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HomeMy WebLinkAboutPermit B95-0115 - TRADESHOW - SHELLCity of Tukwila � q1/4. (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0115 Type: B-BUILD Category: NCOM Address: 11621 EAST MARGINAL WY S Location: Parcel #: 102304-9044 Zoning: Type Const: III N Gas/Elec: Wetlands: Water: SEATTLE Contractor License No.: SGACO**084BS TENANT OWNER CONTRACTOR CONTACT Status: ISSUED Issued: 06/30/1995 Expires: 12/27/1995 Suite: Type of Occupancy: WAREHOUSE Slopes: N Sewer: VAL VUE TRADESHOW 11621 EAST MARGINAL WY S, TUKWILA, WA 98168 BEDFORD PROPERTIES INC 12720 - GATEWAY DR., SUITE 107, SEATTLE WA 98168 SGA CORPORATION Phone: 206 778-2191 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 DAVID.KEHLE Phone: 206 433-8997 12878 INTERURBAN AV S, TUKWILA, WA 98168 *************************************************************************** Permit Description: CONSTRUCTION OF A NEW 37,485 SQFT TILT UP BUILDING SHELL FOR OFFICE/WAREHOUSE. Units:; 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991. Front: Left: SETBACKS .0 Back: .0 .0 Right: .0 Valuation: .854,2.83.15 Total Permit Fee: 5,126.93 ************************************************************************** 14(1A-Ala 16,/l a Permi Center AuthorizSignature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law 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 provisionsof any other, state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: j);tiVIL,L.L.,..Date: 6,432)/7 f5 Print Name:_1 Ldi L•€_ Title:___.S.(.LLQ11i, This permit shall become null and void if the work is not commenced within 180_days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND. LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. w' CITY OF TUKWILA ~ee 93 Department of COL,iunity Development - Permit Cente , • ti a 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 ` 1908 I (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER _ Tr0f .e5h 0� _ SITE ADDRE S r �,_ SUITE NO. e9S_0i15 ,�,�i� W 5 INSTRUCTIONS TO STAFF Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. O Plan corrections shall be completed and approved prior to sending to the next department. O Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. O Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DATE DEPARTMENT DATE IN REQUIREMENTS / COMMENTS BUILDING - / CONSULTANT : t. -J Date Sent - y• NS Date Approved - initial review y�� -y5 _ ROIJTED)) g5 - 7 - - 07 FIRE PROTECTION: Sprinklers - 167 N/A _ rs iN FIRE �� — ✓��`- j -FIRE DEPT. LETTER DATED: /c; INSPECTORS �Wt i! S/ � �t,�, IINITJs'��� ,T -�C -- s -n ZONING: IBAR/LAND USE CONDITIONS? ( )Yes [jNo ( r LANN lNG 6( G(Zel4C- FERENCE FILE NOS.: INIT; MINIMUM SETBACKS: N- S- E- �' W PUBLIC UTILITY PERMITS REQUIRED? P"\Yes ) No C)/Sl i - ! Z'/ /Yf PUBLIC WORKS LETTER DATED: WORKS INIT: • •Lt , tai -■ ti ;. 1 [. ° illE/111 5- KZ' O OTHER INIT: g / TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): KBUILDING - �r 7 � T � final review INIT: Y `) Y = `'r OYes CI No (99 I XBUILDING V3)45- OFFICIAL INIT: REVIEW COMPLETED AMOUNT CONTACTED OWING: DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: � � l (init.) 1 I 9 3RD NOTIFICATION BY: (init.) • 01/00/03 r ya BUiLDIN -J PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT # DATE (206) 431- 3670 ��5 ' �� BUILDING PERMIT FEE as PLAN CHECK G � PLAN CHECK.FEE N U M B ER �� 0115 BUILDING SURCHARGE: . : A P PLICATION M UST .BE OTH ER kk.EL� . OUT` GOMPLETEL Y .TOTAL SITE ADDRESS . SUITE # VALUE OF CONSTRUCTION - $ ( 4.0- In lt-l'g tr? a I WI l J �o . ASV , /To 0. 01) PROJECT NAME/TENANT ASSESSOR ACCOUNT # C� (kW /V1Thth ert d. / 77). desk trw /U,;3D-¢ - G7044- - TYPE OF New Building Li Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: / S �- /� , I ;L ' ,$ ' rif k BUILDING USE (office, warehouse, l Le. eb (Ath out NATURE OF BUSINESS: S/i1 (ri,() (2h WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 27 4 vS Tenant Space: „37, 4o S" Area of Construction: 7,4_8 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Z1 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER (i fh n & t (� ij, ' I I PHONE jAq ADDRESS � I Th p ►' � S ce a_ H' Le ZIP qs /L7j CONTRACTOR /' �� ,, I I n { � � PHONE .-7 "-7 9 _ c j q I ADDRESS I, 4 r 0 ` ) h �l +. 5 . VV . ),0 L.�'�' ?17 1� � G[ ZIP G D .� 1,, WA. ST. CONTRACTOR'S LICENSE # S' (/ D I 0 pit, 8.s EXP. DATE � / D el 4, ARCHITECT / AV a V) h ! _ r h �" r I . PHONE 4 o �f ADDRESS ' 9 1 _ U ' � ` � a--14-1- ZIP qA (� I ;; I 'HE . EBY >:CERTIFYTHAT: >l:HA..E � EAD::AND;.E B E TRU AND'.CORRECTA �� PRIZED TO A PP Lr FOR THIS PERMIT BUILDING OWNER SIGNATURE '7 1 DATE x/13/ (.C OR AUTHORIZED PRINT NAME t aV i cL /` .e /„ L _ PHONE 433 _ A e q - 7 AGENT ADDRESS / (�- y n ki , J , b e CITYIZIP a ff- q I cog C ONTACT PERS t� Gl vi. CL k 2 J i u P HONE ! q A PPLICATION 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 431 -3670 prior to submitting application. In all cases, 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 architect/engineer, 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 Depart0¢Ig1Qommunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED CITY OF TUKWiLft DATE APPLICATION EXPIRES 4- n - 06 APR 1 7 1995 i 0 � — qL3 idaTtir PERMIT CENTER LANDSCAPE IRRIGATION Permit No: PW95 -0130 t. ( ._ Issued: 07/05/1995 Status: ISSUED Approval Letter: 06/28/1995 Project: GATEWAY N -BLDG 7 Expires: 01/01/1996 Site Address: 11621 EAST MARGINAL WY S Location: 11 621 EAST MARGINAL WY 'S, BLDG #7 (TRADESHOW) Parcel #: 102304 -9044 Watercourse: Wetlands: _ :-,lopes: N Sewer: VP.L VUE Water: 'SEATI"LE Contractor License No.. TENANT TRADESHOW OWNER BEDFORD PROPERTIE'S INC`. y . 12720 - GATEWAY DPP ..' . UITE •107 EP TTLE =',.WA 9.8168 CONTRACTOR 'SGA CfiRF'ORP.TI(� ...�., ".° .- : (206)778-2191 Ni ;.