3,i 31-04" 1 0" 2i _ aJ1Lu4G rOP IU ULA1"EIp ICE I=J.1 s r P VALVE r I Nt�I ma=r 2?A1IJ UM 13Y PIMOER 7 — 8%" CASHIER'S STAND 0-115 ELEVATION- . . --- xI`.ss G T� STVP \/AI,.' OPP - \ N i .0. 11•1111111011 • yu� .t4 ��r<ti�ir p •� Aft oa" r10 CASHIER'S STAND E `VA` 1ON C/APiAkil SIa�FDC. F PI.A'v1 OKI AL-L. PRIVATE DINING SERVICE COUNTER C-5 - ELEVA11ON y ep" = I I _ CASHIER'S STAND .�.�, ELEVATION FACILITIES DEPARTMENT � I_( .0 II r a'P ❑ AUBURN, WA. 98002 EVERETT, WA. 98201 - : KENT, WA. 98031 0 PORTLAND, OR. 97 220 0 RENTON, WA. 98055 C1 SEATTLE, WA. 98124 '41 _ i curcur 14"X17" SINK. 5S eha) WITH %A s FAI oi\i HIGH 2EIJ5rY 4" RUBP EIS I f LI:.E t3DAIZD PRIVATE DINING SERVICE COUNTER C -5 ELEVATION -... ,9 N SIM, 0-17 scALE : MERCHANDISER ELEVATION _ N ACCEPTABILITY • THIS DESIGN ANDIOI: SPECIFICATION IS APPROVED DI i kl MEIZCk4I IL IS Z � `--- MA,IC . COMi '�ssoizENII7 K vi?ILE Fb SE2IK.6 (o END s1 M I=I)<12 7 Ar cow 1?NsEz M MERCHANDISER �f'} X17, ELEVATION 9..A! E: 7'Z" = I i -0ii - kAa.C1441JD155.1Z Ti m IVERCI1A,NDISER ELEVATION 1 _0" A co1JIPNS RECEIVED CITY OF TUKWILA AI..? 1 5 PERMIT CENTER Restaurant 181 3 .114kliN.E. 0220, Sebevibet . W 205) 1181° F ■,■ 04 SOP 4t7 § nay. 713 REVISION SOFFE:T" REVISION AVAti ."11?l1i r4, !CAL 5 CC:no LI F5C84.9, Fsc.. 9 5tAnit-,A.R, • OF EQ1.30 see. c e- I7L,A0` FOIZ. Type. ,i_AP - iz-. 1 5EE UMNJ LAKI FOIZ E-X A.CT L-0(...Arr ION ArliFi FACILITIES DEPARTMENT - c?). .0■R PAINT FINISH 11 SCI-115PULE-, • AUBURN, WA. 98002 0 EVERETT, WA. 98201 E3 KENT, WA. 98031 0 PORTLAND, OR. 97220 O RENTON, WA. 98055 0 SEATTLE, WA. 98)24 Ki:55:4111 Icj , r.ozookommOszt..1a.‘16116,.101..11.. , 11:t...'"a.n.'e:teWeLlt:r.:^aT.: 7 / 36" RO4MET 7 7. - ,1110116.1111.1.111MINIMINOMPOMM.1•MMIONI TITLE MISINMSV DATE ACCEPTABILITY THIS DESIGN AND/OR RTRECKED SPECIFICATION IS APPROVED DEPT. g DRAWN BY RDs CHECKED APPROVED APPROVED DATE - ( Irti. -r i- G 5 1jj - a"Y '41\) p I I - 11....K.CDI■S" -- 110 IL/4c, i (1-ti?. oSE.) I I k aL, MATERIAL SYMBOLS KEY 1. EXTERIOR PLYWOOD 2. PARTICLE BOARD 3. HIGH PRESSURE LAMINATE, SEE INTEI012 SCHEVULE; FOR, 4. CABINET LINER • 5. CERAMIC TILES, SEE INTERIOR FINISH SCHEDULE FOR COLOR 6. TEMPERED 1/4"- GLASS , SEAM ALL EXPOSED -EDGES '7. GALVANIZED STEEL, 16 GAGE 8 GALVAINIZEI4,STEEL 18 GAGE 9. STAINLESS STEEL. #304, 14 GAGE • 10. STAINLESS STEEL #304, 13 GAGE '11. STAINLESS, STEEL #304, 18 GAGE 12. STAINLESS STEEL 1 SQUARE TUBING 13. STAINLESS STEEL 1 1/4" DIA. TUBING ADJOST'ABLFSTEEL FEET • 15:. SWIVEL CASTORS, 4" 5" DIA. POLY WHEELS 16. DOOR HARDWARE- SELF CLOSING CONCEALED HINGES MAGNETIC TOUCH-LATCHES (PULLS WILL NOT BE REQUIRED) SHEET JOB NO. 17. HARDWOOD . 18. WOOD BLOCKING AS REQUIRED 19. EQUIPMENT tIUMP,ER,__KASON' 700 20. STAINLESS STEEL FLA.SIIING _ RECEIVED 21„ STAINLESS STEEL SHELF, 12" METRO EPECTA- CITY oFTuKwn.A. 22. WALL BLOCKING INSTALLED BY WALL CONTRACTOR WHERE INDICATED., OCT 1 5 23. VINYL COVE BASE, SEE INTERIOR FINISH SCHEDULE FOR COLOR PERMITCENTER 24. FLOOR SINK 'OF EUNNEL DRAIN 'SEC PLAN TOt,O'CATEA r a."45". " = " 10000 MMMWM SECON REEMERESEEIESEBESSEHEI iNNEREMEENIEBEEZEIMIE A■11.111111111111111111111111111M, o 6 .3571-%c-r - Re, NI _Atsw 0" -•••••." ),,X/IBIZOINECA ananassismoranwomrssaawestiego • • • 7' •,%t:7 - ,;..• • . • ' ' • ' ' ' • " • - 7' • • • , . • - . - - - '• . • ' 4.4Z 1 1 1 1 1 1 1 1 1 1 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111;1"tr 0 tes TuS INCH 1 2 111111 Itril I .:: 111 111111 3 4 NOTE: If the microfilmed document is less clear than this notice it is due to the quality of the original document. V.V4.4442 41.1 4V 414V 4 VV4VMV1142 0 6Z Eite LZ 9Z SZ 1 7Z . CZ az IZ OZ 6L 9t LL 91 St 4 ;1 et Z1, 1.1 Q 6 8 1 • • !IIIIIIIII111111111111111111111111111111111 11 W CIERI4Aft 12 1 9 G 4 7 E I. 0 1111111i1111111111111111 ■y y■■■ ■;;."- ,• • • 1 1 t 4.4 t'Y7s7V.■ .■■■•■•• T GUTow 3,41 ■,■ 04 SOP 4t7 § nay. 713 REVISION SOFFE:T" REVISION AVAti ."11?l1i r4, !CAL 5 CC:no LI F5C84.9, Fsc.. 9 5tAnit-,A.R, • OF EQ1.30 see. c e- I7L,A0` FOIZ. Type. ,i_AP - iz-. 1 5EE UMNJ LAKI FOIZ E-X A.CT L-0(...Arr ION ArliFi FACILITIES DEPARTMENT - c?). .0■R PAINT FINISH 11 SCI-115PULE-, • AUBURN, WA. 98002 0 EVERETT, WA. 98201 E3 KENT, WA. 98031 0 PORTLAND, OR. 97220 O RENTON, WA. 98055 0 SEATTLE, WA. 98)24 Ki:55:4111 Icj , r.ozookommOszt..1a.‘16116,.101..11.. , 11:t...'"a.n.'e:teWeLlt:r.:^aT.: 7 / 36" RO4MET 7 7. - ,1110116.1111.1.111MINIMINOMPOMM.1•MMIONI TITLE MISINMSV DATE ACCEPTABILITY THIS DESIGN AND/OR RTRECKED SPECIFICATION IS APPROVED DEPT. g DRAWN BY RDs CHECKED APPROVED APPROVED DATE - ( Irti. -r i- G 5 1jj - a"Y '41\) p I I - 11....K.CDI■S" -- 110 IL/4c, i (1-ti?. oSE.) I I k aL, MATERIAL SYMBOLS KEY 1. EXTERIOR PLYWOOD 2. PARTICLE BOARD 3. HIGH PRESSURE LAMINATE, SEE INTEI012 SCHEVULE; FOR, 4. CABINET LINER • 5. CERAMIC TILES, SEE INTERIOR FINISH SCHEDULE FOR COLOR 6. TEMPERED 1/4"- GLASS , SEAM ALL EXPOSED -EDGES '7. GALVANIZED STEEL, 16 GAGE 8 GALVAINIZEI4,STEEL 18 GAGE 9. STAINLESS STEEL. #304, 14 GAGE • 10. STAINLESS STEEL #304, 13 GAGE '11. STAINLESS, STEEL #304, 18 GAGE 12. STAINLESS STEEL 1 SQUARE TUBING 13. STAINLESS STEEL 1 1/4" DIA. TUBING ADJOST'ABLFSTEEL FEET • 15:. SWIVEL CASTORS, 4" 5" DIA. POLY WHEELS 16. DOOR HARDWARE- SELF CLOSING CONCEALED HINGES MAGNETIC TOUCH-LATCHES (PULLS WILL NOT BE REQUIRED) SHEET JOB NO. 17. HARDWOOD . 18. WOOD BLOCKING AS REQUIRED 19. EQUIPMENT tIUMP,ER,__KASON' 700 20. STAINLESS STEEL FLA.SIIING _ RECEIVED 21„ STAINLESS STEEL SHELF, 12" METRO EPECTA- CITY oFTuKwn.A. 22. WALL BLOCKING INSTALLED BY WALL CONTRACTOR WHERE INDICATED., OCT 1 5 23. VINYL COVE BASE, SEE INTERIOR FINISH SCHEDULE FOR COLOR PERMITCENTER 24. FLOOR SINK 'OF EUNNEL DRAIN 'SEC PLAN TOt,O'CATEA r a."45". " = " 10000 MMMWM SECON REEMERESEEIESEBESSEHEI iNNEREMEENIEBEEZEIMIE A■11.111111111111111111111111111M, o 6 .3571-%c-r - Re, NI _Atsw 0" -•••••." ),,X/IBIZOINECA ananassismoranwomrssaawestiego • • • 7' •,%t:7 - ,;..• • . • ' ' • ' ' ' • " • - 7' • • • , . • - . - - - '• . • ' 4.4Z 1 1 1 1 1 1 1 1 1 1 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111;1"tr 0 tes TuS INCH 1 2 111111 Itril I .:: 111 111111 3 4 NOTE: If the microfilmed document is less clear than this notice it is due to the quality of the original document. V.V4.4442 41.1 4V 414V 4 VV4VMV1142 0 6Z Eite LZ 9Z SZ 1 7Z . CZ az IZ OZ 6L 9t LL 91 St 4 ;1 et Z1, 1.1 Q 6 8 1 • • !IIIIIIIII111111111111111111111111111111111 11 W CIERI4Aft 12 1 9 G 4 7 E I. 0 1111111i1111111111111111 ■y y■■■ ■;;."- ,• • • 1 1 t 4.4 t'Y7s7V.■ .■■■•■•• 1 SOON F5C 4 DJ F as moos 467* 91E v. 7IS3 5 aao rZ . I7.1/:IL - 5� =.1-:NazilIaltzgalzargazgallslikagtxyg ; . 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LL 9L SL �i £L ZL LL O1 , 6 8 I!�III{nI IIIIIiII!i{IIIII IIII 1111111111111111111 111111111 Y x �": ra ri �.%:�av ✓n � %?.,v�..SSr r �S �Yr IIIIIn!I�nnll!!!llllllllt I,i llli IniLIIIIIIIIIIIIi IIIIIIIIIIIIIII{�I!II ACCEPTAMITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVEO9t DEPT. 111 11 III I' I I I II ' 1 ' 1I I I I ' 1 II � -WALL_ �IJEZI✓ UARJ7 D ETAI ;4.2 FCC,I TITLE fLIGr 1.117E CI, L F 3 D ISP I...A`y FSCO _ ENt, PAIN G L- _....�f.l �: >C� �..'Z2Y�•.� �i111°S�w�Li z9,':y:.i�/:' APPROVED �4L_.+.-�'-. 4" ° x" r ' 'Z'I �'ly ✓- tY a'S- Jy. -1' JOB NO. DWG NO. SYMOO! DATE • 6: At, .71:17„.4.y W/s,LL. REWL sEcnoii Fsc 6, OUTLINJE. OF EQUIP PLANI FORTVI7E... /ijv Fr , •''''.'","9.t 111111,160■111111 lir,..-:- :; --' 4.1 ■999-2=-.9 IOW . — f tj k il I i f;,, ci ': Z ri , ; . ---- poor< 5E-E7 6 -aerze PINISH EN? 134" itoce_LA Rs 1 so L.I „3/4:` -1PL- FIN lei-1-6E1: r°11•1, 'B r FLAN) IoR:XA LOCAT iOtJ Ae FACILITIES DEPARTMENT eLiDe 56 a poo VO0R, LouvKiz AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 0 SEATTLE, WA. 98124 ouTL1k)E OF E SEE PLAki FOIZ1YVE ICE. MAK EA's COMPIZC5‘1Z. C..ARVOKY\ (EN) APPROVED Pep T2 - MTN TITLE Om; NEM ■/11 WO. min> ••■ 1nm ia Mr= >NM 01111• &MOM Oa .0 OMB ale or (2 r1, 0P -11's3 sits DRAWN BY FiLDs ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED $Y CHECKED ENDR. CHECKED APPROVED 4r• "2" f SYMIDOL DATE OF DWG td0. RECEIVED CITY OF TUKWILA C T 1 .5 PERMIT CENTER " • wi 1 IftIiIIIJt 111111111111111111 ft 11111' 2 r 3 4 5 6 7 8 NOTE: If the microfilmed document 13 less clear than this 0 IS THS INCH 1 • v." 1 -- ; :-- Ii -1 1 '' 111 1 1 1 1 1 1 1 11111 1 1 1 1111111111 9 ? 10 11 < , i , . l notice, it is due to the quality of the original document. i ■ ; OC 6E 84 LE 9E. 9Z OZ eZ EZ tE OZ 61 St Ll 9t St it CI Et 1.1, 01. 6 8 L 9 G fi F..: Z I viv4 0 1111111PIAPhill 1111111 1 Itql1111 11011111 11114111 111111111 01j1111111111111 l 111111111 dill! IIII 1 IIIIIIIIIIIIIIIIIIiild11111 '',.°- ..'" -A , . ". ,.,'..," ...,,,,,, . , €.' ; °N ' , ..,•1? - ,,,, ^t0 ". V ". .,,,•••,, ' ',''•>'" ,•"•• - It ". ", , - , _ - .1.,, . , , . i .,. ' , ' ' , "•.=-.; . 