•.....; r . °' ,� ;F,,ho�n � 6414 204TH 'ScT :S.W, STE. #20.0, llYNNWCf0D, WASH aL'UuE CONTACT SGA CORPOP`AT,Yf)N / JROBERTs H'AF� Tr. : ` � F ? hori ''..!k. ' , " 778 -21 x1 6414 204TH >ST : W`+A3 S�T LYNNWOOD WA I1 981L:6 ` I`, r ,k e. k k 'k :4 4 4, •k .4 * * 'k * * * * * * *.*;k* * k, - •k .k . ‘;k k 'k li k 4 4 * *, * 47k .; 4 4: , 'A"'4:ik.;4 ; 4 4 * 4 4 4.4 4 k.4, 4 4 '4 '044** 'A k 4 * * * * * 'A 4 4 4 k Additional Permr3' t'-::ion:�.'r J. " ` < ' ;., ti C r r ' •:� L N ! R ; `'1 N1. I �''' L'• APE h�R I f F <, Existing 'Squa ` "`�t , x , r + . i :'. Add iti one 1',S e ') F ee \ tZy New qua't;,e' F,ee.t. 37485 '.;.• ..{ z.• r 1 . ; •.F .', it :,'`, 1 \;'�.\ Inspect'i.on l=ees': :•15 . 00 , j . - '•,. � ' ' ` Acct.. N��. ,4.fJ1, 344.400 Plan Check: Fee : 1L1.. 00 Acr. t `'No'' ,000/'34 .830 TOTAL FEE',:. ' 25.00 .r: I•.1 r,q C CrL n t l'ua't•i�on . 'Ja 1�ue 'ot.Cons true, ti orl' ;( 000.00 k 4 * * :4 * * 4 'k * •k * 'k :4 ',4.'k. * •4 * A 4 'k .'4 `k 'k I k '4 4 * 4'k k •k 'k; 4 * * k 4 •k •k )k 'k * , *'4 '4 k k * 'k 'k * '4 * * * * :* 'k ' ' ,4 y4 'k 'k' k � ) 'k '.4 'k 4 4 * :4 * I hereby acr this, 'pt mi t and' agree= 'toy 'ab a 1,�1 applicable .ectionS of the City of Tukwila Miinicipal` Co_i1e: ..We. a�gx�ee •th�a.t..the•Cit;v of Tuk:wi shall be held bar'mles' tor? aa11. any claims ari's"ing `a'= #._xe.s,.ult of thls proj t. J , Permits which have1a. ed beyond the e,:pir,.�at�icn,. date ;ha11,,;'requ,irwe a,• f , re- applicat'�oh and'r�eics!fance of the per. it' thr�:ough's. Ci•ty.,.a.t an .additional foe . , . . THE APPLICANT :MU'ST NOTIFY` CITY INsPgCTUR:.QF,•,:COMM ANDi;;,;C.GMPLETION OF WORT, AT LEAST, 24 HOURS INS �{\DVANC•C . '• TO SCHEDULE, AN IN'SP'ECTIOKACALL . 433 - 017.9. • SIg natu r•e C • K ' a < � Date. � ', <.:: k * 4 'k k 'k 'k * k * '4 'k 'k k * 'k k k ;'k :4 'k 'k 4 'k * 'k •k k * 'k 'k '4 rk` k ;k k' * ,* •4 Th 'k * 4 k k 'k * * k 'k , * : k,:4, * -`k * * '4 * '4 * •k 'k * * :4 'k 'k * 'k k * APPROVED FOR .'S'SUANCE BY ' 1 15 Issued BV. -- &I 1 - _ /t - -_:_ _ -,- Da ?te;'- ��� - -- Au • io ili zed Permit Ces erg. ,5; - na`t ,_...r :` �- k *'AAkkk'kk*'k'k'k•kkk k*k'k*'k'kk'k'.kk,4'k'k'k' • 4 4kkk* k*• kk' k' k' k' k' kk4: 4' kk' k*k4'k4'k *k'k'k*'k*'kkk'kk*'•4kk'kA I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector 'Signature Date • . . . . . . . ' • . , . . . • • . , . . . . . • . ' • • . . . . ' . . . . . . . . : . . . • . . . . . , - . , . . , , . . . . . . .. . „ . . . . . • . . , . . • • . . . , . . . , . . „A . ,....,,.. , (. r . 1,..... • CITY OF TUKWILA i Address: 11621 EAST MARGINAL WY S Permit No: PW95-0130 Suite: Tenant: TRADESHOW Status: ISSUED Type: PtilLI Applied: 05/03/1995 Parcel #: 102304-9044 Issued: 07/05/1995 ******A Permit Conditions: 1. It shall be verified in —v.144tf4 Inspector t.-----, . • that the landscape,i-r..,iiici n atio system contaa„State Department of Healthproved. double :. check vally..elassembly. ,,...„,,,, .. ,, q c. ,,,,. Ifr - 4....'411 This sha 1 1 be doWe'"pr i or lit o.,% the: Final Inspect i on- .;,,,,10, • 41.'-''' ';•7 1 li -.. '''....?, A ; ', ''• 0',','''. • '..-, 47 ,`,.; . ., p ,..7 .,..'" ti , ''''.,:', ', .‘,., — 4',, <4. 4,`, , ''',',.; ''' i %''':'. 3 . , '1 7, - Y; ...!!.,'•• . , ',' '•'.!•':, '': ' 4 : '",.. ''''. t .4" ' ... t. ' , • . .., .. .,... ■ i' ;,,,' '■ . t 1:. .• : I, . " ''' ,..4' '' . F , i,•,, ., .. -., ,., ff ,ti: K ,/ l,,,!,'''.'%. "' r.„ . : '. , , t,-, f• ;,,,,,„ 0 :.), " 0 , , '4;.A ...,.. • . , .•, * •:,,, ,p' . ,•. :e . ' ',- ,, ," '" . . •1 4. ,,. P. :1.71'5 i r '7,,,,,,e '''.' 9 ''J' );'''' • '...,, ...,WZ.- / : "..'..:::„. ''''. ."'! q : k , .. '" .-... ,, .;e; ,s ''''' e,k 1 ( ; • 0. ± , # ,'!,!.. ' ;; `.:, ,,'.■ „, ..... #, ''' t';' .-%,,., '" • t tl ( i i. i 9 ' , , f ,,..„ 4., 1 # , ;,,,...,, ; ,, .V.ifq 4., 4 44.1'.4... ' , /.......,...,, ., ' ,:;.( ,,,, ,..0 ( $ "? I i ■ x:1, el '%;' 4 ,1 ',$„, ' ''' ''' 1 ''' ''. ' '',' ' i ?.. .• .--”- :4' 1 i.'; $ f '4 ■ 1 / ../ . ;!/., I / , 1 ,,;.:,.,: ,, ,,.,,,,,..\,, ,.:,''', .,:',,, ,l' -",....,...., "'",• 1 .;:., : ', „ 'i y.: r., , -, , !..fl ' ', 1„ i: '' 7 ,%-/ , ,t , 4 IA .. :', " 1 ° 0 j il,t4H f , 1 Y. '!, 07 - ,.. ,,,c., , --" - - -, --.4 ,. '4: ' ; ..,, 4.) 'i '' , i. „dleusial' 1 1 • ...7, fi) ,. .,:, 1 ' t 4 at i t . '" , ,, , • ',..6 0 ...) ' 1: .6.,, . 0 0 i 6 . \ . ,.„-g• i „ A • i 1 * ,., ,1 41.4 " 0 / ".1:'. ''. t t4WA t r 4 .9 6 44 4 ' tv t „.„ . ,.:9 0 „'1"4 ./ •i4,1 :. ;,! '.. 't" ,, ',..'. -.... •;., kt" 0 „ . i.% -.. ''''' ' .'i "f; "., '''' •f,., ,,., ..i. *,•,'„ . ' ' '•• • •■ • :` , A '142.:*, ,,,,: • i ,,,,, .,.. „ .„..ft ... . , ''''':•,:-‘1,4"vc7.:',..-..„. , e, , .. ,.7. 11 - ., )„,.4 ‘'"-...\--- , 47.L: , , , - ...- , 4. - : , " , 41.,, ' . •*.jr:::::''''" . " :,..',"■ . , ...c. ■,,:,..,, ; V , , ; i , ,, ‘` ,, • ..e...... . • ' ' ' ' ; ;-;" :::' ,; .-. ';';; , . , • , • . . , . . . . • • . . . . , . . . • . „ . , . • . . . „ . . . , . • . . , , . ■ ' , ' . . ' . . . . „ . . . ■ . • 4 : " . . „. . . . • • . . , ; ' • , , . . .._ .. . .. . . ,,. „ .. ... . . , ...,,..... . .., STORM DRAINAGE Perm i it No: PW95-0131 l ( — Issued: 07/05/1995 Status: ISSUED Approval Letter: 06/28/1995 Project: GATEWAY N-BLDG 7 Expires: 01/01/1996 Site Address: 11621 EAST MARGINAL WY S Location: 11621 EAST MARGINAL WY S. BLDG #7 (TRADESHOW) Parcel #: 102304-9044 Watercourse: Wetlands: Slopes: N Sewer: VAL VUE Water: SEATTLE Contractor License No.: TENANT TRADESHOW ....._____ .,.._ OWNER BEDFORD PROPERTIES INC.::.- • -, . -.„.. 12720 - GATEWAY D SEAtTLEWA CONTRACTOR SGA CORPORATION „ i ,,,, -- -;.' , Ocr.0.,e: (206)778-2191 6414 204TH TV'SW'.,•,,STE, k706, LYNNWOOD,pWASR8636 CONTACT SGA CORPORATON '''' ',!, ',-- ,' PI , 111 778 6414 204T $W LYNNWOODfb WAs:kH k9803,6, 4 s. 4 4 'A 1, 'k * * * * * .k * * k .4 le k .4 **VI; "*".' * • .4 'I '4** : IA * * :k '1(. 4,44:AA 1 4 i A * * 4 .4 k .44 *0.q p .4 * * ky;, . k • 44 . A .4 14 .4 k * k 4 * ** A /'Aei.,,' 1., 4f ' . 0 0 , etu " i6N Additional PerTADe t. '• t STORM DRAINAGE FOR NEW BUILDING"-i k 4 1)i Existing Squa(4 '''. ,., :[. '.'-'Additionar,Scrifar0. Fee , . • New S q war e Feet 37485 ,..,' i., :.- ,,,,,,, \\,;:•‘',, • . - . ..., „„. Inspect F,0e.. . , . - Ace t'.„ No': .,412P342.4100 ..:.. P 1 an Cliek Fee '10.00 •1= ... Accti\lo': 000/345i,830 .. .,•, TOTAL FEES: , '• '25.'00: • _ ' .,:•,:: t• .,,, : . . . • .. ' . . , . • , . . . . ... . . . . . /.- _ . . ..- __ - _ . King Countykyalvatton: •- , . . . . . „ Valiie.of.Xonstruction: Y,Y .00 ****** 4.******4 44*444***6(**.4***A***4*4k444* .. :,;; I hereby aCCept.C.hierMit and' agree :to 'ab:cide...alI applicabl'e s,ep,t.ions•:of the City of Tul*jla Hilnicipal" agree.. of TuKWft* sl01 be held harmless for, 4,11'or any claims ariSing,:aS *..T ofthi*grbteq. ... Permits wht,ch' ;) „haveapsed beyond the exPii .. s . ,hall:) - equ ' .4) - e elf re-applicati and reiSsuance of the permit:thrOUgh‘te City,..an additional fee. • . . . , THE APPLICANMUST NOTIFY 4,1-1E CITY INSPECTOOLOft,00MMENCEMENT ANDbOMPLETION OF WORK AT LEAST.7,24 HOURS fl\PADVANCE. - TO SCHEDLILE,,AN INSPtCTIONALL 433-0179. ' , • .„, . . . Signature: 0. biH a _ 1 _a 1 - , . . _ Date: /* ***** :.,, APPROVED F00 ISSUANC- ty,.=,.-tiqi,:, , . .. / ,. , .. ,,,.,,,r.;---;,„,- • --- -...„., Issued By: . . A 1—`2:— L.-- 4 _ f ,._ . . ' .,, ...— 1 Aut lrized Permit Ce er k441,k1(*lik******• .***************• ***k**kk*******k********************Akk***k** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: inspector Signature Date • • �; .. ■ .,� .,1 l t \ F \ CITY OF TUKWILP. • t Address: 11621 EAST MARGINAL WY S Permit No: PW9S -0131 Suite: Tenant: TRADESHOW :status: ISSUED Type: PW -SD Applied: 05/03/1995 Parcel #: 102304 -9044 is=sued: 07/05/1995 'k 'k 'k 'k * •k 'k * * k •k 'k 'k 'k 'k * 'k 'k •k k 'k 'k . k t4 . •k 'k 4 •k •k •k '4 * 'k 'k * * '4 k 'k 'k '4 * 'k '4 * ;4 '4 'k 'k •k 'k 'k 'k :4 . ;1 'k k 'k 'k 'k . k '4 'k 'k '.4 'k 'A '4 'k ;4 :4 k •4 Permit Conditions.: 1. Temporary erosion contras me.asur,es �sha )`1 b'e, . , l mp l emented .is ' the first order of,.•b:u in.e s to prevent ^'ed1 ert•ation oft - s.ito or• into exi:st:i;ng*"'storm dr•a:inau ac • '. fi1iti.e .' ;`'� : - t ^ .,� oy ' . .. , , ,, , % ,,, ti P , q , ti. ` ' tiF, . j∎,`tc r , � ..,.� S +.,,,'t C � ... , ! t , , 4 i 1 1., i 1 1 ,i's ?,'..;:i„,,•,... '' .. r', • ff ` r, 3 , 4 LS:, .. • • ' \ / ' / / . ''', `- f ' ,.,.. V " Sr t . .7q it / C ', • is , ;:. .//'-'; �.. :, { �4y4y 14 � F', 5 , i .• .} q S.;,''.,,...e.- a f t i; WO' �, rr i ! 1 i S y nr WV , , �! ( '::at, ,M x e •'�y, yv. .....,."`.�,„ +f�^�['S 'y .,�'`r+'e'7n e „i ` �� r • 1 r s;' f r rr !` `} ° h . . �'� raXJC�+;?C:�.L.F � t .,, :A ' � tt ^ �",� i 1 `SS` P-,. ` Y i` .r� M /(( f Y; 1 y1 • ' • ry) 4 1 - 0 S 3. n I t ti, a 1 4, P,'> {. ;` e * ti '' fi r a " x '' . r r ' " ` �., ; .a:�3r FY `� '4i g}f'�q,, >L�” ++y}h�!' M h. • • • ,. .f ,., - C:) - L/1 1 `C A ic? ►ion cj- 00 of J J . - ." . • ••• 1 ,9 City of Tut vita PIS PPe� 1 "o '' '� �' ' Central Permit Syston — Engineering Division 1 , '' ; o 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 PL, J Q S-0177hane: (206) 433 -0179 ` . _ UTILITY PERMIT APPLICATIONi PROJECT Site Address: III, 1 9 / -t/ 4'v v h„., 1 1,1,62/ INFORMATION.: Name of Project: c. f ' - . 1„ - k ,. . ► Pro•ert Owner: 0 - . , h.,- Phone No.: Street Address: Cit /StaterZi•: En•ineer: , - A. ,I, ■ N. - ' _„ S Phone No.: S - 6a.2 Street Address: City /State/Zip: Contractor: 56 -,4- ii eat, Phone No.: 776'. / Street Address: c • . 4. S c,i City /State /Zip: tic,.. -d jec King Cty Assessor Acct #: Contractor's License #: 56-46 •P 4 j?.j Exp. Date: PERMIT$ < :; : ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑Private ❑ Public R ECM E$TEi) : ❑ Curb Cut/Access /Sidewalk ❑ Storm Drainage ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: ❑ Street Use Y W ° _ o g ❑ Flood Zone Control ❑ Water Main Extension ❑Private ❑ Public r1 3119 � ❑ Hauling 'J ❑Water Meter /Exempt: - No.: _Sizes: and Altering 7 `� - cubic yards P.2ELt��Q Deduct ❑ Water Only ❑ ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: . Sizes ❑ Moving an Oversized Load ❑ Water Meter / Temporary: - No.: — Sizes: Est. start/end times: Estimated quantity: Date: Schedule: ❑ Sanitary Side Sewer - No.: ❑ Other: • WATER ':METER; ; `< Name: Phone No.: :,. DEP.OSIT / <« '> >: : ' REFUND /BILLING Street Address: City /State /Zip: MONT:H L : Y.: < <':s< {; ? Name: Phone No.: SERVICE:: ::BILLiNGSTO.. Street Address: City /State/Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION OF `PR T OJE :i ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums JCommerciaVIndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: ! MISCELLANEO U S`:' 0 New Building ❑ Remodel/ Square footage of original building space: INFORMATION; Square Addition Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 1 HEREBY: CERTIF.Y:,THAT:I . HA VE:: READ.. THIS: APPUCATION ::KNOW THE SAME TO B TRUE SAND, CORRECT < Applicant / Authorized c Cont Person / / Agent Sign ature• / (print name)• / Print Name: Ri , - ,-V- Address: G i'// � Ith 57 <0i. Date: Phone: �. am , Phone: 7722c/ / Date Application Accepted: - I Date Application Expires: 04/22/92 ..... •• • City of Tulav"a 1 Application # vr...e ..- .0.,-. • * ...z./,‘5,.., ( .,..%., i. , 1 ,.. Wieste i m c ;\ Enfile Division L ( er B v ., Su te 0, Tu kwila, WA 98188 ' Phone: (206) 433-0179 • '. ,:s..-.... .......... .....*./APR 1 7 1995 UTILITY PERMIT APPLICATION pAiff-Gy3( ... TUKWILA PROJECT: Site Address: 11()21 5 4— A ' • ,-- , 1 1 /a "VP F Name of Project: - ° / 4 t„ . - -, t „ Pro • ert Owner: w. . , AA GP .I X Z-t• Phone No.: ,P.' Street Address: 4 PI I " — ' - '' Cit /State/Zip: r Engineer: •- v • k 0 6 sr p. - • s Phone No.: .25 -6 ..."),, Street Address: (02./5 7,24 4 1 - 49, City/State/Zip: Contractor: 6- 1 ._ . Ira • ' ''., Phone No.: 77 Street Address: ... 