1, ' ' ' , • • ••'. ' . '••- :• , • '' - '1•-V:•• "". ,,; ' ,.'1''. . :' .i ' , A ? • "r •• " ' :! 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DETAIL FULL SIZE K,L\ c-SON - 700 DETAIL FULL SIZE . • a a...;;%1 1.2: J :4i:a a Aratgei FACILITIES DEPARTMENT • AMA/ A IANISOWAr AN/ uramormsorminmerrobromeanommounes • • - • , — ' 0 ' • DETAIL t fa.‘ • ‘f ;;11.',.;5;‘, e 111111 1111111111111111 11111111111111 IIFii 11111 11 111111 111;1N1 wit 1will II 0 1111411pr' 16 THS INCH 1 2 3 4 5 6 7 7 DETAIL SCALE 1 = 1'0" DETAIL 1/27=1 AUBURN, WA. 98002 El EVERETT, WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 RENTON, WA. 98055 SEATTLE, WA. 98124 I III 31111111 1 111111111 111111 8 10 11 NWE C 12 II . i ROTE: If the microfilmed document is less clear than this , notice, it is due to the quality of th t. rpriginal document. aANY5 L.z.vA exAc- .51Z- 5 A Loc AL ALL r.XPOsE2 a • gcure_. J 1 L Sc-fe ezvos 0 "Ia.^ • • • , - 4116111166.11111 1 1111111011110111111r •ornetwaranserr Pubc.e. s' '7 I 61104011.11 z 1 v r , . 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G -1 TS -1 TS -2 TS -3 TS-4 0 -1 C -1 C -2 C -3 C-4 C -5 C -6 All -1 M -2 M -3 M -4 M -5 L -1 L -2 L -3 L-4 E -1 E -2 FILE COPY I understand That the Plan Check approvals are subject to errors and omissions and approval of plans does not authortze the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. Permit No COVER SHEET TOPOGRAPHICAL SURVEY TOPOGRAPHICAL SURVEY TOPOGRAPHICAL SURVEY TOPOGRAPHICAL SURVEY DEMOLITION DRAINAGE, GRADING, PAVING & LAYOUT DRAINAGE, GRADING, PAVING & LAYOUT DRAINAGE, GRADING, PAVING & LAYOUT DRAINAGE, GRADING, PAVING & LAYOUT DETAILS DETAILS IRRIGATION IRRIGATION IRRIGATION IRRIGATION IRRIGATION PLANTING PLANTING PLANTING PLANTING LIGHTING & ELECTRICAL PLAN LIGHTING & ELECTRICAL PLAN CITY OF TUKWILA APPROVED •MC'TR 2 f> AS NOTED BUILDING DIVISION DRAWING INDEX CODE S COVER SHEET WATERFRONT PARK B.M.A. I DEVELOPMENTAL CENTER DCA PLAN KEY Val HA 401 6: Ot iLab4V3 rill "Rum Alevel6 :: $ ift•ab•vi is not Maul 44 `ht 4sizisa 23 b CAMP li altiket 4*. 41%. . be. Cottertficskeit tV VigabUtsreeiVeiNid WA. DRAWING NO. N1400 109 -000 - 1161 -G1 1 109 -000.1 161 -TS1 1 109 -000 - 1161 -TS2 1 109- 000. 1161 -TS3 1 109- 000. 1161 -TS4 1 109 - 000. 1161 -D1 1 109- 000 - 1161 -C1 1 109 "000- 1161 -C2 1 109 - 000 - 1161 -C3 1 109. 000. 1161 -C4 1 109- 000 - 1161 -05 1 109 -000 - 1161 -C6 1 109 - 000.1161 -AA1 1 109- 000 - 1161 -M2 1 i09- 000. 1161 -M3 1 109. 000 - 1161 -M4 1 109-000-1161-M5 1 109- 000 - 1161 -L1 1 109 - 000 - 1161 -L2 1 109 -000- 1161 -L3 1 109- 000.1161 -L4 1 109 - 000 - 2070 -E1 1 109 -000- 2070 -E2 1 10 -1 -90 10.1 -90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 =90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 -90 r 10 - 1 -90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 -90 10 -1 -90 , 10 - -90 SHEET G 1 DATE 0 t8 THS INCH 1 IIIIII1111111111P)1III11 1IIIJ111111111I11p1IIliIlIIIIIII1CIIjII1 2 ! 3 4 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of theprig;+.ial document. 1111111 ,) IIIIIIIIIIIIIIIIILIIIII111111 `IIIII1111111 9 10 11 MAD€INOERW44Y 12 0 0€ Z �iZ 1Z 4 71 CI Zl 11 O1, G C Z ww 6 8 L 9 h t 6Z 8G I1 L I Z 9L G CZ Ze OZ 61 RI LI 91 91 . - I I .1 I IIII►IIIIIIIIIIIIIJIIII iIIIIIIIiIIIIIIIIII IIIIi III IIIIIIIIIIu �Illi' IIII�I�IIIIIIIIIIIIII11111111I1!( II1i lIIIIIIIIIIIIIIIII1111I111b1IIIIIIIIIIIIIilllll I I I I ; III 1lIIIIIIIIIIIIIIIIIII! Ill IIIIIIIfIIIiIII IIIIIIIIIII IIIIIII�I IIiIIlL�IIiIiIIIIIIIIIIIIiIIiIIIJII�III�IIiiiIIIIIIIIIIIIiIIII !lIIIIIII ANIL 8 i /44 "9 / OZ. 2. DO ONO 407r, %%Ey. 7/83 APPROVED DATE /.57:.4.C. 104 G,�`'. AfFACCEZAW FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 C] :ENT, WA. 98031 PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 SEATTLE, WA. 98124 ACOEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE HOP Existing spot elevation ,- .%tll' Existing contour EICE Catch basin Lam- Metal light » - - - xxExisting 7' high chainlink security fence Existing fire hydrant Existing junction box NOTE: TOPOGRAPHICAL INFORMATION SHOWN IS FROM D.C.A. 640 BUILDING AREA, SHEET 7, JOB NO. 834002.5. ' pole & luminaire SUBTITLE T :TLE elevation CITY Of TCUKWILA PPROVED AS NOTED B )ILDING DIV06 WATERFRONT. PARK B.M.A. I DEVELOPMENTAL CENTER DCA (ITV OFTtJK RECEIVED JAN 16 MI PERMITOENTER BENCH IVIAI IS CS 176. ELEVATION 19 110.31. SEE SHEET TS -3. AREA 1 • b00 r ,000 SHEET SYMBOL N1O itr Liu Zia wk. /0-w ..77M14 au t �.�.X j . r ; 4i { • ! •�; � a^�. =:yy ..:� `` ' `._ti. y '`"a)t? I t.1 � c j: 1111111111111111111111111111111111111111111,41,1111111111111111111 .'I .; ( 111111 II 1111 (I III . I 1 111111111111111 III1L1i111L1'Ii 1 11 111111111 1IlII1i L1 1iI11111IIi1I'I(i11111'.;. I 9 10 11 wm w GERMANY 12 0 'IS THS INCH 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this ' notice, it is due to the quality of the original document, OC 6Z GC Le 9Z 5Z 1 7Z £Z ZZ lZ OZ 6l IiilI! II I lllIIiiiI IIIIIiiiIInIiIiiii I IIIniI III I iiiI lllll! III Iilllul z. y .. 91 Gl I 9L SI hl £L Zl ll Ol l I IIIILIi lilllllilll�lfIIIIIIIII!! IIII! IIIIIIIIIIIIIIIIIIIiIiIIIIIIICIIIIIIIIIIiIilllllll l�IIIIIIIIII111111111 t "' .y-• fir" ''p 9 s +1 C z I t W W IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIiiIIIIIIiiii liitIiiiillllllliillllllIiIII� MATCHLINE: SEE SHEET TS • 2 AMOMMINIRIMMIIMIBMININIIIMIHMIaBrITIMIaka SONOTsromptsr y PLAN KEY I vrc v z ti t Rico rr I- 0 I- T S 0 3 ra 0 I 00 •010 4e7` REV. 7/63 N1100 N1000 SYM REVISION r. ser . 4 I' ,t i MA' /76 • DATE MAT'QHLINE: SEE SHEET TS-3 MATCHLINE SEE SHEET TS -1 C7 AUBURN, WA. 98002 O EVERETT, WA. 98201 £: KENT, WA. 98031 I� PORTLAND, OR. 97220 O RENTON, WA. 98055 al SEATTLE, WA. 98124 APPROVED BY ACCEPTABILITY THIS DESIGN AND /Ord SPECIFICATION IS APPROVED DRAWN BY CITY or 'i JKWIIA APPRt'JEI MAR 2 6 AS NOT: D BUILDING DVISION I SUBTITLE TITLE I0?P Existing spot elevation Existing contour e'evation L7 C.13 Catch basin Y Metal light pole & luminaire x-. x xistino :.. chainlink security fence 0 NH Existing manhole BENCH MARK IS CB 176. ELEvA'r iON;. IS 110.31. SEE SHEET T5.3. NOTE: TOPOGRAPHICAL INFORMATION IS FROM D.C.A. 640 BUILDING AREA, SHEETS 3 AND 7, JOB NO. 834002.5. . PLAN KEY . N1100 5Sua p PERM 1r'S LAST REVISION SYMBOL SCALE: 1 10' JIIIJ I�IIIIIJI�III�III�IJIpi ipIII�IjI�III�h a�'1�1�III 16 THE INCH 1 2 3 Il1 111 Ili 1 1 II( I I II II ''I III II 1111111111111 11111 111 I ( 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 0c 6L 8G LZ 9Z S III I Z tiZ CZ ZZ IF OZ 61 8t LL 9t St t £t Zl ll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIII III IIIIIII I!II III it {IIIIIIi lllllliiiII IIIIIIII IIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i,:.. .. .. ... f� .. � 1 . .�. TYY`?F =� r .5'f' ,•� i`�k .. � t � '?'3'.i✓h Wf t IIl1IIIIl$IIIII IIIIIIII1(I1IIII`II�lIlliI 11111 10 11 " N m 12 8 L 9 G 4 7 C Z L Pm 0 Illlllll! IIl LIIIIIIIIIIItII) IIIIIIIIIIIIIilllnllllilllin ► ✓ <:et�K�i 1G4� 0.`C? ..1.`,'N.rl. r.+''. J` ��:SY.` -�F: C }_ ?,lCi' ir°)� a..r.: a.:; T r. N 0 m cr N m OO OOpO 411711 REV, 7/S3 /e "kM C(/ ISSug P*(2,12 Peemirs REVISION r`a :.rr.. x5s r 'Fi+?4'i4.,?f��iY!'>wC....ia t orv�'!. 66�.'Y7Yy"� yi't.7.::; i^.r✓'+.k. - LS+`s _... - :...:" IIIIIIIIIIIIIIIIII1III1IIIIIII1IIIIIIIIIIIE ;I,1!-1fJ IIIIIIIIII 111I111j 0 16 THS INCH 1 2 3 4 CHECKED APPPIOVED SUBTITLE TITLE TOPOGRAPHIC SURVEY WATERFRONT PARK B.M.A. / DEVELOPMENTAL CENTER SYMBOL APPROVED MATCHL(NE SEE SHEET' TS-2 0 AUBURN, WA. 98002 E EVERETT, WA. 95201 (D KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 • SEATTLE, WA. 981 24 NOTE: If the microfi Jed document is less clear notice, it is due to the quality of the original I I 8 than this document. ACCEPTABILITY THIS DESIGN AND/OR 5.14ICKE0 SPECIFICATION Is APPROVED .. 111111 I IIIIII1IIIIII1IIIIIlIIIIIII IIIIIII1IIIIII 9 10 11 MADEPN6ER,"Y 12 OC 6Z eG SZ 4 7Z CZ ZZ IZ 0Z 61 Al Ll 9l GI 4 71. CI Zl U 01• 6 8 L 9 S C Z I " O ..., L I Z 9Z illil 1 � , IIIII�IIIIIIIII�III( �I!! IIIIII, IIII�III! IIIII�IifnllllIii, I. I, II�, iiililii( iiiilii�ll!! lIIl1! il! Iiiliinliiiilll! Illilillli !In�llf!iillllillillliiiili!iI �! I i I [ I II II{I II I IIIIIIIIIIIIIflllllilillll !I!illl Iii! VIII( lllll llliiliiiilf! iiliniliifiliiu .fnil!ufliiffiiiin OWN BY CITY OF TUKWILA APPROVED MAR 26 19 ; . AS NOTED It1140. N1300 N1200 SCALE; 1" 10 PLAN KEY Existing Features_Lecaend HOP Existing spot elevation Existing contour' elevation n CB Catch basin x- ---x - xExisting 7' high chainlink security fence BENCH MARK IS CB 176. ELEVATION .IS 110.31. NOTE: TOPOGRAPHICAL INFORMATION IS FROM D.C.A. 640 BUILDING AREA, SHEET 3, JOB NO. 834002.5. 0 cf- Pr 00 6000 men MN. 713 Ni 500. I N1400 REVISION •MINIC4•ZUMMO••••••■•.;........ 5 feee 145140 P PoRm ir5 /e/Wir t/Ilege 4::Z',9 -- /1 FiEwsioN C45 3 to` NN ae>54- (f\ \ 111111111111 1111111111111111111111111 11111111MIErn' 1111111•111 • IIN MIN APPROVED APPROVED rn n -4 \\ • DATE' ■•••■■■-■- 01••=6141111 0 6 0 INSIBIIIM1,11111111101MINISIMMINS MATCHLINE: SEE SHEET TS-3 FACILITIES DEPARTMENT O o 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 'EJ PORTLAND, OR. 97220 0 RENTON, WA. 98055 SEATTLE, WA. 98124 . •■••■•■••■■■.....24■■■•■■■• /4/1/77/1/& /E.-Ae-4A/ 17 9 OX/67: i _.,..... a:AVG. it/Ae.de- ---# Pe..461A/ri ti OX. CONC. Ala7/. ,X/f.37 CO/PC. WAAe-1 N1500 )(/'•677/t/&, g 6:40:23 rn SCALE: 1" = 10' CITY OF TUKWILA APPROVED MAR 2t) 1 AS NOTED BUILDING DIVISION! OATE SUBTaLF TITLE fxisting n 'OP Existing spot elevation --Hi Existing contour elevation For Agency Review • BENCH MARK IS C$ 176. ELEVATION1 IS 110.31. SEE SHEET TS.3. ACCEPTABILITY, THIS DESIGN ANDIOR SPECIFICATION IS APPrIOVED DEPT. CHECKED 1111111111 APPROVED 11111111. APPROVED DCA co Catch basin s 7' high chainlink security fence NOTE: TOPOGRAPHICAL INFORMATION :S. FROM D.C.A. 640 BUILDING AREA, SFIETS 3 AND 6, JOB NO. 834002.5. TOPOGRAPHIC SURVEY WATERFRONT PARK AREA 4 BMA / DEVELOPMENTAL CENTER PLAN KEY • • W 1146;10i • 0 41100 m1004 . • RECEIVED CITY OF TUKVVILA . tNI PERMITCENTER OF ,1651,46 FOP" pJ4 irs LAST REVISION SHEAT__ af NO 6 • 0 0 JO NO. - 900342 /52804 DWG N° 109-000-1181-TS4 , • ; I . - 5 , • _ „ 1 111 1 111 1 111 1 111 1 111 1 111 1 111 1 11 r 1l l 11 1 111 1 1 1 I II I I 1 111 1 11 1 111 1 111 1 111 1 111 1 W 111 0 16TH " NCH 2 3 4 5 6 7 8 9 ! 10 11 MADE IN GERMANY 12 NOTE: if the microfilmed document is less clear than this notice, At is due to the quality of the original document. , , , 0€ 6Z 9Z GZ 9Z GZ #73 CZ ZZ L OZ 61 9 L.! 91 GL 4 71 Cl ZI LL 01, 6 9 t e Z rl • . • . • . ' • . . rr rn 0 Gr r EXIST. CONC. WALK 0€ 6Z 8G L 9Z 9Z . UIIf!!IIIIII Il IUhli)I!!!II!I!IIIIIII11ltIl III1IIIII1I1111111I1 1111IIII 111IIIL11111I "IL`• 4 NOTE: If the notice, it is 0 ,a THS INCH 2 1 3 hZ £Z ZZ LZ 0? 61. 8I II !IIlI1 1 II II nilill! !! llll !!I!IIlls +,.: "'�r; r.��4�f. %�.} :�nr.... f J�'`rFrv."�,,f`�'`3'F y fS��;F�t��' �Sx� •L � I. I:I.,,II 1I1I1I111`ILI.i1lli,l+ Illl � I LL . 5 6 7 8 microfilmed document is less clear than this due to the quality of the original document. aI 91 9I ; Cl Z II 06 6 1 I II! IIII IIIIIIIIIIIIIIIiIIIIIlI)lil�lll liii I! I I( I111 i11l111111II JIIII1III1111IIIIIIII!Ii ,,,. ,�:4+�s. � s.l s'�.a �= `C��?.r� - � �a�vYY''�;fif s .�`�?'� 5`,G� �.�,S..R."'�..v �2�t'r .'�'•`_, �. L' Lli ir lII1I111Il11III IIIIIIIII(II1II(,I IIIIIII) 9 10 11 woos 12 CONC. BULKHEAD --v.-1 WATERFRONT PARK B.M.A./ DEVELOPMENTAL CENTER DCA 781 Joe NO. OWG NO " 109 - 0001161 -D1 . A L -w'` , IZ..rleall. f D77 f Fit / x5%k57Sel 7D r 7 ai E700 ,clX.4T • PAIN. /. 15 7Z' iv sire, E600 67(/77: et R , 7- ra RE"M.4/A4 5em Ft' N1 7`C�Ff/EX 7p REkrAlAi. E800 z 0 0 I.FIi's.f}G.+c3 k'3w ii 44"frk.4 New improvements Legend NOTES: ..-t armerataraorerr "WOW mgrAC.- itne; 11/4// /A/4 1 eai: f•CbTwa3. — z S Limits ' of paving 6" ± and crushed rock base 6" j to be removed. Sawcut all PP avin 'existing paving J to be removed. For all other appurtenances to be removed, � ne paving removal limits are not specifically sawcut existing paving sufficient distance outside to avoid cracking or tearing of surrounding paving. In the event paving ' is damaged outside the sawcut, sawcut and remove the damaged paving' as well. Contractor must maintain security perimeter throughout construction. Whenever existing security perimeter is penetrated, temporary security fencing must be provided in the interim. (Temporary fence must have 2 strands of barbed wire and double clamps). (Fence by S.C.S. or approved equal.) Salvage all existing metal trespassing signs (7 total) (on security fence to be removed). Fasten trespassing signs to inside of temporary and new permanent fencing with plastic ties Coordinate with Construction Manager. REVISION z 0 O 0 - ,+(/sr /rl /ce &?17 /4 c). G. /.45. c. A //091 %f/,7W REMOVE 4u.7'/ FACILITIES DEPARTMENT z 0 0 Td /'z' WI4/,its .Fx /.5774/&* .7A7,e7/aN/ //194/.. MASA& AL F.ENCF/ DU wA M ISH —EIZE 4F A. !. PAS/ //v' CH 178_ RIVER 1\1,2 z 0 0 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 z J A 0 0 YfP��F.t.tiiidilk'y5 EXIST. CURB RE,NA/m EXIST. MOWSTRIP TO ArEil✓l,4'i/ ► 1,.1. x =,F ^ ' r "O ' 4" 1....-' A =. t.%) Lar • . .7) ' I f f ` E - 4 : . . - r a r ) TH `aat(' -me, r te ' ! W ' I ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED z 0 0 CONC. WALK G%9.4/N1 CITY OF TIJKWILA APPROVED MAR 26 _;!:. 1 AS 1101ED BUILDING DIV SUBTITL z rn 0 0 ,ecmOVE C.6. 331 , M , PLI» OUT 4675 /' /F%k(/ /C�ivCdeere 7l g - 1(4AIA/. ECU,g'iry , —Ii/c6" & T e • NE 7 ,EEM4 /A /. REOGVE A. C. FAY/A& 7r� tj,cM t/D 6/L / , Co Vo z O 0) SCALE: 1" = 30' STATE OF WASHINGTON REGISTERED LA Iyt AI r icGkd11 FELT I<%'r./!.I E. 1 G' : COWeleral . DEE.$ CERTIFICATE No. 209 i Q r) 0 co m N100 TREg GRATE, ...... ........ 93 00 NM 4015 AE V. 7033 - TRENCH DAMN G�'',' #/ 20 CONC. BORDER AT R N 800 REVISION • REVISION /1?diTZq New A. e pAi ///G TGo)e roG' - MATCHLINE THIS SHEET [: AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 EJ KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE, WA. 98124 APPROVED EELC 1170.11 TYPE E CURB SUBTITLE WSTRIP /447c// me/r/,Q. C. PAV /4/l >, /,ea/ //1/ PA/ T Oar x 7 X. /P. IPA4Yl' 1 /9,446D/64, .syNale. CONC. MOWSTRIP C -6 ,'f,7 ,1'/1/A.C. /,4k/ � tom/ XisTiri PAVER MOWSTRIP C 6 7G7-/ T D t/e1i Raf.7 /"' 4 7. MV-G' OP Existing spot elevation -- - -4 "Existing contour elevation I:3 CO Catch basin -4- Metal light pole & luminaire x YExisting 7' high chainlink security tf Existing fire hydrant ® Existing junction box MATCHL{N THIS SHEET ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE rows CHECKED �3. �e— DATE TITLE ._- .. WATERFRONT PARK B.M.A. / DEVELOPMENTAL CENTER DMA E tticenterLineCoordinat olnt N E ' • 850 549 20 875 541 203 875 538.25 204 ` 900 541.75 205 25 551 206 9 532 207 92 528.75 208 950 529 209 975 210 1000 5944, 4 gxistIrtp; features Leaen New I rgvger its Legend PLAN KEY PAVER GARDEN PATH f.4vL'A' 67 b ter' T 4fle.,�l- 'G'erf/G. DRAINAGE, GRADING, PAVING & LAYOUT Notes: 1. Stake centerline on paths and mowstrips for approval prior to - installing base course. 2. See speedlcation appendix for proposed curb layout along west side of park and 9 -12 Building. ,✓ HQRPZONTAL CQNTROL See specification appendix for ayout plan, coordinate points, and calculate coordinates for the parking lot curb lines. ` 9oordinate points are provided for the moms ants in East Marginal Way. Horizontal cooed point is brass disk at. centerline of East,idfarginal Way and South 93rd Place. ' Brass disk at centerline of East Marginal Way and South 93rd Place, -Elevation 115.46 (see Appendix for coy rdinate of control point). fence SHEET JOB NO Point N E 301 908.5 5 302 900 58 303 875 575 304 850 597 305 850 410 306 863.5 625 Coordinate point for path or mowstrip center line Construction joint Expansion joint A.C. paving (callouts refer to•depths of a.c. paving and base course) Architectural concre : [saving Concrete paving A Turfstone paving RECEIVED CITY OF TUKWILA JAN 1 6 1981 PERMITCENTER LAST REVISION �.-Ji2 'New contour elevation -+ High point along berm N.P poin L._�RSLt.. e1eY t1 _ Spot elevation ( .N 9€ 0 rig Top of wall elevat = PVC storm sewer pipe ZaB� ALVIN O DE p CVO IFICATE Na. 209 /1/41e-44 .C. F34 1/// lti /k/7 /.S SCALE: 1" = 10' SYMBOL 900342 /52 - 04 - si•;.;' • II I II _I . I I,I I I I I .I „ I I I I I I.I / I I I (III ( 0 16THSINCH 1 2 3 I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . III I 4 5 $ NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 0E 6Z 8C LE 9Z 5Z hZ eZ ZZ lZ OZ 6L 8l .l it 9L 91, lI l It Z.1. Ll pi, 6 8 L 9 5 �i C Z l YIN 0 1I1111111111111111lllllllll1111 1i111111111111111 1IIII11111111111IIIIII11 111111111111111 111111 111111 IIIII1111111111Illlllllliilllll1111IIIIIIII111111111111 ll I 1 I 1 ` IIIII1IIIIIIIi IIllllll IIlIII1 I lJll 1 1 I IIlIII IL� IIIIIIIIIIIII 111111111111lIIIIIII 1 IiI,,l.11lll1111 111111 IIIIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIII 9 10 11 C1N8ERMA” 12 .__...+.,:•tin i.:iVf /.•.�Bn Yi.a::w✓AWiry rri:+wFrC - wi:G. r w CONC BENCH TIME1ERFORM 2028-6 CONC. PAVER SEATING AREA PAVER MOWSTRIP A C PATH WITH TURFSTONE SEAT WALL TREE GRATE REVISION • • 1 • • • • • s DATE APPROVED /Ps'7;;Ce./v.ex/e./z7&'...e.del.zy 7-2f,crive ,4z2A //i/k* 4( /az- /iv ,t.ff7.' 