6 .... 911.1ay . 12-"ScLiate/Zip: King Cty Cty Assessor Acct #: Contractor's License #: Exp. Date: PERMITS ::;•: 0 Channelization/fLtriping/Signing 0 Sewer Main Extension ED Private 0 Public REQUESTED 0 Curb Cut/Access/Sidewalk 2g:1Storm Drainage 0 Fire Loop/Hydr. (main to vault) - No.: Sizes: 0 Street Use .. . - 0 Flood Zone Control 0 Water Main Extensbn OPrivate ID Public Rugs 0 Hauling 0 Water Meter / Exempt: -- No.: _ Sizes: P/A/ cis-0 131 D Land Altering cubic yards Deduct E] Water Only E] 1,j4 ,, , kit Landscape Irrigation 0 Water Meter / Perrnanent- No.: _ Sizes:_____. • - Qr 0/2A9-(1114 Moving an Oversized Load 0 Water Meter/Temporary:- No.:___ Sizes:_ Est. start/end times: Estimated quantity: ' Date: Schedule:. 0 Sanitary Side Sewer - No.: • 0 Other: WATER:NIETER:::::.q:::: Name: Phone No.: • DEpostjt:::::::;:::::::::::::::: REFUND/BILIING Street Address: City/State/Zip: 1■1■1111.11111■WEEMINII M 0 N T !7 Olgi■1:■.■:0:::1.:i;I:':::■.■ Name: Phone No.: SERVICEi].:::::::;::;::::::::::ii::::::::,::,:::: BILLINGSTO!i Street Address: City/State/Zip: • 0 Water 0 Sewer 0 Metro 0 Standby _ ,P ESC FiiPt I 0i4::•:0::.0 ECTegi: 0 Single-Family Residential 0 Multiple-Family Dwelling 0 Hotel 0 Duplex 0 Apartments 0 Other: No. of 1 Jnits: 0 Motel 0 Triplex 0 Condominiums 0 Commercial/Industrial 0 Office 0 Warehouse 0 Church 0 School/College/University 0 Retail 0 Manufacturing 0 Hospital 0 Other: " .-::•.- ,•''' :''''''' ...' El New Building MISCELLANEOUS.;:: 0 Remodel/ Square footage of original building space: Square Addition Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 101■11 1 HEReBr'CERTIFYTtiArtilAVE..;.REAp77 Applicant/Authorized - i r / Contact Person k „.., A. n.. r .rint name): Print Name: • 44, si- /la r 4- Address: Date: - _ .. s --- Phone: J- d Phone: - • 1. " If Date Application Accepted: _ n _ olit_ t juz j2225 222af i LDlication E 0...... 7 04/22/92 PERMIT CENTER I TRANSMIT Number: 94002561 Amount: 25.00 07/05/95 16:28 Payment Method: CHECK Notation: TRADEGKOW CUNVEN Init: SAO Permit No: PW9 »0130 Type: PW• -LX LANDSCAPE IRRIGATION Parcel No: 102304 -9014 Site Address: 11621 EAST MARGINAL WY 6 w, Location: 11621 EAST MARGINAL WY S, SLAG #7 (1 Total Fees: 25.00 This Payment 25.00 TatFt1 ALL Pmts: 25.00 Balance: .00 A*A******** A** 0*' k* yk******** A*• A * * * * *A * *A* *k ** * * *fi* *A *AA *A* *AA * * * Account Code Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 401/342.400 IN$P FEE - FLH /LI /WME 15.00 ' TRANSMIT TRANSMIT Number Amount: 25.00 07/05/95 16 :29 Payment Method: CHICK( Notation: TRADE SHOW CONUCN Init: SAO Permit No PW95 -0131 Type: PW-SD STORM DRAINAGE 1 Parcel No: 102304 -90.44 Site Address: 1162i EAST MARGINAL WY S Location: 11621 EAST MARGINAL WY S.,fLDO #7 (TROOESHOW) Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 400 INSP FEE - STORM DRAIN 15.00 { 3..a. .. ....r s.r. rte.. f... ... , . ?r.. .• l.h�l. a., A',l.t.r.r1...,, ..r .. ... s. + .. .r. 1 ,..... Amount: 3 109 . TRANSMIT Number: 94002553 00 06/30!Q` ' �' 03151 CHANGE 0.00. ' / • 3993A000 15.52 Pa ^ymen Method: CHECK Notation: CHATHAM COMPANY Ini : T40 Permit No: 095-0113 Type:- B•- BUILT? BUILDING PERMIT Parcel No :. 102304.904 Sites Address: 11621 EAST MARGINAL WY a Total Fees: 7.257.90 This Payment 3 Total ALL Pmts: 5 Balance; 2 Account. Description Amount y (;, 000/322.100 ' ` ,• zr. e .:r RETAKE OF PREVIOUS DOCUMENT • " ?fi `�:a„ rti'!:'.,.,7r!�. • :�4; t'... ' : -'. i+ rm•',`•!�l.Fo, ;M IFS M r ,r.. -.• y . t ,;..: i F7w.. j.yYnrSrjs�jd,., • � r S. ti NA ;JJiP�' A . ' ..� „rn.. / ' 1•'^..,' I�Ii ..7h�'r*.r•t...�l.,t�tir.r. le.,�l i{ ��• ?•� < - �.' :t sA'M! I y f'f,�"'��' -� < '� .t=. �,�. I: r• h� 'r;' +r _ '.0 jF ,, .,.r1,c i3 i. .,,1, but �'' ! K9• ' C f -1011 0 h+***• A* h• A********• k* A*• h** * *hk** * **h *h *•k•k*k4 * **k * * *h•kk * **44 *hh *44 CITY OF TUKWILA, WA 1•pANSM 1 •h ** * * ** * ** k* * * ***4 ** * * ** *** *A* 4 * *k**44 *•k•k *k*•* k•4* * * * *A ** k4 4* TRANSMIT Number: 94002562 Amount: 25.00 07/05/95 16:29 Payment Method; ` CHECK Notation: TRAt)CBH0W LUNVCN In i t: SAO Permit No; PW95 -0151 Type: PW-SD STORM DRAINAGE Parce=l No: 102004 -9044 Site Address: 11021 EAST t4ARGINAL WY S Location: 1 CAST MARGINAL WY S.,BLDG #7 (TRADESHOW) ',.. 1 ~•' Total Fees: 2 3 M 0 () This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 14.“******** *•k ** *sllktik`k***A* *A **A* * *AAi* ** *A* *fir **•k1 i*i ltirA *,l *Illk * *** Account Code Description ! Amount 000 /345.830 PLAN CHECK - UTILITY 10.00 412/342.400 INSP FEE - STORM DRAIN 15.00 ■ ""t 4-014i 4 , N*Ak*k44.4r*A****Ak***kA***k***kA*k***k***khA*hk**4h4cA***kkickAA**4.1( GENERA 3109.00 TOTAL 3109.00 CITY OF' TUKWILA, WA TRANSMI1 CHEM 3109.00 TRANSMIT Number: 94002 CHANGE 0 553 Amount: 3 06/00/6.15 Pawment Method: CHECg Notation: CHATHAM COMP 39W1A000 15 5.. Ini: TAO ' Permit No: 895-0115 Type:. O -BUILD BUILDING PERMIT Parcel Na : 1023049044 Site Address: 11621 EAST MARGINAL WY 5 Total Fees: 7,257.90 This Payment 3,109.00 Total ALL Pmts: 5 Balance: 2 ***A kA IcOrick****44.**kk***—kk**A*******A4t***A 4.A ir*.kkkAlrik Aletirick A•A*ft*Itlie* Account Code Description Amount 000/322.100 ' BUILDING - NONRES 31109.00 . , . • • C) . • , . , . . . . . . . GENERA 2017.93 CIPt OF 'rUKWILA. 14i4 Reel' lilted: 04 15:50 TF/ANSMIT TOTAL 2017.93 o. #..A.A 4. ,■ .A.I.,.01.; ..n; A itii:**.k.11, .h.o, i;****.A.****** 4. 4, * 4,,s, 4.; o..k..,‘ * Alkyki■ A.A. .,s-A: 7 * is**4. I,* . CHECK 2017.93 TRANSMIT Number:. 940021.48 Amount: : 2,017.93 04/17/9,L 15:47 CHANCE .; 0.00 Payment Methed: CHECK Notation: CHATHAM CO LLC . Inqf4 1 : 91 R§.1P : 2067A000 16:32 ; PermitNo::1195 -0115 Type: B -BUILD BUILDINO TERMIT Paycel:NO: . . H • : . . . Site S 416 ST I : . ' • . • • . , .• Total Fees: 5 This Paymill.., .: .;2 Total ALL Putts: 2 Oalance: 3,10900 ..". '...';',; :•' -- ; . • , A.