7 :144 04Z .15 Ne14/ / / 4 ' 2 ' ) illiblifitateMINZWIROIONOWS1010 rvIATCHLINE. SEE SHEET Q--f a/AUBURN, WA. 98002 • 0 EVERETT', WA. 98201 0 KENT, WA. 98031 0 PORTLAND, OR. 97220 0 RENTON, WA. 98055 SEATTLE, WA. 98124 941 ti AVER GA EN PATH _LWATeltTOPe PAI/N With' ra=vp Ao.)Ae6Aireave • P4V/A/*• ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED *iv orweeienfeene SONAKUMMItill4644110111**1006WONWINNIIN /Pepe-age SUBTITLE TITLE Eaths roint N E F11 1025 541.5 p12 1100 574.5 013 1132.5 600 p14 1150 613.75 p15 1175 626.75 p16 1200 636 Point N • E 07 1025 579.75 3: 1100 575 30$ 1132.5 573.5 310 1150 589.75 311 N. 1175 600 312 , 00 601.25 gxlstirmfeatures Legend 110 spot elevation -Alt Existing contour elevation 000 Catch basin -(:)- Metal light pole & lurnina:re x 7' high chainlink securky fence New jmprovemplits Le_gcnd New contour elevation --+ High point along berm -rh High point spot elevation -- //2112 - Spot elevation Top • wall elevation matimmic PVC storm sewer pipe 24* () Coordinate point for path O• Construction joint 0.J': Expansion joint Notes: ble7a DEPRESSED CURB TYPE E CURB DRAINArzE, GRADING, PAtv"INC- & LAYrtUT A.C. pavingjcallouts refer to depths of a.c. paving and base course) N11 00 Architectural concre paving Concrete paving Turfstone paving . 1. Stake centerline on paths and Mowstrips for approval prior to instaliing base course. 2. See specification appendix for proposed Curb layout along west side of park and at 9-12 Building. p S l e a e ce. specificati n appendix plan, ' coordinate point, and caicula the,parking lot barb lines. Co t are provided for the monuments in Eas a Way. Horizontal control point is brass disk at centerline of.Eat Marginal Way and South 93 BENCH MARK . • Brass disk at centerline - of East Marginal Way and South 93rd Place, Elevation 115.46 (see 7 1* -- ' — Appendix for coordinate of control point). , PA-P/Ae;/V ; Peeing _d_o_tur,44ual, ,King. County Aerittr rnv& Survey • datum plus 100:17. r ---/f4rizw7=7aPra4/errire41/6 74 at-i.<? A4wA.45: - . STATE OF WASHINGTON gclis E. III E. 0 - GAPE t ITECT iz Hm ,NIF . : itr L N :. D • IC) IC) CERTIFICATE No'. 206 1 e - •113:.• • - JOB NO LAST REVISION SHEET RECEIVED CITY OF TUKWILA JAN 16 • i9W PERMIT SCALE: 1" = 1 SYMBOl. DATE e?.'Y yre, n'kseitAre 4==k%trw. ey4,./frolfzey< 6 mA 7,41/.44:(6 Actiaerola 4,1axt . rffe/i/PNYZ. C4 T ) ; CONC. SEA 7 0. ' " *.". -41% , , "1, r et•TWLINPi ti•an•gifetZi, frA”..*4 ; , , 1 0 1 6 71 16 INCH 2 ' 3 4 II 111111111111111111111111111111111111111111111111 I'll 1111111 III I 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. oc 6Z 84 LZ 9Z GF t' CZ ZZ IZ 0? 61 81 GI 9'. GI oil CI Z I II. C)I, 6 9 G 9 • - , • ,- , = • , • ' . . 1111111111111111111111 9 10 111111111111111111 11 uham.E...- 12 Q 9 4 1 L VI b 1 2'. • - • .‘ . , ■ • , . • . . , . . 1 , , • . , . . , , . ... , - ' " .. , . , , . . , . ■ • , . , • 1 , , . . , . . , . . , . . • , . ■ I . . , " I , • , • 0 0 us /N6711.4 e./1") eave-ic .rA,5va cob,zit fr1frf 4/01t/ IcriA//6/41 = ; OX/57: 7 /491 \ ) 4 /oleiff*//edgc) I if ir /41/ /4o. 4/041///W //V . (, I I tt -*/ I 1 1 1 A C. I T BENCH TIMBERFORM gaii5-60 .AIN / 7 RY APPROVED DATE SYM /./p//e. //b. ' e6 /74 DEPRESS D CUR 0 SIMILAR . . NO7S 0A7V110e0P 14/271/ • re OP 405PAP-6 . ei'vegote.Pbei.27, MINMINFINNO001100200000101ft0M0109000101 BENCH TIMSERFORM 2140•43 PAVER MOW STRIP (TYPE 1). .. /D9. • /4/g 694r /OZ E T.-Cia 3 .44/ arg ./4/ 41/I! ‘,4/7 76 ( P: ,4gt e; p a.hrees.. NEW CB. (TYPE 1) de //4 41/1/ De/r MATCHLINE: SEE SHEET C-2 O AUBURN, WA. 98002 : EVERETT, WA. 98201 O KENT, WA. 98031 • PORTLAND, OR. 97220 El RENTON, WA. 98055 U SEATTLE, WA. 98124 Point . N 217 1225 218 - 1250 219 1275 220 1300. 221 • 1325 222 1350 223 1375 Point 313 314 315 316 317 318 319 N 1225 1250 1275 1294 1300 1325 1350 CITY OF IOWA:RA APPROVED Ilirkrz 2r; 1; AS NW ED 641 638.5 832.5 624.5 620 619.25 622 599 598 606 622 630 644 645 648 663 BtlILDP).0 DiViStrw N 300 HOP Existing spot elevation -AV Existing contour elevation El CO Catch basin —xExisting 7' high chainlink security fence _ contour elevation High point along ben - fs - 77TV:e High point spot elevation Spot elevatibn Inaln---- Concrete storm pipe HORIZONTAL CONTROL See specification appendix for layout plah, , coordinate points, and calculated coordinates for the parking lot curb lines. Coordinate points are provided for the monuments in East \ Marginal Way. Horizontal control point is \ brass disk at centerline of East Marginal Way and South 93rd Place. ENCH MARK Brass disk at centerline of East Marginal Way and 'South 93rd Place, Elevation 115.46 (see Appendix for coordinate of control point). Boeing datum equal King County Aerial Survey datum plus 100.17% PLAN KEY RECEIVED CITYOFTIJKINILA JAN . 1 ti PERNICENTER SHEET Nit., 1000 wargausiw PVC storm sewer pipe 2.40C) Coordinate point for path or mowstrip center line A.C. paving (callouts refer to depths of a.c. paving and • base course) . paving 1. Stake centerline on paths and rnovvstrips for approval prior to installing base course. 2. See specification appendix for proposed curb layout along west side of park and at 9-12 Building. STAI WASI1INGTON, REOI'S raftED a LAN t •.- . Ant CCT ! 1 /SUE OZ Pe Val 1T4 ACCEPTABILITY THIS DESIGN AND;OR SPECIFICATION IS APPROVED DEPT. CHECKED 40.1 APPROVED SUBTITLE DRAINAGE;GRADINGPAVING & LAYOUT TITLE • WATERFRONT PARK / DEVELOPMENTAL CENTER DCA AREA 3 10-1-qo . • 144 „ 1 1 1 I 1 1 1 111111111 1 1 11 11j:1 .111111111 1 I 1 1 1 11111 1 1111 II pill 111 I 11 111111111 11 1 0 16 THS INCH 1 2 : 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this , notice, it is due to the quality of the original document. 06 63 3e LZ 9Z GZ i7Z CZ ZZ Le oz 61 91 Ll 91 GL +, CL L 11. ( 6 1 , • It 1111111 1111111111 I 1.11111111111 9 10 •1 MADE 18 R NIA411 12 I L. 9 S C Z.; t T'r 11111111 11 11 1111 10 1 11 11 1 .11H11 1 111111111111111111111111111111111111111111111111 • IIIIMIRMINIWINIIMONINNOMasigelialia911W01141:11111W - 00 €.000 4075 EV 7/83 SECURITY FENCE PAVER SE SIMILA 4. 0 0 0 • • IVIATCHLINE: SEE SHE,E-T0 AfilWaFi FACILITIES DEPAFITIV1ENT APPROVED DATE *7579 E CURB ... ..... ..................... .......... siUvp A.C. PATH • PAV A MOWSTRIP 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 O KENT, WA. • 98031 O PORTLAND, OR 97220 O RENTON, WA. 98055 SEATTLE., WA. 98124 . I .. - r - A157 - 7,e kve6re a‹ /.4+1/4). rn 4 1400 0 THIS ;;;S;:: SPECIFICATION IS APPROVE) APPROvID OY DEPT. DATE (.1 227 1450 228 1458.5 229 146'Z.25 230 1462,75 231 • 1475 232 1475 233 1500 234 1 235 1550 236 1575 237 1582.5 238 1583 239 1675.5 240 1550 241 1525 242 1500 T»9f eZeie...63 A-44 re.// 74/& NE CB (TYPE 1) ' 440 14TAL,4 6M L101/40:- 4W M/ /06. S.. /frV .oar AePr-ay. /06_1_ NEW CB (TYPE 1) .ta;471.0,4/ 6e/c2r/4/ /5 Aie3e'ReaVifrA4r. 4rox/77,t& i-evowairAleit/ 64x,t5L/A/ ?-Zed- r /4 0 ,c5X 6)P-04C,0.. AVY. 04er /.07. CHECKED 678.5 700 725 750 677.5 680.5 674.25 668.25 666.75 68.75 700 725 700 723.5 715.5 697 CITY OF TUKWILA A PPR OVED MAR 2 11 AS NOTED BuiLDIK DivisioN DATE SUBTITLE eiVOca 90 TITLE Point 322 323 324 325 326 327 328 349 base cb`urse) 110P Existing spot elevation ---1 contour elevation 1 2 co Catch basin A 7' high chairilink security fonce I0i c3onnttousrpoet elevation P larnammia.= PVC storm sewer pipe 2445 Coordinate point for path or mowstrip center line A.C. paving (callouts refer to depths of a.c. paving and Notes: 1. Stake centerline on paths and mowstrips for approval prior to installing base course. 2. See specification appendix for proposed curb layout along west side of park and at 9-12 Winding. HORIZONTAL CONTROL See specification appendix for layout plan, coordinate points, and calculated coordinates for the parking lot obi)) lines. Coordinate points are provided for the monuments in East Marginal Way. Horizontal control point is brass disk at centerline of East Marginal Way and South 93rd Place. l\BELCB Brass disk at centerline and South 93KI Place, Appendix for coordinate of East Marginal Way Elevation 115.46 (see of control point). King County Aerial 100.17'. PLAN KEY" RECEIVED CITY OF TUKWILA JAN 16 1SSi PERMITCENTER WATERFRONT PARK AREA 4 B.M.A. I. DEVELOPMENTAL CENTER DCA SHEET JOB NO. WASH STA TO N REGi ERED' f 4 ITECT 1 CAP • ' e,E if TE . Ni iag DRAWN BY i5 -SU,* FOR PER.r4 rr 10-1-q$ 900342 /52 04 109-0001161.C4: " ;'1,„ • " • 0 le THS INC" 2 3 1 1 1 1 1 1 I 1 1 11 I 1 1 1 1 Il I 1 I I 1 1 1 1 I 1 I 1 1 Il111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 11111 1 1 8 than this document. 4 5 6 7 4 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the original 0e 63 9e L3 93 G3 i73 CZ 33 I3 OZ 61. St •.1. 91 1 CI 3t Lk Q 6 0 L. 9 G C 3 Ply 0 IIIIIIIIII - ' II 11111 11111111111111111111111111111111111111111111 9 10 11 gAne IN GERIANY 12 10.0 . 111.011 . 1101 MINIMMIPOMMINIONINIMMIMP 4111114111MINIMIworissraser ,^".■ .ttkotiP..4t44Me , • ( 0 Sn CD .._._: nS3: t.,. ^ ,. }t fi '. r"i'. -.F: Jit/5,.. ✓ 1 ,n 2.,?' f . vetilIONVENIONSMANNIONSEIVRIMENOIMNIWINUMNII o. si 4671 nay. 7I$3 exownreemo 81// f 6 4`exo ale 4 /87411- I 4 — — �� -'Ltd• TYPE 45 INLET N • L/ '17 4/Yp Ate' law/15w .41. G • /,V T•4LG P4/h r:' ./t' ', . ',t' cio,,vr e•elg'?G.`TY/' . • eit50 Q/ nWvil r/Evs Ile/ a/.4 / . PLAN VIEW SECTION X C Ggc. D4rd��4GL ARCHITECTURAL CONCRETE SEATWALL RC H TE SCALE: 1" 1 a-0" REVtSIOa ' /vo .• "94/•i/7" / 4GG AfiS7,1 L sO/2 /.4(b/"? ' Ali47`e'- 416 / / 9`,/� act.ac.. PLAN VIEW I SCALE: 1/4r-1'-0 �• mod/ //140 -am/a. e4444,5 /• =, /,.47'4! h.. Tr *" 45 4 zZ" /47, �, eV' & / t'. oft 1704) &Z5- 777Z 5 Cer.1.40 sae.e 4v/L Aroie 4v 4 " '. grer7011001125 aP' P/rc. CONCRETE CURB SECTION AA DUMPSTER ENCLOSURE. Alert ',44/04/ N5 /at ' el 11443077/149 ,�4//.�w�Yl.'K�a� •E a/) i' c ' /' '0.�' /N,/4L.,G in/ C av,N FACILITIES DEPARTMENT Wow eregaz. • 2.;(1 5 MeSe.440 $r ro- ,r q , 41/'1 �•. '7l ,- A ' ` (0) hfesullici rPtii V OA. 7 ` . a re q ;% — 77P--44 6 %4 4 7 1 54/Pf ',e tai ii%eAlS'(.I `llJi ;e5 rr/Or,+ crWR/6 ¢ .r, I� . . #& ,4U- • //WA"- 4:0° vvD /A4 . 5 p Lax..447 1 //# // /X/ I.. 9x4t VepX d - �$ '• Pox '0/Pe . 4/011/ hePA:4/6/0A0 Cale. SCALE: 1" = aQTIoN Y-Y DUMPSTER ENCLOSURE SECTION SCALE 3/4'- 1 0d �• , ---- COMPACT O APPROVED SY DEPT. LAST REPO$ION ❑ AUBURN, WA. 98002 EVERETT, WA. .9820 F ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 SECTION B-B . Two 61,0 3 C'fr7 /A / ; /G " f 047.17f17 AE'-t✓ Lied •d,,t:' ',owe /1410 O AWN SY ACCEPTABILITY THIS DESIGN ANDtOR 0 SPECIFICATION IS APPROVED APPROVED CITY � ,PP MAR F3iJILi l � surdTITI A ' • j/8',x . wf° OBLIQUE VIEW WAN AVM; 1'tf I At1 No. 209 nE c y7 ,E vrP r- 'r',cwv r7e 4 - A 4P' 4 cor: eel:4 /.65 '1, eV'A 1*' 9 - //, LAI,P.4 7,0f9Avf.T ,bar, /-10-04 . 9fss /'� /A'7'o T/, < (G . Tom' 44 AN /t e,�T//, ?Z4,4t* flit/744W .'- P4 i '49C4'',4,C 70 iW >w r r.,•4.e 0" /Artfet e6 � mss. ,44FE Gam/ v0,�'Xy4 ;7. a CITY OF TUKWItA JAN 16 ii D WHEELCHAIR h l R E DETAILS For o WATERFRONT PARK B.M.A./DEVELOPMENTAL CENTER DWG NO DC A' 109 -000 - 116 - 1 -05 SHEET sTA rE o►= Nf 'A$ptI,'R; I O It r 152804 III III{III{I�I{III{I�II 111111 I III (III Q IR 7H! INCH 1 2 I i'L{ I(IIL {III�I;� {flI {IL {II {II {!II {I ' I iII{ I II gill 7 8 NOTE: If the microfilmed document is less clear than this notice, it 13 due to the quality of the original document. 9Z •7 £Z ZZ IZ OZ 6l 8t LL 9I Si 'L £I z l LI Q 6 8 ILIIIII111III(l1111 IIII1I II III�IlIiII !lillllItI!!! III! III! illllllllllllJ ll{ 111111�1111��illlllll1 lilIIIII! Ililll�l�llllliilllllllllllllllllllillllllllllllll . '.: f D r, •',+. � - t�!( � e `�?S ' r i*e, i3: ctJ - " ?✓. r . w.: "��'.. r.° -H'ri .. r& �;. 7. ^: 7Yr ..): ..,...� t;�, .,r.. - � - .r„ a�C .. ✓�'+.f c. ,7r' ?, J ,tx +,ck" MlFa�A'x.�., f, iitillilll �iItrII1 Ii t 11 1111111111 I.li{. ipoi g 11 MADE W OERMAHY 12 T tV 0 m m SYM C -1, 2 • . • .t i /.`11�•_ / /"T� 44 Tit ,Vo7 e : //w774 -0><R4 v50/1/1.evAl7_ Go/ /. 40R/way o,'fv //t/6 • JC> /A/T AL,6e 7" 5E PL W /•5/ 4e/5416 - * us BM 40711 •1 Ev. 7183 CONCRETE PAVING REVISION r / 17 Come 5C/,e ice' 4L4c re> c75. { g-.0"u/t/L �iziovot/G774WreK A.,V. ` • 41 ` #v 4- ' .1- ASPHALT PATH q "/%//N. "00)004.0.6waver �--• —t rE T tit'"--m //5f/ ..01 xc rA5, .) f °SeEC/// /G 40400/A•14T0 NTS 2 "ei. 4 €346d15‘41-1.' I 4 'c, e&WAp, ,e ,awma r©q • .....z e. / .eie 137,270,4/ a Cep- , rtSS� ... . /d" 77"s�t�_ OJ J. ro e,a 6a.06}04.0 � 95 f �°Yo. �,. //,4L,; /qwo rANP15 TDP/L- Nor 4$ - • 67 4, of /347W P41 AP1 7!/r4L "P4 ,Ie f2'r4.. /A/ cii'"iee'. �. ,4IVY PANAtefe TG /7W ,Q.ei94 /, SY 4 .e / /y: //1/6 /WO e . 4C/r& R 1, 4� 1). ,4, 45 . ,r'2 aYi2 Y Pri7 /, • �W>f' S dtW !ice Aron/6477'4W 2f P.e.o r, 7/a4 C il'> G- 7 x9' y2 ' -144/ f911/ Cm/6% /,4v7A/Ca c/W/T C. ', . 011/4 w e0/P. /6 /vorae 07, rry/.v , p 4M' f C_..49'P"I/'h477X A•L 2/T7// - ( " / .r /e: '). 4 9 Z be, a/7 (4. 4,C 'l7A/e t '1 c 5, OUP = ,4f'e L:OMt'�hG7 SIC / -1 it/e7 . ruv, Mvu /P '7 'S w/P7v/M 'r'1/, CONC. PAVER MOWSTRIP nfiti. SCALE: 1/2"=1'-0" 4i tra .• 1 7 : 1 :1r• — "'" 7' • p • • ° 9,� oce- X • $ X • A A' de) • [�1 X11111 1f l �IIU - "'11I11�". iiiiif , -"' ' Ile AWC T GRID o, X X ! • - 111 V...111111 ,A 1= 1 ! ! — ° 1 I 1 SAWCUT CONSTRUCTION JOINTS • I enal /#1 AGL 77/s rbfri4r6t#MPeg ®c441:0 4,'27, V// . /6" ' /G" r& p 1 PA1//M , l krr•• — 4N/Ce/7" eage k/,eU L2 meg. M /./ fWL7giz't - .t eatffi cr 95X, 64ivart ,ir cave eriavio /Al /-J/ /R, ovr ■/o /,trT' ogle /, p eee,c .m450 -- C(o/ -T suets D ry c .5% ,`DTI: ram> ocro s>,4r1 7. s.r05 // w,e,4n /tMX/ 1, ARCHITECTURAL CONCRETE PAVING 8 -„ os•$ ,m/ 0r`NelekO.°.ie . NTS - 6ee Ce//z.. Pete r. o�rv4rr 06? . ea. . / Z. Q - " Alair 7 ✓ravo u C /Os, "//i "5✓Lo . 41X/ ( /!o Kf ""kr 30 1 9 2.4/0 i 7A. G . i9 1741/l . Poles o1/'.�1; !/1. tae 6P0e.'' t , orieov .0. / �./�. -. .) ' A.6P, 44..7 I 6 '.' ce-e QQr,' ,e, a wr Aerry 05%. P4A/ i2 z 79j/D,•42,4 E -.�4 . very/ ealtnZOL. 0747 ,g41/tZ. r.� !/13.� 4 '. w CO/11946T 61. �J! 54cE To 96' . f>•6ciefA1-7, f/,4#Z, r;44 Poi ° /14 -4/, LW . / 1r// ' �v7.4 € c2Pr4T/`f, +e A><3 K4G. Mite 7v MAC: / c:J�/�"!. ", ,ti , ,� rs/J✓ a4 tt PArn 5.4 oe.epe ) B -' W'CEd7r/N6 r4.4/o 4 ‘ 0, 9r4 e..P 4iges4•s. /1/Gg o!/, s4Y 4T e . • OloMe. , 5 fire Ef -°.�. 4/T�977be / 4457: PF'e•- ✓1/7 - .4e, ✓/ 477D/i/ o *" k,,E61 7477&4' CDr L , ASPHALT PATH WITH TURFSTONE SCALE: 1/2"=1 /o =3 (i / s isunimm amoritt li • =.11 lim._ EP OE as MIMI 11111M1 IIIIMMMIllib IL4 jmois imagal nom u /g NeH CONC. PAVER SEATING AREA FACILITIES DEPARTMENT ...a.e..uossmo....o..00. t • frleif/15774/1=' /P •---� 7 ")(9''Xzge'g' Cj • PA,-�,V& 4!N/r'd,,e&,Y'/Af $o/vv • Pr.A4/ :flofi/N //5 0/,4Gs ' 7'J , 1" X ©lam 4 7 /1"b rqfe,0,4 f - A1/41/ /6 M:eA1.Ge'G ?°o Az.z..kewiteeivr OG all /zir? T /6J • eeiticH I. Its 70 is ', ,, P'01 - ° G3 ,,4Ti/v ./ 4 ///1/45 71/0r&P 0771.. ..1 .1.11 0/1/,--7.4714, • CCU Leger,, d&4 )c 4�/ '••�► A447 44erir 012 OrG' /4/67;f l.44770/Y /5 6.i 1 /GAie 7 ?> / /Q. NTS „ ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 D KENT, WA. 98031 PORTLAND, OR. 97220 ❑ R E NTO N, WA. 98055 SEATTLE, WA. 98124 0" 1 A 00..V1 LAI/ 1 /N /A11yl A%G u/Aw /z9 /rt . e4 - d' ,47; . (4) ..ereA ,e 77&( .4t%.4 /L 4 . Mee/ Z "p4 c2 ,te. , 41/ ,,- 419gele411ga2P77#4 f er4C,di OP 6.1 L29 £177 4" 111111. Nc 1 Q1 e r _ 95Z . I . /. T/1- _/__ 'L - I7L P 0 4�' 1 .exp, L.. /o/1/t/D /4/rAre. .', �.'O, . A/4, ,)CFA? ,7.6./,` 9402! 7L' .�.-G, ske .4,/awr 5 TREE GRATE/CONC. BORDER ARCHITECTURAL CONCRETE -- 4/ekt/ pora. 'O'A ,444LT p,EI,i1o• 7" lr g7, 3r /oNCeNr/eet- /vt_ . / wife verw rizia Co/ vPAcr 6'5 ro 95 /11O7 - p : �/ • A/ PL./ tzt c, : �T 7o .V' l/VG,� r 7/1/6 A.C. PAVING PATCH SCALE: 2 CHECKED $D& ENGR. CHECKED APPROVED APPROVED BY , . 1,2,3,' C.L. SECURITY FENCE ACCEPTABILITY DRAIMN s3 Y DATE 9• 2040 THIS DESIGN ANCHOR SPECIFICATION IS APPROVED 1--- e)(1/741:19 A CW /1/011/ Cale. , 17 //tom /4/e.:1- 442 //b/cL>, T "v7. 1e = AV z` Lime Pe;•57a dr/O --01,41 YJ Dom. SCAL.g; e, 3" = i CITY OF IJKWI A APPROVE MAR 2 AS NOTED E3I MLD NG Dtvgf ON I ' "740/als. / i/ eafficmcr N01 -: //tom=` /,4/ . I X14.-1M5O4/ (/rf/r•s Na C,0 g7' "7 9iY./ 'ac . f e Gez/G,eer" eve.D A`1 •" - r P4l/ // ' . . C -1,2,4 q.: A° • h • CONC., PAVER GARDEN PATH; SCALE: 1 1/2°' =1' -0' • NTS /0' a ,v,7W /!a "06 PC' CONCRETE MOV'JSTRlP ni ARCHITECTURAL 11' Aar . 011 A, . * G'19�i�'1f ',4Gy- BENCH /yore: 116.5Lee Aeh -4/f'AT/ 11/./f, /441ey'f34-77Y 77 ~Yt . 7V 6'.e:2&:4 /6" 4 • . RECEIVED CITY OF TtIKWItA %IAN 16 1991 PERMITCENTER 7x '9 K 2Ve► ",2M/4NA1/,� �flL/D e0/1/G. f !//A& e.o/v - 4hors lore, , ,e-da / f./& e1 R4770-e-/v. C. /. , ,6q - ,So4/27 ?,4/'4e g ,4' ccw;. i i ''raa' ;WA 777 7 cevitavr /.04-=e AID /T7!/ ` (2,47744P-Orow). / 54-100 ve1f/f/r . ( . "!e' /h / 4 161>r) ,P74//6 '7/ 1 ' 1 , ./ •I+v icterite ,4 d/A /L.46G /fir/. E4/ MAW-slam •4 /-- - 5 Ta - 200¢ N©TT : 640g T /A/& ; ; 5,47" //6 /*//T T /M elko & r,V:W — d 'M: 7E per n/v& e. °~ --7-- COMPACT 54' R ,t i SYMBOL JO NO. 900342 /52804 I ice' Pe LAST REVISION SHEET 2 DWG NO. 1 09.000 - 1161 -C6 NTS /o•/ 'Tgo DATE OF . • • }'%'�•�.... . SUBTyTLE TITLE 0 I € 6Z se L.Z. 9Z 9 *Z l IIIII1111111111111111111111111f 11111111 11111111 I111I1i1111111illli1I1111 ,111111111111 1111 ` : 111I111I111I1111111111111 I I I i I I IIIIIIIIII'II I 11111111 II 0 16TNSINCN 1 2 3 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the Driginal IIII 1111111 11IIII 8 9 than this document. IIIIIII IIIIIIIIII'IIIIII IIiIII IIII'III 10 11 MADE N GERMANY 12 £Z ZZ L 0? 6L e1 LL 91 St Oil £L Zl LL 41, 6 3 G 9 S b C Z l Ww (• j IIIIIfl11 ill�iliiii�; liJitililllnL1i11lini11�1111 Ii11111i�1111nillilili (iilul�llu1 11111111 111111111�Il IIIIIIiI I IIIIII1I1111111 . ► J I111III I 1 1 1 ILI 111 ll1IL 11 IIIIIIIIIIIIIIIIIIIIIIIIII III (Illllllll!IIIIIIIIIIIIIIIIIII WATERFRONT PARK S.I.A. /DEVELOPMENTAL CENTER DC , ax.rraw,.to► DETAILS a O 00 i00a 4075 PIE v. 7,13 �4, '4k P-4 /2H g�1 2a -19 2ahf I >I /O•' r /2H 240 /8 110 ,P. F,U1DV ' l /er //V ' ii /.a /NF 'TW6 // Two N /eerie/i / F /A/P fie w: N , .A15+li /' /' &iedit; /fir • . 4'owr :m 1•B//, y ricao4/l..ow A/6 . 9zEEV: / ` �� ` ... o /! i / .� 0 / A 4 td/ /rte4 / )i, a.° :.. f 1 LAT o tvrrf/,X/ `. -i 20 - /e, . -2Z /o -2T C� AUBURN, WA. C7 EVERETT, WA. E' KENT, WA. u PORTLAND, OR. O RENTON, WA. ▪ SEATTLE, WA, /2F /7. Q C) o / 2L • tij 'wk$4 /14/7 ' / �flN/t/EG ., A Nf L,+ "W.441. ` 7"_ 4 /A/eo. p /.