******1 , (144.“44(*A"i*****ik*.iNA**,■*4**11**A***1‘***.A.****ItAA.**k******** : ' , • Account Code - -:::•,:; -DestrfOtion- : - Amount 1 . 000/345.(390 PLAN CHECK - NONRES .. ' ': 2 ;•:,.;, • . .., .,.•....,;.. •. „ .. • . '''';:-..'.;-':'.., •;; . • ..,„ ' • ■ ; . . . . , ...., , . . . • . • . . • . • . . . . . . . . • . . ' . . • . . . „ „ . . • . , • , . , . . . . . . ... . . . . .., ' ' ' ' ' . . . . ; : " • ' ' . ' , ' „.17 . ..' .,.. .. . . . . , , . . . , . , • . I f . „ • . . . . . . . . • . . . „ „ . . , ,. . • . „ . ' " ' , . : : . . 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Date Wanted: 1 ` _ 1..i _ �� , Requester. - } IA (� e2 Approved per applicable codes. ❑ Corrections re • uired prior to approval. + COMMENTS: �� . , ter■► - Ii • C iad '17 Ai ' /gar ../i/...4_-.... . - / .D 4 A i Inspector: lip • hate: 5" , AIM/ ❑ $30.00 RE NSPECTION FEE • EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 4. I C5...3: tit ..,_ . ,13i_ : s4-- t.'4 3.' F7 f'a� g . .LIC411ki.f)..: +:!?° l �r' "Airrk .''= i3:.,- 42t,mtie!• „..... ... _..... .v v: . ...... �. �. r. wr.. w. v�.... �✓': w. r.:+. Sia+. 2Y.. i. L.%- A' J:^. a ..t....w:4it::'.W'.:.t:•�t.'.:: Yi:✓`.a >ve'.. `.:::.=. x: ti' G•. SSl3.`: Y:.: 4 ti' lY�".. A "4..�:.`.'.��.::LR:'e:L�"'.: :. Se: Pr.,l'.:'sr:'li :t INSPECTION RECORD w -° eqs Retain a copy with permit 0115 • . • ` ` •. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro + • . , ress: 1 ) e 1111 :.: l 1 �5� n1UYr nal Special Instructions: Date Wanted: am. p.m. 0,,)C(� ` OI �' � Requester: Plane No,: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: `r °iL4.rcw6�.:1�1.Q,7w'y-r,N7t .. .. .. .. _. .J„ •� % _'y 'W�, ` �;'i ,f(;. u- wr+ u. uw. wwr.« w. w. +wwrwr....a+.�iut4XYw4:.i.ru:i' F.: V. w.. ) INSPECTION RECORD .- Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I \ (206) 431 -3670 IA P • e til �. MARC11 N A L Date called _' s o 1 S l�strua ons: Date Wanted � 4 r 16 am pm. , Requester. - m Phone No.: 24 033(0 O Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' O , r, i ri Pu b c (c., OJT 1c Fi ,QAL z� dArwr) i oLA ,,itJ1►JP� APP(LovAti 4, • • • t• nor' n cf ' r O $30.00 REINSPECIION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. { s.. a.n .s.:. 'tf: af:1�P�.... 1 I:. 3 . ., . ✓. , e.*: „rh ; itkiat i! i-k4% ' tl La61 . • To G , • Li INSPECTION RECORD 'Li/ Retain a copy with permit 011 _ 1 v CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • • r . : ; ypeo OA) PLAtN) A6 AdIrlr. v. pievo1/4R6..1 Aim_ Date Wed: 1 1 _ 5 Spec.allstnictions: V41 S Date Wanted: .717 t i'5 am. p.m. Requester. Phone No.: (Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Ari5(40,9-.../ c (sit/rt et 6/4/4-Ithi .4)7747ic4 e • , ns f.frtr/w""" II: 1 3; 1 ..r7 , .* 1.00 NSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. E r5n4c) ' : , INSPECTION RECORD / 0 13 R e t a i n a copy w i t h permit A 0 Lc - I. PE 110/ ,II ia CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 767 n/ Fro vr 6 OCIT: Nclo vv Addross: , , 1/ UrCkt On- Date Called: 7 Special InstmclIons: c , Dale ated;—. • VI -ecA A/5" (t.D.m. Requester. VY) - ione No.: 4 3 33 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ns . .79 111 g, m 01, o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection must be Paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' a:•:7 1 ..: 0: r • • 0 INSPECTION RECORD Retain a copy with permit S ° . „. CITY OF TUKWILA BUILDING DIVISION S..' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ly • ik (206) 431-3670 ProlecUT s koir.) TYPec'yvVrnpv): Addre&s: , Date Called: 1VP I 6 Ma,v9ifrix Special nstructions: Date Wanted: frIbi aapin. 1 Requester i 1 miik Phone No.: 0 -- 3((2 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 'I 1 d-z s,40 )7,d / . /4e- 'A . 1% nsPect" Date: : 0 $30.00 REINSPECT1ON FEE REQUIRED. Prior to nspection,feernustbepaid aki 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. • , - - . • i ;A , I NSPECTION RECORD ! d 1'1_ Retain a copy with permit r it / CITY OF TUKWILA BUILDING DIVISION ! k 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A' 1 �' (206) 431 -3670 'ro:p vc , / P s O r , ype o ns•:pan9 L i Address. (/ �' / iN Date Calied:9 /S - r s' h / oi C1 , Sp . • nstruct ons: Date Want: • : a �. , Requester: Phone No: 03 3 (P ., a'4 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: J0 ! All l i iil: l :;r "4 r Dale f In . .r . J /. ti... ."..- y r (( ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at '',;k 6300 Southcenter Blvd., Suite 100. CaU to schedule reinspection. ,:: . � - ^�• n , r - ,........ ,_l.: � �,.�..a.._- ....:;•,:j... ...Jam. INSPECTION RECORD 5(5 R et ai n a copy with permit 0 1 1 CITY OF TUKWILA BUILDING DIVISION q, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 VD.- (206) , 1 -3670 •ro:« rN� ypeo ns.:•ion: � (�, i.� I �� acs / r � ,,,,, Address: A t f��a i �• 1 ' 1'lc` ( date Caged: 5/3, 1 `1 Special Instructions: S , Date Wanted. / '‘ �V R a. 1 -roes •q/5 c (5 am. •.m. M ry`, Phone No, 9 3 0.33G , :_ E( Approved per applicable codes. ❑ Corrections required prior to approval. , =' COMMENTS: 1 scYF E(-AC . (-- t c( f.,— 1 -r 11 `}.', 0 ,41.1 , ' , j.4 1 c? / ;.. Y I ■ t. • I } 4 5 t [inspector: W L Date: ci I cam s r -; ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 HNo ,` INSPECTION RECORD I L I 127 Retain a copy with permit 0115/ INSPE PERINI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ( • roje . roc ---- Trpepect cc) rict t Address; E abirco^c.( t, Da e Called: eat rs) !Qs C Special ons: CA-A s A am. equester: Ph°119*.: 9,L13-02g(--) 06-• Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1L , (.41.4,,,— A ru tF , ; iQ, ENGr. PLA/4-3 7 /rt-eco /1-1 SPec-1 „ „ St-te CI 4 l'oX(.3 P<",14 t Cey v. (-9 As Pcs 01/4 1 cA N.\ CA.k .P.61 t T\ 4.