�/ ..i�'t�e�OY X J`�1.e4 8�-� H4 41 erw e rw© O /AJ .1e'/. / OP/AM iqareev6 LAre: 1. . ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED 12!=• /2F -/7 SUBTITLE TITLE CITY OF TUKWILA APPROVED AS !'TOTED DEPT. APPROVED APPROVED .s/orE. Move" SP,A2m/oc.Eile ez./A/6 41.6(1 49 Gam' ®f�i/,d TO �,- oLITr'�.4�a .we /QED. IRRIGATION RECEIVED CITY OFTUlKWILA JAN 161991 P ERMITCENTER WATERFRONT PARK B.M.A. /DEVELOPMENTAL CENTER DCA N1000 PLAN KEY STATE OF • WASHI.lGTON REGi S R ' 'Hr ,(U IITECT AREA 1 LAST REVISION $CALF: 1"-10' STMOOt :L.rtsx; y,i SS. .'� � ,r :... P" • y r ,� {/!' 1- � J ^•,, j'. ' -7 71! / a Y .� / 1 1I ll1i j 1 I 11 1 I i iI . 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Viii` 1111h11i11inI11111n1111111 �. 1C!. .. .. �� ,..�! ly �, .. �f7'. 3[l.�S i � � 7y ,. �` :I.: .. ......,. ��li.r .. •rNi. 9G h C Z t w 0 1 1 1 111i11 11i1111u�11111n1111n111I( 11111111n�i111111I11Ii11n11�1I11111i) ACCEPTABILITY THIS DESIGN ANO;t)R SPECIFICATION IS APPROVED DEPT. 1/1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 11111 1 1 1 1 1 1 9 10 11 a Gr R 12 /2P--/ DRAWN 6Y 23p-/75 /2i /25 CITY OF TUKWILA APPROVED-. /2 "� MAR G AS INNO?Fkp..y C3UILDIN( DIVISION /5fST Gta' /57 'bC DATE . , SUBTITLE TITLE /2F -/4.5 Review • IRRIGATION WATERFRONT' PARK E.M.A. /DEVELOPMENTAL CENTER • DCA. • .4 .400 •1,00 LAST REVISION SHEET SVMSOL 9003412,M04 LU 00 0000 4071 'my. 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Vi83 24 -19 /2/3 20 -/9 /B -le 3" Z-6A 24H 1 -I3 2449 /70' Z-7 eF -17 9F- - /7c5 /0-m 8F -/7p5 N1400 a: t`Z co 4;ri N 1300 MAT rot E FACILITIES DEPARTMENT 6F 17 /2F -/2 LINE: SEE SHEET M-4 rn 0 0 / f 8F - /7 1 eF -125 MATCHLINE: SEE SHEET M -2 12'S 8F'l2ra /N 8F- /75 MINENSIMISMINIMENISEMINVOMIll CI AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 ❑ PORTLAND, OR. 97220 EJ RENTON, WA. 98055 SEATTLE, WA. 98124 A e = see -frt° it- »r 7749 . 4 o /vo,' u4 771 71° . o SINIMBIEMBUIEMOMMIGIVEMIONMEMMIEIM � N1200 II II II III EI 2 3 0 16 THS INCH 1 0C 6Z Be LZ 9Z GZ • eZ IIII IIIIIIIIIII IIIlIIinlllilllit! fIl liii�iiI!IItI �Inll lii J.a a;. I I I I II I t I II IIIIFII)tIIIiII1I1I I 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the 'original document. 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I iiiiii iiiiiiiiiiiii iiiiiiiri piwporiiiiiiiiiiiiiiplipoiliiiiiii I. pill iiiiiiiii 4 5 6 7 8 • 9 ,. 10 11 .ADE 12 0 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. CZ ZZ oz 61 GL 1.t 91, 9t lit CL Et tt oL 6 8 L'9 G ij C I riv+ 0 I I . . • • ---------. •■•••■••••■•■••• - ■ - • .-.. ... - ••••••■•■■■■•■••••••••••••••••••••611111111111111111 N1500 DO sew 407 V.. 7/83 APPROVED 46--/ 241- d.6f--/76 -/9 O AUBURN, WA. 98002 O EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 O SEATTLE, WA. 98124 N1800 N1500 O -a:441`Lawn rotors, 3xx-00-xx, 3$ psi, O Jad:Liwn sprays on 35P body, 20 psi. O .C15444;Shrub sprays on 37P body, 20 psi. • / Shrub spR...sys on 1806 body, pressure comp. screens, 35 psi. a Pressure compensating bubbler on fixed riser, 20 psi. 'Shrub strip sprays on 1806 body, pressure comp. ,screens, 35 psi. Z\ Backflow prevention assembly: see cut-in detail. Automatic controllers: (1) RC 1860 AB, pedestal mount eel . (1) RC 12 (:„ pedestal mount. "z " I :Remote testing Connection. • 24v automatic remote control valve. • 2 4 v automatic remote control valve with pressure regulation. • 1" quick coupling valve. PVC lateral piping. 3/4" unless otherwise noted. --- ' 1 " --- "PVC mainline piping, 3". sleeve under paving. t"' ••• Existing sprinkler. — —Existing lateral pipe. —I—I Existing mainline, retain and protect unless Otherwise not. Valve No, 9.2M X-1 44.39 -X-2 45 X-3 38 X-4A 17 ,X-4B 17 X-5 60 62 X-7 46 X-8 57 `X-9 19 'X-1t) 35 ;X:11 37 'X-12 43 N-13A 19 X-138 16 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN BY e•d/r:• 40 CHECKED CHECKED APPROVED DATE SHEET JOB NO. LAST REVISION 0 0 SCALE: 1" = 10' 62 43 47 58 54 31 27 64 64 29 56 11.7,1 1-1/2" Lawn Spray 1-1/2" Shrub Spray 1-1/2" SHrub Spray 1" Shrub Spray 1" Shrub Spray 2" Lawn Spray 2 Shrub Spray 1-1/2" Shrub Spray 2" Shrub 8pray 1' Bubbler 1-1/4" Lawn Spray 1-1/4" Lawn Spray 1-1/2' Shrub Spray 1" Shrub Spray 1" Shrub Spray 2" Shrill) Spray Shrub , 1-1/2" u Spray 1-1/2" Lawn Spray 2" Slir0b Spray 1-1'/2" Shad) Spray 1-1/4" Lawn Rotor 1" Lawn Rotor 2" Shrub Spray Shrub Spray 1-1/4" Lawn Spray 1-1/2" Shrub Spray . Nozzle ' and arc „of sprinklers are noted on the plan. Fe360,* H-180, • O' 410 Weatherniatic nozzles are low angle. Other Weathermatic nozzles have 30 degree trajectory. r • 2. Static pressure available, 110 psi min. 3. This . system is wihterized by use of compressed air injeeted at tile 1-1/2- quick -;oupling valve in the cut in assembly. 4. Install sleeves where PVC mains or PVC laterals pass beneath paved shown on the plan, 5. Locate mains, laterals, and valves to avoid trees. Locate valves in Wanting areas wherever possible: 6. Refer to drawing number 109-000-1129-M-2 -000-1129--2 for existing irrigation in • ' Linear Park. CV" valves.) 7. n R o e t t e a d in . and protect existing "V" valves, sprinklers, and pipe except as 8. Fletain and protect existing wire to 'V' valves. Reroute in area shown on plan. Auxiliary Wires: Controller 'X" Provide 3 auxiliary wires from controiler "X" to each valves. Pass and loop wires at all valve, locations: To valve X-1 via X-4A To valve X-5 via X-6, X-9, and X-12 Au 10. xiliary Wires: Controller '7" Provide 3 auxiliary wires from controller '7" to each of the' following valves. Pass and loop wires at all valve locations: ' To valve Z-10 via Z-8 and Z-2 To. valve Z-4 via Z-3 areas, or through proposed subterranean structures even if not TITLE of the following CITY OF TUKWILA APPV.PiED NIAR AS NOTED 17.51.15TRF571FTIOF WATERFRONT PARK B.M.A. / DEVELOPMENTAL CENTER DCA RECEIVED CMCIFTUMMUN JAN 1 6 wi PERMITCENTER AREA 4 PLAN KEY 04) s *1176 ARV. 7193 () t... 4 ' 1 o i 1 t-1 to" of VAi vt. . JC - - -� = (--- --'fl; HcM br kiri• d-"Fm te>TAI . /acbc'r/D. , I (PF'1Ait-1T I H 12 cLeA e t I c To sere. � ) vso-i NN-t I 2 GL t, z I FN:frinm or * . To 1.AvE:t... 1 hE:) (2) GAhci1. 11 -I 7,D VAL' t Dos W/ "t-1 PowrH t-it, , Co MIH, eiIch,veL. IN E'z>> lt:'t1 Ivy'" f- t/fiU1Ra G1 VA L' • r AT- R,.,` 2 F0-01 <_I - 6 7 -I a0 '5I pi.e AA Opt \4/ do 4e r...-4- .rj-- I' ' IC..:. 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N /PPLE'' T1 BE SCK: Gip . • , 6LIPPLY L/n•E TEE, 7 elvE 1-1✓O / /PPt E f' 604 ye'r - ex , vr •/PPLB Nor 1NCGUS /A/ /ieE FG</ / /,.;'/ l :E REVISION / / r��' !/F' / DATE Pafew**AI+A /•/0' 6 ,419. w/ Nst,86 /ta •u •Cper /rte /' TiS4fiR9 5/t'..Al3 Wi,VT CUT -IN DRAIN - '- - P9i6H ®w, QUICK COUPLING VALVE eauteGT P /f ' >O F'7rc$i L3L�Y e>se /yrrt7^ /s/raW/ - Fea° SP iN/e4e,c . PVG 447rX4L. Woo. cio-S2. df I.I Trkemc..H AHt i.kko ri `j", SLrc . AWAY , MH tor P htat 1 A E =mf L`( R C eolE)1 LLL tobAKLWM. t.. 4"c , p,to. ❑ AUBURN, WA. ❑ EVERETT, WA. ❑ KENT, WA. ❑ PORTLAND, OR. ❑ REN T ON, WA. SEATTLE, WA. p i e M - ' Wer" C .EkYwEXIDS) Arobeie P144 Amovitv (rMagrAcss .60,'74 was,i FYI • r9• Mc*rE • • 4W v haa 'AL- • ALL TWeirALIESP P C N// 7t9 Je.. 2` Lot-a& swE ' Foil 2,4 V /a• ( PIPE przivaia 1V egPU J_.. t t..r_ P-4TI -rip. •APPROVED AR 2 AS NOTED Ed ni_r: r' y fIII{` foN ACCEPTABILITY THIS DESIGN AND /CR SPECIFICATION IS APPROVED DEPT. APPROVED BY CHECKED APPROVED APPROVED AUTOMATIC VALVE ASSEMBLY TYP. SWING JOINT DETAIL: SPRAYS COw.•Lw•yea• P Z *We / P /PW 4P4 7 c F -44707411. /P/i 0 sr Aga_ 1 7 CITY OF rUI(WitA .._ �►'N� /ow5 ?e Y.46VE "wee! arontzta t M•KC.Lx 5r. Ec.t4 For Agency �r . CONTROLLER FOU IDAT1ON IRRIGATION DETAILS WATERFRONT PARK B.M.A./DEVELOPMENTAL CENTER DCA PERMIT CENTER SKE S YMBOL 2 - .-9' 900342 .. ..s.w.t•. to ;G:'t.'"`* rfrY('E::V � vYtL".rr. ,. � �;. ,�,:s Ar« '..alt • �.. 1. �� r k � a ) ,.,`( .0 •� {.'`, d {: Y ! III1I IIIIIIIIIIIII III1IIIlI1IIIIIII1IIIIIF iI III1I1,IIIIIIII Il 11111111 1 !WIIIII IIIIIIIIIIIIIIIII1 II 1111111111 IIIIIIIIIIII 0 leTHS'NCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is duo to the quality of the original document. IT! �IIIII�IIIIII�IIIIII�IIIIII�IIiIII�I� j 9 10 11 Met IN MK* 12 0 OC 6Z 8d L4 9Z 9Z bZ CZ ZZ LZ OZ 61 8t LI 91 GI hl CI ZL Lt Ol 6 8 L 9 G C Z I WW 0 !l►illin !!!4141{! niiln! !ililnn !!llliu! 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IWOrOgYA //t/.4/A3 82 4Z446.4 l eaggw_ tvec.4. 4 Agierave/ azaedira 24 •Ilat/rXite5 IVe' azete4 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 4 /vioz/Las- 7Azexia/..exoe APPROVED APPROVED WATERFRONT PARK B.M.A./DEVELOPMENTAL CENTER DCA RECEIVED CI JAN 16 1991 P ERMITCENTER PLAN KEY • N1000 STATE OF WADHI149TON .RED 411 ri.CT • I I 4 O AUBURN, WA. 98002 O EVERETT, WA. 98201 • KENT, WA. 98031 O PORTLAND, OR 97220 O RENTON, WA. 98055 51 SEATTLE, WA. 98124 sersarasmasek -"` 4 - • • . 1111111 111111111I111111111111 11111111 111 11111111 111 I 11 4 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. " • ^ 1111 11 111111111111 1111111111 1111111 1 111111111111 11 " DE IN GEFIMIV 12 1 9 10 of: Ge se LZ 9Z GZ VZ eZ ZE LZ 03 6L Ell LL 91 GL 1 i1 CL L LL 01, 9 S .vi 0 11111111111111111111111111111111111111111111111111111111111111111111111111111111111 I „II ' 0 rr r) ;41( m CC m 2 0 m . ti N1200 wW4 mac e4rg- N1000 9 /1 4( 1- r = �4/4p ,E 2 rAwAm/47 0 16 THS INCH 06 6Z 8d LZ 9Z 1IIIiIIIII1itllllili Chili I!iilnil II(I III II II, IIIIIIIJIIIJIII�IIIIIII�II `ZII'ItII iILI` IIIIFriJI�I. 1 2 3 4 / dt// k.r/A 6' 74 A 1 ! /p' APPROVED APPROVED MATCHLINE: SEE SHEET L - 1 AUBURN, WA. 98002 EI EVERETT, WA. 98201 ❑ KENT, • WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE, WA. 98124 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the (original document. GZ *iZ EZ ZZ tZ OZ 6t 8L Lt 9! Gt 4 71. Et ZI LI ( ea r#4VA ' 64r4 ACCEPTABILITY THIS DESIGN AND/OR SPECIFIC ATION IS APPROVED II IIIII I' tIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIiI ,III. 9 - 10 11 MADERJGERwm 12 I llnn�I WW lillltl�Iliililll�iniilltlilti l ill�t ntlllllll1ItllInllllillllt! tilllnii !tIIInll nllll ilnlllnll lllnlulllnnll , II!IIIlIl I II II t I r . , ,. 't!.. ,, ,. ,: ..�.... v'. '. :'.,. .♦ .,•?b .':. ,.. ., rt .t . ' :.. -,:. i.. .. .. [� + / L1 d, , /e �✓- �G/1� T- ',1/;/[O /c rU COLZ)24771h SUBTITLE TITLE 2 . JZ/' -9 a/, 11 .r.7a4/17 APPROVED BY DEPT. DATE /L)•/ P 4Nla WATERFRONT PARK B.M.A. /DEVELOPMENTAL CENTER DCA PLAN KEY CITY or TuiovILA APPROVED For A g ency Review ° {' j it 1 .'' s t .. ._ ., .. •. AREA 2 I II DIN( rilvir. ON P ERMITCENTER N 1 --- l �6/ JOB NO STATE or' WAS HieiO �I a � .hED • r"�1,ru 'ET DATE CITYOFTJK RECEIVED CT1 CO o SCALE: 1"-`10' SYM BOI. 0 1 DI �ri l4E V. 7/$3 hoc aefx ...tir r. 4 • 3y r T n 0 w 00 3000 407$ RE v. 7/53 LAW N1300 2 �0,A Pzieevg .. �. REVISION / ed NGU' 570L ay fr-er.A REVISION /y eUOA /Yb1 / fe,,er!/4JE/ 14040,I ATL» MATCHLINE: SEE SHEET L-4 't rUNE/ ❑ AUBURN, WA. 98002 EVERETT, WA. 98201 ❑ KENT, WA. 98031 • PORTLAND, OR. 9722() ❑ RENTON, WA. 98055 II SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY APPROVED SUBTITLE TITLE N 1300 CHECXED 4. %rS PLANTING PLAN CITY OF TUKW'ILA APPROVED �1 2 '' 1 MAR :''.F: AS NOLL:3 II n)Nr_ JAN 1 6 1901 P ERMITCENTER WATERFRONT PARK B.M.A. / DEVELOPMENTAL CENTER DCA AREA 3 PLAN KEY 111400 M1t00 N1000 SLP NO. 8 /5UE Fri? PE frffr s Ttt OF w AS T, i11i�G N FtEr;1 i'REO LA r YIN D. DE a CERTIFICATE No, 209 LAST REVISION SHEET JOB NO 900342 /52804 r.,rtt s t F:w�:ir I III I III I III I III I III I III I III I III I III I III I II I"I1rI 111111111111111111111 1 2 i 3 4 0 10 THS INCH 1 1 II/111111II11111 1111111111 1111 1 11111111111 II :11111111 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0€ 62 9G L2 92 9Z 4 72 / CZ 22 IF OF_ 61. St 1.t 9L 9t 4 71 Ct zl LI 0i, IIlill! il! IIIIIIIi( IIIIIIIIIIIIIIIII! IlfllfitI! Illslilllilllllltillull !illi!!Il�llllll lilIII! IIIIlIil1111111Ii11 !II!IIIIIIII!Ilillllll! IIII! IIIliiIIIIIIIIII(! IIIIIIIIIII! !IitIIIIIIIIIIIIII�Ii!IIIiIIIii Jllll! :F _1 11111 1 1 1 ! 1 111 1 IIIIII IIIIII11111I!(IIIIIIIIIIIIII 9 10 11 "° 12 9 9 vol 1!il�lll111111l! IIII! II!IilllllllIIIIIII11IlIt�IIIII tIJtIIII II IIII "WO 9._ 0 i REVISION ACCEPTABILITY THIS DESIGN ANl)/r111 SPECIFICATION IS APPA(SVED CUE ED .a ENGR CHECKED APPROVED GATE APPROVED SUBTITLE TITLE LAST REVISION DATE PLANTING PLAN WATERFRONT PARK S.M.A. / DEVELOPMENTAL CENTER DCA AREA 4 SYMBOL Anwer 9 N1600 N1500 7 g,Eru4A % ' Z, ' /W A¢ .'/EA/4T`/E,eWM r .515 C/r2Dep5 /A G[ /4/F6Z' 43/.1L.465,414 '1/yf2 /66A7Urfi MATCHLINE: SEE SHEET L-3 ir sameaanusamspawrosormaaraommumamameraonsearesmft AtgrattEZArita ' DEPARTMENT / t acornoe aVTAN5 /,Q/ti4 ti ❑ AUBURN, WA. 98002 0 EVERETT, WA. 98201 ❑ KENT, WA. 98031 0 PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 SEATTLE, WA. 98124 ACES gue,erso DC/OBEg C Y' 760 /'eicf 6,,4 pligf .e"fze...4eg /j /NUM p ratieNro uM 60 7 iC7 •M 7EM/AA/A 65 orn'oe Lot AdE e4 •z'M ocrace,c 'Y' 73 Leuc ©rte" foNTA /4N4 4 I, . . Mp ToM. 2i 195c4(/l DryyMIJb. , r ✓ ,� TUA/'/ z'robt_ ,/Q4er*ori --x-, - •- -,-- -- N1600 Geivne / Nl,4PW4 A. 1 it/ ' N1500 r*— FO/V TA - ?�MA 7 w0L/4 vt%wg r w v7 ./tip /• AL CpL BGL� ' 44 A*77413gt T /14A17' lVTOe r ' Co 0 0 8otanlcali CP Y • Pop u us tremuloides 96 Quaking Aspen &elute jequemontt 18 Jaquamonir Birch Fraxlnus oxycarpa 46 ' Ra Thuja plicate 40 6-10' W. Rod Cedar Rhus typhina 9 1.3/4" to 2" Slaghom Sumac Betula nitre 11 2 to 2.1/2" River Birch Tsuga heteruphyila 14 8 -10' Western Hemlock Acer rubrum 8 2 to 2 -1;2" 'Oct. Glory' Prunus x cistena 11 Prunus yedonensis 7 Flowering Cherry Sh tubs Arhenatherum e. 616 'Bulbosum' Arrhenatherum 'varlegaturn' 144 Heuchera 'san guinea' Astilbe 'Deutschland' Astilbe Lavanduta a. 'Munstead' Lavender Symphoricarpos albus 55 Common Snowberry Wisteria sinensis 6 Chinese wisteria ti4te i 182 128 36 1 Gal. Qrounp( Cover Euonymous fortunes 979 Coloratus Winter Creeper 1. All Trees shown have been purchased by Boeing and are being new at a nursery. Contractor's bid price shall Include all installation and guarantee costs. Boeing will pay for shipping. AI the lime the contractor accepts the trees from the nursery, the contractor accepts full responsibility for quality and guarantee of the trees. iI, before - acceptance of the trees from the nursery, the contractor feels the material cannot be guaranteed or does not meet specification, he should notify a Boeing representative. 2. All lawn areas to receive 4" depth topsoil. All ground cover and shrub areas to receive 6" minimum depth topsoil except for raised planter beds al' the Bus Stop area. /N/'�/ areA.c — RA PealleeadrC SCALE: 1" T 0 WP /4-l-- 6FCC .) ce,lipAcr Be-A/o-Arty g mes1L4. c ,e P /.c: H/A . y gA Gu� �c AY rrth'✓Gh'7 /,1/N!/'eUrer i 2 to &.1/2" 2 to 2.1/2' 3 -1/2" to 4" 1.1/4" to 1 -1/2" 2 -1/2 to 3" 1 Gal. 1 Gal. 1 Gal. 1 Gal. 15 -18" 15 Gal. 1-441/0 ofe # et% 5e Div& I .too esF ✓4k9 s,e`-!`LHI* 6 Coreopsis 'Moonbeam' Coreopsis Crocosmia 'Lucifer' Corm x OPA4LL- icy u/G A IVt/ AG LAMM/ ' A41144/ E ' 1 r C.+4G '/ I NV I Tc i,d�'! ___•'.N fn.r � 7 /L ('I I II IIIIIII►IJIJilli�II ilIII F itI I 0 1e TH$ INCH 1 2 r 3 III I . i . 11IL111111I :, II 1 Illii( IiI� ►I�Itli,!iilllliili` 4 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 8G LZ 9Z SZ hZ CZ ZZ LZ Q 6L 8t LL 9t St +/t 111111111i111111illlili! IIIIIlttillilllil1111111111i1i111 l 11iilllinhIllllll11111 11111{ Intlilll111111l11b. lllll11111i111111nilln111111ulll1111 LL OL 11111111111111111111111111110 1111 8 L 9 IIIIIII Illllil {Iliilllll�lllllillllilll C Z L w e; O Illf{ Illlllllllllil�lllllliiil !!IiIIII IIIIIiIIIIII Rosa 'White Metdiland' Rope Roca 'Red Metoiland' Rose Rhododendron Chesa,oeak' Rosa 'Pearl Meadiland' Rose /, Au_ SrOFh 1tIGt�ti ,` .as • itT � DECIDUOUS TREE PLANTING TYP, 155 Hemerocallis 'Sept. Golf' Day Lily Cistus purpureus 75 Rockrose 104 Cornus stolonitera 20 Red Twig Dogwood Rhododendron 39 Martha issacson 84 31 124 Viburnum plicatum 23 Tomentosum' Doubletile Viburnum 82 58 Alchemllla mollis 58 Leucothoe lonlanesiana 134 Drooping Leucothoe Heuchera Purple Palace 76 Coral Bells Hypericum calycinum Sod Seed to tUrfgrass 15.18" I Cal. 24 -30" 15.18" 30.36" 15.18" 24 -30' 15.18" 18 -24" 1 GAT. 1 Gal. 2 Gal. 2 Gal. v ri:Q4- EVERGREEN TREE PLANTING DETAIL 944r 2,22140f A115.4LL r 70& > . 4" eaexadif it 'f tgAtE F744451 41e/ I c... /SAN 4 " pot 1 4y"P /A. ,'l.. cK 4944/ TYPE f/G.;E r--- -- /0 Get . 4L1 5:7 7 "5r e-co. "New -ce/ aertf epe.D, zov.. ,s?P fet/x Pf '.G"7 'r P-- -CALL ele■ee,44 pi/‘ / CO4' 4/,l/, "1 /A' ,y d7/fe, / - w /rac%n/i 711/5 AKF-A At/ A YNL7. „2 77L ' Ifl; SHRUB PLANTING TYP • C Ot ILJK RI c vEi1 OtTY {}F T For APPR '/ ILA JAN 16 l:i ` ; P�Rfi�ITOE AS c;u ��v PLAN KEY 24 ,H]00 "1600 0 0 0 0 0 0 0 0 STATE OF WASHI •iGT.ON REGISTERED ITEC1 0. DOES CERTIFICATE No. 209 2 f:L9o/r /149t'f1CeG'Pr re>L� Aix 77_'r�p�v- ore- g ALG "Ixee 'NL fZR 4.irrAQ_Efi� e - z 74t E.. .) rr n 0 m w 0 ra 0 J U 21 LIUH I IP4U tNUINtL K 1r}.# I 1840 ^ 130th N . E . SUITE IS • BELLEVUE, WASHINGTON 98005 885.2i9 F O R A G E N C Y R E V I E W COPYRIGHT° t GELVIN ARIABIRONa, P.E., MO ISSUE SSU PERMIT , . OCT 1990 . _ „EVISIOt� •, BY �-•�•� JD.A. APPROVED DATE 10 1 -90 � REVISION •s•••• 6Y �• APPROVED DATE AUBURN, WA. 98002 a'atellinfAl" E� FACILITIES DEPARTMENT ❑ �'OLAN ®, 0R. 9220 ❑ RENTON, WA. 98055 ® SEATTLE, WA. 98124, �, ��m �� , Ni � y $PECIFICAi)Y „o � `��'C /sTE� `� ' /ONM. t ACCEPTABILITY THIS DESIGN IS AROVED BRAWN BY r J I, L • DA SUBTITLE ITLE ELECTRCAL. PLAN n LAST REVISION .. SYMBOL _ . DATE E- S 1111111111111111.1111111 OF E LIGHTNGAND � •_,— ISSUE FOR PERMIT TITLE . B.IvI.A. /DEVELOPMENTAL D C A CENTER 1111111111111 .D.A. MN I : 900342 -52804 APPROVED APPROVED DWG N0. 