- 1-‘) ra A RA , 4 • c (614 O • U.) i LL. 1 IQ Ata.0 r 11 A9 t4L C4 A 00 N \F 7D • f ft-- f nspector; 91'e 31 11111111' ‘ o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pa tu` at 1 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectIon. Fieoekl No.: ' Date: , INSPECTION RECORD - Retain a copy with permit �' I , .�. fir CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 � (206) 431 -3670 • ro tea I A r. Type of Inspection: •• ress.j ) �: e mos(i pr Special Instructions: Date Wanted: CI ' �( F gym. p.m. 3r-4 Req uester. a r� Phon No.: ., approval , 7d roved per applicable codes. ❑ Corrections required pr to . CO MME App NfiS: f NS Q n c l ior �yl t G �1 nspector:�. \ Dale: I t � I ❑ $30.00 REINSPECTION FEE RE Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspecUon. • ecep o Date: V : N." INSPECTION RECORD ser ct• taia 411 • Retain a copy with permit , • . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j I` (206) 431-3670 797 h ouc ype o ns Fa:1 i rc Address: M 1 E al,toincv Date Called: e r Special Instructions: k) v y Date wanted: \ CO CA 1,-Nr■ )41. Requester: vy ... \ r ".-.5 9 cc . ■A519 Phone No.: a , .... 053(z, cs( Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Se‘ osecro.N._, AQ 0Aem a • • - • • I Inspector: ) ICIe:tiq . , • 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspecilon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. I Receipt No,: e: 1 -Ps-of INSPECTION RECORD CS Retain a copy with permit 0115 , . • •• PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 % %' (206) 431-3670 Type ot Ins. : Ion: 1 CA S kA) r , • " . ress: 1(02-1 E. :I no tAiy,() . "1 31 I ct Special Instructions: Date Wanted: 00- pour i-i. I C Orn. Pxn. Requester: 5pecia inyee-fi'oas Phone No.:Ck-- KApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 5 bate.4.4.3 , J-1.44,1 . 4 1 -4, 4 -4-4•• •• A Ara-- dsd qt) Ap.A • • • • • Inspector: al . $30 00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD /6S ` Retain a copy with permit q 0 1 S •• ` ' PERMIT No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . (206) 431 -3670 Address; Date Called: • 11 .2- v g'g,t th S .'I qr .:.� nstruct . , :,e " 69 rr, Four r4 41 07S u�S Requester: 1_ r r l Phone [Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: PFC1q+ = .1 . C i . ' V ti - t OGItAli CAA HA N, °A- A A 2 S r te " . rstIN 0.0 t S nspe or: � "bat Ct 3 9 x' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. [flce No we: 1k} u. 5 " s< . �:. tr ?•Nmi�:.�`s':��'a_,.'t'+�ci:Za. r`r'.^� -' ^:ice= ••k..�„_ ' .. k3t5 -� INSPECTION RECORD �� _< Retain a copy with permit �' t t ' CITY OF TUKWILA BUILDING DIVISION 6300•Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 4 ""17a: Type of Inspection: 1- C r i Ca aCSh0� <. 0r Address: 1 (0a f Dat Called: war i 0c, ( — 113114 . S Spedai instructions: kiV 3 IV) Da ed te W I —7: 000 \ E'_G . e31c2 ! q5 G,... Requester. I inn ape Q , ' n S ,p _Plow N _ `1 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS:. 5 S _ kr., ,-/#1,2„ ta. Z-1 ■ i j 44 Al Inspector: Dale : -,/ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at F. 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. o : —Me: • I MF Ian • INSPECTION RECORD Retain a copy with permit CA 15 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 1,i (206) 431-3670 to e . aeShSCA) ypi3 0 r1Sm • I as ress ikte : :1: 10195 : I V02.. I E dick \ Special Instructions: W` 5 t Date Wanted .for\crekt. 111c . //141cis 40... 0 0 eA rrN Requester: pee, 1°,1 in.s p o Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: a Al A • Lei • Ad C■• In • •I : Date: •-• NIP/ 407 . u REINSPECTI I FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: We: enofteft#A1.4...."...4> ' , . , 1 , , ■ , , , ^ . • z .... . _ _ , • - i...., INSPECTION RECORD Retain a copy with permit 6115 , ,,,„. . •.. CITY OF TUKWILA BUILDING DIVISION ‘4 k 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 ' (206) 431-3670 • Project: Tinnt (--'.-111:-/v - Type ot Inspection: ct. J Address: t t ryictiroliii6,1 v ), Date Called: 7 / '.! Special Instructions: c r e c. - - co ... kr Date Wanted: / / at 7 ; ooup-, - 11wa . 7/1 31 qs elloin. Requester ,i9ec ia I i n i ocls ( rn Phone No.: , aLiF)-03.3c-) 0 Approved per applicable codes. 0 Corrections required prior to approval. .sowes■ ', COMMENTS: 4 c e ,i,, ,,, '', : , Yozii•re'A 64.; /4 • . , Inspect : Date: , re.4 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at ' f 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . ece , , .... 17 e: 1 ..-.. r. ..—..., —...+ , . o .. ....,,.....,,,.• ,.. ., -,......,,, s.a.......... r a .... , • . . , , 4,.. ■ I, 1 . 4, .. ,.■ '' , , . n Ci) ' • • sr / INSPECTION RECORD Retain a copy with permft 9 01 1-5 1 . - • 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206) 431-3670 Projectt 6 (;\ t , s h , z)LAD Type of Inspectio :— . t air) . Address: Ura 1 e." WI C Date Called: J V'airicL \ 7 VC) f c (5 Special Instructions: ate W fed* /PC)3.7- WV S D i Welt .7/1a 145 a- — 7: 005m:17A_ Requester: v yv ..,pecici,..‘ l'itypec1 i p hone No cR - 033(0 , a Approved per applicable codes. kCorrections required prior to approval. _ _ — COMMENTS: - , ' 1 • S i a %.-- 1 e4-Tfirt)It— , JtAA.i (--, ,A,14,...— -- A A IL-, ts" o hi .v...rinc /-.I rs.76i ' 1 Per v t &NA), </e 1/0 1-0--val-- op"-f n kY" r-re isod rA f-1011? A (0 0 S\dt6 A Niv, A 'L }' u.) NA 6....SW) . ft. _, i 1 1 (.0■ %TV - W C.4 A CILV.....ilr OA CIL( A 4 -1 /14 l'I.K. WA-13 . Gt i v9 el cAPnr AO . . . A st-10,-,,P-19 ft-Ev, star.) is ii-cv...4 vit.*9 tctsit.- T14 E: _ iqP..._,.......- AsaJtaek lig•--. • - Tike 1111`1,. 1:>/C-. d k eel f1-'k . Z.LAA. trY1 P 1 .P. '.. A-F 4 etc0 . , . rInspector: - -. I.: e: . (Z t? L --A— 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. , .. ece . 'cm ,....s, . ' ,'‘ .:/, .' O. INSPECTION RECORD . Retain a copy with permit \. • - .1 1.. .