109 -000- "2070 -E -I IIII dJ Oil 41000 40M REV. 7/83 NORTH 40 0 80 FEET N I206 N 1000 � -I- N 800 T PIO°® • • w MATCHLINE -A J , R .2 " 7c NOTE: PHASE LIGHT!NG CIRCUITS AS FOLLOWS TREE WELL UP LIGHTS PATHWAY DQWtJ I a BROWN -GREY BROWN- ORANGE b ORANGE GREY ORANGE - YELLOW C YELLOW -GR EY YELLOW - BROWN r-y 55b » ; ▪ 56b • 0 • iY • 0 0 0 • • • 9 19 V S P 9c ®0'0 <Y% ' : % . I Y /7 /- 1 1 Jr A 12 1 5' 6/ 4 0 - 9 -12 BUILDING 0 53b 54c +N1200 +N1000 - 44800 r �] 42c L I 14 43o r] 46 a �] 47 b N 1200 NOTES: Alf I.imi2A *il 0 0 CD N 1600+ w w -1- IN1400I I P7a I 1•• te PRb v01•oesroc9111111119. p l 5Ic .+ - 1- 52a 'o ti w 50b 490 . EXTEND EXISTING CONDUCTORS TO PANEL "P" ' ACTIVATE CIRCUIT #S FROM PANEL "S AS NECESSARY INCLUDING EXTENSIONS AND CONNECTIONS OF CONDUCTORS, TURN ON OF CIRCUIT BREAKER, ETC., RELOCATE EXISTING LUMINAIRE & HANDHOLE TO NEW 2 ` LOCATION SHOWN. INTERCEPT EXISTING CONDUIT, EXTEND CONDUIT AND REPLACE CONDUCTORS AS NECESSARY TO OBTAIN NEW RUNS AS SHOWN. PEDESTAL PANEL — F 48" FROM EDGE OF ASPHALT j PATH. TYPICAL ALL LUMINAIRES. Alm la* - _— 4 111400 8 m w N1200 I a �F., tpe i i 2 b 13a 1 1 ."1.�i 4isJ '.- r , --� I4b 6 •h . I 4 5 6 7 8 9 1 NOTE: If the microfilmed document is less clear than this • notice, it is due to the quality of the original document. oc 6Z ee LZ 9Z 5Z VZ CZ 4Z IZ O 6I 91. LI 91 g t4 CI Zt ' It (DI, 6 8 L I 9 S �, £ Z I ""1" 0 I I IIIIII II IIIIIIIIIIIII I IIiJI IIfI I1Il IIIIIIIIIII_ II III II I II IIIIIIIIII IIIIIII IIIIIIIIIIIIIII!IIIIIIIII IIIII IIIIIII!I IIIIIIIIItIIIIIIIIIiIIIII1II II!IIIIIIIIftIIIIIII llIlIiiJutillll liiiII milli)! ' I Y , III r a � � � , : yy � . rte' .... .,. .::; c_.,... .,... .: -.., . -:. .,.....,. ,rr.. ... -..;..,....... e,,:...RK�,ir..e.,- ..<.- .Sr.... ,,,..... ..,...r.,: ` �r.,la. i. _,.....,. r.....� h'l ,<.. ..: Ff` _s....... > ..,.. _.�.. ✓`.' "Y ._, .._.,......r ..r. .... ... -_. ,._.. _ : ,+';!! r • 'i i ! IIII IIII IIIIIIJlI1(IL II 111111 11`'1 II IIII 11111111 1111ItII I 043 CONCRETE HANDHOLE, WSDOT J -110 TYPE I EXISTING HANDHOLE NEW HPS LUMINAIRE, 250 WATT 480 VOLT ON 40' CONCRETE LIGHTING STANDARD • • ❑'D SAME EXCEPT TANDEM LUMINAIRES r, ,, rn INDICATES EXISTING EXISTING POST LIGHT CENTRECON B20 X 1.5 CONDUIT RUNS �2 4" CONDUIT ONLY •- SPARE © 2" C. 3 #6, I # IO GRND. ® 2" CONDUIT ONLY SPARE 6® 3/4"C. 4V1:10, 1.10 GRND. Q 2 "C. 3•#10, 1• r iO GRND. 13 I.5 "C. 2# 10, 1 #IO GRND. 15 2 "C. 7#I0, I #IO GRND. © - - -- EXISTING CONDUIT RUN TYPICAL. RECEIVED CITY OF TUKWULA .I< \ 1 3 i :,11 PERMIT CENTER AVOIMMIIMMIININNINOMOS POST a POST TOP LUMINAIRE 100 WATT HPS - $‘ 480 VOLT, HERWIG #HWJ-33A a EH -II -7 I I 01 IN C. —r. ." TREEWELL UPLIGHT, DIRECT BURIAL, 75 WATT n MV, 277 VOLT, KIM #' 5007 OR EQUAL , LAMP - H43AN -75 o CONCRETE BOLLARD, 70 WATT HPS, 480 VOLT PRINTED REC. OCT ; 1990 JD 21. ENGINEERS 0 1479 t + f s ' a`� . r, � + � " , c •+ n v E � Ii J Yri, : , ?' «� 4.. 6 t T. r,' ...Mao. Iowa PANEL SCHEDULE NO. - LOCATION: PARK - PEDESTAL . SERVING: LIGHTS, ETC. I 277/480 VOLTS 3 PHASE 4 WIRE 100 AMP with MAIN BREAKER CKT NO. F ,-C) U)N 0) rC'r)LC)NI --t-. ....-..........-..—,--1 U z r r- r r LOAD DESCRIPTION UP LIGHTS II II SPARE SPACE KVA KVA KVA LOAD DESCRIPTION CKT NO. APPROVED - 20 - = ig.. m wits', ' ... ,44i, ‘ „ , mu: 43 , 01h. . :16 ......." , 0 IP 0 .0 , k. 1 op 0,,, f. c , „,..i& 74/04N AL 0 RECEPTACLE (PEDESTAL) SPARE SPACE II it II 0.2 DATE PATHWAY LIGHTS SPARE SPACE 5 KVA TX. TO PANEL P-I U) _ 0 F • X 4 a" aa us CC Q > z a x a N CV 0CN. 20 DATE 20 - - 20 ...--, CHEMED C.L.F I'"%.. 20 SHEET E-2 OF . REMARKS: CONNECTED LOAD: KVA AMPS DEMAND LOAD: KVA AMPS I DEPT. DATE E.NGR J.D.A. 11111 TITLE . WATERFRONT PARK B.M.A./DEVELOPMENTAL CENTER D CA , IIIMIINIIIIIII . . CCKED J.D.A. .. REMARKS: ,..."...... CONNECTED LOAD: KVA AMPS DEMAND LOAD: KVA AMPS PANEL SCHEDULE . NO. r% P1 LOCATION: PARK SERVING: 120/240 VOLTS I PHASE WIRE 50 AMP with MAIN BREAKER CKT NO. LOAD DESCRIPTION KVA TRIP TRIP AMPS A KVA . LOAD DESCRIPTION CKT NO 20 - APPROVED - 20 - = ig.. m wits', ' ... ,44i, ‘ „ , mu: 43 , 01h. . :16 ......." , 0 IP 0 .0 , k. 1 op 0,,, f. c , „,..i& 74/04N AL 0 RECEPTACLE (PEDESTAL) SPARE SPACE II it II 0.2 DATE LIGHTING CONTROL IRRIGATION CONTROL SPARE 1, SPARE CV 0CN. 20 DATE 20 - - 20 ...--, CHEMED C.L.F I'"%.. 20 SHEET E-2 OF . REMARKS: CONNECTED LOAD: KVA AMPS DEMAND LOAD: KVA AMPS I 4.41E11 • 1840 N.E. SUITE 15 • BELLEVUE; WASHINGTON 98005 885.2195 . . a • _,.,,. . . FOR AGENCY REVIEW COPYRIGHT ( J MA% ARMSTRO/40. P.E.. 1990 • - • • ISSUE • FOR PERMIT OCT. I 1990 CM REVISION BY APPROVED DATE SYM REVISION APPROVED . DATE 0 AUBURN, WA. 98002 - = ig.. m wits', ' ... ,44i, ‘ „ , mu: 43 , 01h. . :16 ......." , 0 IP 0 .0 , k. 1 op 0,,, f. c , „,..i& 74/04N AL 0 R spEcTIHAFIICscCADTEEIsPoliNGANisSAidaLN.piDTpiRYcso DRAWN BY S. I. L. DATE SUBTITLE LIGHTING AND ELECTRICAL DETAILS LAST REVISION DATE 1ER ISSUE FOR PERMIT J.D.A. 10 1 al 111.11111111111 IIIIIIII 0 EVERETT, WA. 98201 CHEMED C.L.F SHEET E-2 OF . 11111111111111 411,1746711,” KENT, WA 98031 FACILITIES DEPARTMENT . MEM • PORTLAND, OR. 97220 APPROVED BY DEPT. DATE E.NGR J.D.A. 11111 TITLE . WATERFRONT PARK B.M.A./DEVELOPMENTAL CENTER D CA , IIIMIINIIIIIII . . CCKED J.D.A. ...... JOB NO ,_ 900342-52804 2 1111111111 1111111 IIII IIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIII • 0 RENTON, WA. 98055 SEATLE, WA. 98124. a T - - APPROVED all .0WG NO. 109-000-2070-E-2 1 I 1111111111E1111111 IIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MIMI MIN mni APPROVED am . . , . „ = • • L.0 coti 7 Concrete Cap S.S. Tamper Proof Screws Opaque Polycarbonate , Louvres Casketed Ceramic -- Lampholder Concrete Bollard ••••••■••:041,7011100• POLYCARBONATE LOUVER STYLE WITH CONCRETE CAP PANEL P UP LIGHTS EXISTING 3P 50A 277/480 V. 304 W. PANEL-S CIRUIT 7 ( C 2 TYPICAL SECTION LVC STYLE , PRA STYLE Cast Aluminum Cap wlTamper Proof Screw Gasket Aluminum Reflector Alumin.im Housing Lamp (By Others) Clear Polycarbonate Lens Spun Aluminum Parabolic Reflector Aluminum Bracket Cast Aluminum Adaptor Plate Mounting Inserts Ballast Assembly PARABOLIC REFLECTOR STYLE WITH ALUMINUM CAP LIGHTING ENGINEERS • • •••••• f Vj PATHWAY LIGHTS ROUND 8' BOLLARD • 120° on a (3) %• Dia. Holes - Kr Anchor BGI Circle \ SQUARE 8" BOLLARD (4) 1 /4" Dia. Holes 90° cn 10 Anchor Bolt Circle BOLLARD DETAI RECEPTACLE IN PEDESTAL PANEL [ ---- PI-I *...4 PANEL P-I -c -- PI-2 5 KVA TX 480-120/240 V. NOTE: LC-I 3P30A ELECTRICALLY HELD CONTACTORS WITH 120 V. COIL BASEPLATE DETAIL y. Calv. Baseplate Bolted to Concrete Bollard Anchor Bolts are Y Galv. A-307 Steel 12 Long TC ,• • NOTE: TIME CLOCK TORK MODEL Z-400 CONNECT TO CONTACTOR COIL ?;t' 3 5 2 -4 .1 6" SPARE SPARE UP LiGHTS I PATHWAY LIGHT 42" V44 7g7,44 4 9 I' bv 4 :4 • 440461.79 6 0,1 7 •• 0 4 01IP 44 9 9 e 111111:: 0,'0•:^49.:6% 6 , 4 1 r, 1 1 7 . 9 .4 7 V: 7.1:11: 9 90 111 4i69 .0 b•_770•77, 0.1/1>:.• b '4 :4 , '4 P9 I: :: 'EA 614491 :4191.4:6414°V44:::1144.3:444614:914:1 3111:;4 b:0 • 241 4 v9 .4.41A: tc,:49,,74.4 7: 4 . : 7,.. 9 4 4 . 94 : 6:1,4 44 4 IC A. 49v,v.I. 1:9449:0: „ 0 V.71 4 p ° •• ° 9 V. 0 7 76011: 4 49 • • 7. 4 • 4 9 CI 9 9:16 • g1,60C.4a17764 • • .2 • 6 • 4.0 0 . . ° 4 0. 9 4 6 9 . 9a .. 0: 1 0. A 7.7 9 • 9 0 a V 7 7 49 0 A ^911 41P INCOMING CONDUIT OUTGOING CONDUITS INCLUDE ONE 2" SPARE,STUBBED OUT 24" a CAPPED NOTES; PANEL IN NEMA 1 ENCLOSZAE WITH UL LABEL FOR SERVICE ENTRANCE. BREAKERS 8 BUSSING AS SHOWN. WESTINGHOUSE Q 10B OR EQUAL. " 4%9 ' ■ • 1.• ` • " k • • I' 24 ,r PAD IF NO SIDEWALK PEDESTAL PANEL DETAIL 0 re MS INCH 2 3 4 aialtalF • A 'A' , Y - ^" - • , • - A, A "A <9. • , t 21" •-fia. 14441040•••••••■•••••= m...•••6610.1026.1•INEfflosomag 47 77 7„ ...:0- . v 4 v 7 4 • : 4 9 • VI 1' 0 4 • . 7 p 0 P 6 6 4' ,, 6 by V 4° 4 a ls . .. a ° 4 4a 04 0 n 6 4 , 7 • • a ° • 6 0 4 6 704P - 4 407 I. 4 7 . ... 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TREE GRATE DETAIL r - PANEL I I p-1 II 11- I L__J r - II I TIME - 1 11 L I CLOCK II I I I II II LC I L__J LC I I LC I L _ LC I J L_ r I TX • • a • a a t ' 9 9 0 7 A AA ., 4Q VP 0 4 • v 0 9 0 a 7 4, 77 4 o 9 4 4 4 4 7 7 • 4 . A a 4 4 , 027 7 • g 9 A 4 1 .0 • . 9 7 4 A 7 7 7 6. p 46 • • • 9 44 9 7 0 • 0 •4 •D:4 • •P 04•4V 4 1 ° a 4 409 4614 4.0 6 0 • •70 9 0 6 ••.' 9 7 „ . . 4 A v A V A o : A a A 4 a. ° ° %4 6 "Al 9 . 0 p g 9 • 7 0 • b D4 Afb 4 0 9 4 7 a,10 g 4 „ g 0 4 7 • 4 A 4 4 a D44 • 7 4 0 v I. 4". • • a 4 4 9 • 44006 • 4 4 0 90 0 .940 0 64 4 4 0 41.0 9 07 6.0 40604 A•a • 0 „ 0 • 7. 7. D 0. Z. 0 „ •••• 7 . 4 4 v " g 0 • P A • 7 7 4 4 4 4 4 • 4 • a • 9 4 A • 4 4 v 4 7 : : A . . 0 7 • . 5 - - 4 4 7 4 4 .GASKETED SCREENED VENT PAINT PEDESTAL ASA 61, GREY OUT, WHITE IN, BAKED ENAMEL. REMOVABLE EQUIPMENT MOUNTING PAN. 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