-.,• fi r,. CITY OF TUKWILA BUILDING DIVISION `' t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ',' , (206) 431 -3670 roe p -� - C 5110` -�-) Type of Inspection: F I' }AC Address l + ( 9 e. VY1cir i rk t Date Called: y c 2_ (Y w Spedal Instruct ons: Date' ant = • : Cob i' i \ Cr eir.- eo - �� 6 (o _3n c' am. p.m. Requester YY\ y ! vr5 4-er ' E L) PhoneNo.: as13 --c 3 3(0 j' Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1 t AMR ■ A ' w Alo ` �r�ay6 /6, s • . , „. . , • ,_. __________ .... Inspector: �. . - / Date: a /P' _ / Or .. j, ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at { 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection. t, &moot l o `---- Date: , , -.. . % • Fireproofing Aggregates Shotcrete November 7, 1995 Concrete .:•._:, Masonry A s p h a l t Roofing P i l i n g S t e e l A.A.R. TESTING S o l i s LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING VV O O d NATIONALLY ACCREDITED LABORATORY File: 95 -291 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Gateway North - Trade Show Facility Address: 11621 E Marginal Way S Permit No.: = • -01 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Reinforced Concrete 2. On Site Welding 3. Nailing 4. Roof Moisture All work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated September 22, 1995, number 12404. Sincerely, A.A.R. TESTING LABORATORY, INC. • , i Kimberle Freiheit President cc: Chattam Company Richard Hudson & Associates RECEIVE David Kehle SGA Corporation NOV 0 8 1995 COMMUNITY DEVELOPMENT Tel: 881 -5812 Fax 881 -5441 • P. O. Box 2523, Redmond, WA 98073 ** "* 4% City of Tukwila John W Rants, Mayor ; 0 % ti 410; % Fire Department Thomas P. neje, Fire Chief .................... TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. r (.//s Project Name Address )J( 2— .0/1-)/1(-,. 14 C. Suite # Retain current inspection schedule Needs shift inspection ) Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: , nv'll Hood & Duct: Halon: Ai Monitor: iyt (Oft 1 tli Pre-Fire: Permits: t '( S t <7( IC° Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 575-4439 , CITY OF TUKWILA Address: 11621 EAST MARGINAL WY S Permit No: B95-0115 Suite: Tenant: TRADESHOW Status: ISSUED Type: 8-BUILD Applied: 04/17/1995 Parcel #: 102304-9044 Issued: 06/30/1995 lekk**************k*************Ak** Permit Conditions: 1. TWO ADDITIONAL BIRCH TREESSHALL BE ,PLANTED IN THE LAWN AREA DIRECTLY NORTH OF TH:NORTHERN 2. Temporary erosion control measures shall be implemented as the first ordercif--business prevent seOmentai)oh,off- site or intoieinqstddralnagefacillties. ' 3. Temporary erpslonA.cbtftrol measures sha 11 be ptgmeas the first/der,obOsinessotd1WeVehtsediM'egt4lon site or ApYo existing storm drainage 4. It shaWpe ve't? iri writ1,40t4fthe InspecX0 that ehe,fire to0 'Sysiemfor the burtdIn'W contains a PS,tate DepartmehO approved detector , double2,checK valve assetiibly, ': be done prior' to the Final , Inspeption.-: . 5. APPLICANT SHALL :OBTAIN SEWER PERMIT FROM VALVUE SEWER DISTRICT AND WATER PERMIT FROM WATER. DISTRICT 125. 6. No hanges will be ;made t'o,the'plans:t.iniess approved by the, Architect or Engineer and the Tuk1,41 Division. 7. PluMOng permits shall cbtained, through the Seattle-King,. County Department of Public sHealth:, ,Plumbinq will be inspectatObY that agency, Including all gas piping (296-4722):', ° L. Elecp‘ permits shall be obtained OrCugh.the Washington State Division of Labor and Indu.4,t0es:and all electrical workV011,be tInS by that agency,-(2,48:6630). 9. All m04han work shall be under separate ,permit issUed, b44, the Cttkof Tukwila. ,?Jti 10. All permi ts, iqspection records; and appro4ed 41ans shallAe( availahleat the job site prior to the start of any con- structionTheidocuments are to be malntained,nd able untiLifinal 'inspection approval is granted.,./ 11. All structu'r4i:concrete shall be special inspected (UBC 'L Sec. 306(a)16- 4 12. All structural'4404in9 shall 66:dOnejlyW.A.B.Ccertified welders and specfaWlnsRected '(UBC-.. Sec. :396T0 13. Bolts installed in 6i (UBC - Sec. 306(a)2). 14. 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, permit number and type of inspection being performed. 15. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 16. All construction to be done in conformance with approved plans and requirements of the UniformN,Building Code (1991 Fditinn) ampndpil. hnifnrm MAnhanicat.endo (1491 Edition). • ._- *. _.___ ---- - .....■... ,___ _ _ .....■......--- ..................,_..._ ,._..... 1 and Washington Ste e Energy Code (1994 Editio.n) ) - ' 17.• There shall be no \ of the bu i l d i ng tw (nt i 1 the, • final inspection ti been completed by the Trx +la Building o Inspec . 18. Validity`. of Permit." The issuance of a permit or approval of plans, specification:., and computations shall not be con- " strued to be a permit for, or an approval of, any violation : of any'of the provisions of the building code or of any - other ordinance \of the ,jurisdict -ion, No permit presuming to give authority t� violate or cancel the provisions of this code shall be valid. • ?i' '5 #`., iii ■ 7 f a r i a r °r, i•,,, 'Y"' t a`f't 1 ; s rr f , 4 .1 ; '' , � , Y 9 + + � ,n Erb ,'3 RY' f :*,4": ,fat ., A r. r k,� k r t , i �: ' ', ;S' r o, ti ) ' t r,4' f ` '. •"4• , 1. { - 1 . . �'; }:, - l �' ) , (,S r VI," 0.11: Ft r ` + :a 1,:' 1 ': t - 4) 5 . 8 6 * , . x �, ° , k { A .�{ r'P xr 3 . fit . >r „ , Ir. +� , , , ((! .. 1 ,(L tk' J 1'f. . 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OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE SEATTLE, WASHINGTON 98122 k 206 - 324 -6160 S T UC.TURAL C Alf ULATl a L . FOR • �U I Ll� l I�C� • GFl EWA Y NORTH /\DDI:1 Sl EAST .MAfC2!MAL WAY -__ \1JO IILL TNAVE 53•: a:TA T LE. , 1A /i • I TUT DiAv l f) I <E`N C I FECEIvED • a L7\1VL 1 yJ r1..: 4P 11995 1 "I�C�r \Il ZUC,- 43.1 -2 727 , ..._.;ROBER•F4OSSATTI ASSOC. 51 LC.r iw 1l ENC�i I K RECEIVED CITY Op TUKWILA FR ICHlARI) {tunR ._i Nlk� tSVJC.; :�T S I INN _..:_._._;. . APR . 8 199 LOS l? Tl� - NIE ' ... S U 17L ! . S fiL UJ!a: u I/Z PERMIT CENTER P I4(jN( t.0t, 32.4 .._ (9 FILE COPY ,g B. , . I understand that the Plan Check apprcvab cro , ( • 4 subject to errors and omissions and approval of plans does not authoriz.e the violation of any �� a:opted code or or & apt of contractor's' - - ,t„_14860_,, ..... copy of ap.. . , ., .SSr4NAL�' t By - . Date Permit No. RICHARD HUDSON & ASSOCIATES, INC. JOB � 7 Z. �J4 �G�2� CONSULTING ENGINEERS SHEET NO 1605 12TH AVENUE • • SUITE 18 C ALCULATED BY p LC. DATE aid 5 /9C L SEATT WASHINGTON 98122 206 -324 -6160 _ . -' _-�- .___ - w., P _. CI' C r L . .. l -3 ti•z? /6 -¢' .01!` a Ai. S r ,.. 1 : . _ 1.... i - 7 W . : .. ,... ___ _ . . ., ... t . ..... .. . . _ ' --- - 17 . :, 1 ( ' 0.... , .. T ._:..... . _ 6. : . : i_ w F 80� z7-!w. = ; /6! ( zs)z/ . --1 rr , ffON . ,1 M- '._ I . ._�. A i ' , 1, -iv,/ •,--- .I.. i ! ! G tit's !! 41'' .- ; iL�i S! /I ) ( /io , 5101 kg « ! ' V 1:. Z / C \1/, , . LJ / . rti _�._.__ .... _. i For /.13:acIc, - i"1or,cC L (2 . �5.s 76 =J . (7 lea- Pc.r)' Z.._ (s et. , T r ( °) rilArr' )' :- ._..�_ l ii-V "6i' i : 1 am' L_lSI'Y1 1 C : . , W - 4 /G3 7r ( 3 2.72 ) 5 - '/ / \(.._.- 313-r ( 5-?z_ ) 7 ., g 4i ._._. i 3 . ✓ f f:'' ..4 )(s3z) - 5t6' a ' cit" l z / 8c6 't, i -- -- 14, 5egs 4 9Li ( / C . 4 C"'" I IZd V Z ; 7.' 5 ae , .5" 2 4 -C) (��Z�) t /Cv 7 ' '� .... V ., � (-5 It!. .?3,)((5 ( J Z ! 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Z63e*'r. / /324x2' ..7. zzCet°f /o . cc t4�cav � .ire. „.;:./4 Aft /ry , 'J4 K 4 /3 u ((- .3:k - y.) - /NA/(, — ,, , -,: .4 t44.?.. A /.4 1U ,..4/ P...) Z X 1 RICHARD HUDSON & ASSOCIATES, INC. J ° /31. �� of 7' t:ov} 7Lr��y t• 4/0,e77/ CONSULTING ENGINEERS SHEET NO. ..5 ✓e 0 1. OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY trst_'L DATE Jl 7 /51' SEATTLE, WASHINGTON 98122 206 - 324.6160 S vi? P/400464 4/) : 1-0 AV CI i 7/0/ NF L KI --LC. //A it_ S 4i. 4 T 9ii0C ox/ � i Y we, g,4 cew0r,ef w /i.k v./' /4 G, Ft ! Att.i -" G c c .47 l s v, G .si4.4s /itire.. G-4 a/ r) . */4114c f rf. c/" 41 / 4 - PC-S - = 3Am-1 - ( ' ) ( - /0r) = g4-90 > E2.6 4 D4. ,fir C/- t.f.c../G S u 4. Al P,tfKA l• ib/ C /fckc.a> fqr�Gz; /e/ A444.,.v ; . . G. /at2 /L . 3 KG `c '.. .. 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JOB ��'nG 7 G N fiL' CONSULTING ENGINEERS SHEET NO, 40 a o' Z' OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY 1 3 KrC DATE 5 /Z7 hl SEATTLE, WASHINGTON 98122 206 - 324 -6160 . cia 6;4 P�git *49 AvAt4 r ,ti f 77 m t 'zsa Lt.04-44 A LL ( - .• & 1-- iza : .4) 5uSp/A PI44/46e Sub Di A to u 44-6,44 s tdy 2 a - 1 / r Z 1. t . U 1 ( 3 L 4(a - {'L F = -, 180 PLF . _ a9 -... . T= ;(zit3) ( ')( / sr • 4 4 57" -... _. F7 iii PI11'Zt.t+'L 1'283(V) /Vei A)Al grit' ' 70 AM - 72 ,Q .t' °►ccCr ' �N7v L0;i4titoe(3(rce4 : '1/4r. _ C14 /9 1 k r'_ .444CV.,dCric 4 3� ' ._`'. /6s zt. — : )3 itt4104$ d C ' 9._"c.. i /.. e • '.' 4e7vG 7/! .' S v,3 D,,gelfc =aC -.ail 3 = .... /20 w X 4 Gc,ri s i,pe.fx ?at' iv ,%° r . 4 ..... -C(" r' -.5: Lied t,4-1'?< rc/a (F?! Ur E G Aorif T/G S /. - r /( '. 0 C P r d r 1 ‘01•,.7;‘) • /zu ' 2 . qS 4- . . . S X73 4 bPi44a ',did !d•cake....2 Y 1.&' = . ?! x I = _ l 5 � 0 .. z z RICHARD HUDSON & ASSOCIATES, INC. JOB G u.re V.)g- l-'4 Gl..ac, 7 • CONSULTING ENGINEERS SHEET NO. SV'5 0 - Z OF 1605 12TH AVENUE ' SUITE 18 CALCULATED BY T3 ic6 DATE 3 /Z,/, SEATTLE, WASHINGTON 98122 206-324-6160 ' = 34'6 *ICI 1 3- t ' • c .44 ` q . ' ._ /od 0 4 u.ca c: , R ocS Tl�� ' ct: � (I(, .��ZL ` . qSZ. : (AI 0 St) io /NC t113 - 1U j (.j sL' 140 8A 0 1,1I0C C 44-ILIA. ) ML l , v C\ 1 lob i ■ �, .. r . . , . 1.4' - � Lr �V Z • ' 1 . G • /4- 47 2. /C I f { ` i I J i I 1 r ! 1 I i ■ • , _ ... ,a.. ,. ........ . • I 1 I 1 i f i 1 1 , . r 4 _ f i • 1. i I L f t I I , i t 1 f r . I ic .. , . , • . . . ,. , . . . . . . , 1 . • , . . . . ,. , : , . . . „ , , , .•., .. . ... -•t -.i , . . . .. ......... .. . . . ...... _. . . .. ........ ..._.. .... -_.. .:. ....... .. __........._... _.._ .... ..... .. . ..............._ _•'- ...,.,,..,..a...m.._....rr ✓. RICHARD HTJDSON & ASSOCIATES, INC. J08 (31 - DC, �- G�rs =1e,A u �QTr -I CONSULTING ENGINEERS SHEET NO. S U f3 b - 1 OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY 31 LL- DATE 3 /Z °>/ %r SEATTLE, WASHINGTON 98122 ( 206-324-6160 S Lia MA PN c; i C 'i ANALYSIS ( At( vmItit 1.✓1.CL� . '(1�y >INI1 -L7L. PURLIN O L.L /A"(•RUS .. . CIL U- L41 GG?=)4/ . . 1r4/ 77.1 - -4 m 2 A ...: P l . 1 4 2 5 -• N(U ' 'IQ / At ( leeA - 1C;• I U '/ — ,4(ctr r (a' ) (7a3 PLIr) 1-240 4' UlE kb SAG g►-0 -- 5FLICC , 1 1 1 . d NI -\1L- S FT' CI (, i:la_‘ 0 = 22.6 q- -_....__._. ' I _.._ . _..- ... -.. _ . ;_ . _!__ : ._ I,0.4C - _ L2_ ": CJ "R . &L- . 14 LLC : S u 8 hIAPIIttACiY1i1 C frK Z a .: - IO'f . 0 1ti,GLU -L i Z 141 X 63 ;) i2 :v > 7 e , ! `' 9 , b ) l _ _.... _- _. -_ ,__ 4y • �c c G c G �g Y z r J . , ' il. -. I� - 4 • k 4 ' -4- eay.P : 4 v c, i (i z) g. .r ' i Z 4vU. 0.1 sr" ) f ,, 'X: s S, i ,94 -) /) : , ; , ■ , i !F--, , r ( 4. ?- J <z.: -.l." _ ' ....:.,.........1..... - r _ . „ re , _. '..).1A!....... ,,,( .r.,.. i 9 $ 4.' '. .. I 1 ..- P... 6 C < . .. 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C.U6C. 2:2,5(k.).3,:•:" ) i- 7- .1G • RICHARD HUDSON & ASSOCIATES, INC. s'o l3c.O[ ��u.c- w� �/1c,,n �-V, CONSULTING ENGINEERS SHEET NO. , P Z OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY ►� <<- L DATE :> `I 3 ( g r SEATTLE, WASHINGTON 98122 206 - 324 -6160 Z..t f G t I t' /Y eic.ory n#4 /S y i eenj .4r,.(' e i • : (Jt° G 26 ZS 2. c G ic *lips, 1.-- /4.ic5i . A/f,. 1 /C f_! .. . _ ' �_ --� v, ' L) GrJcc. t'' ' r a ' Z " d - J 1 _ �zz.� <<z) z ._... _ e v (1) . .. — _ : .. - - - -_� _ .:_. ' � . _ . _ _ . _ .. _ _. .. 4 5 C ' J s b 3Li ■ _ 9.43-3 / '. L: -- . 5 V.c - K _9 ' •.. L L U 5 -' /4E ,t' : r , - S e..�..' T f h. tt e Z st4 4'-'4, ^ ' , , (01C, , Lrw 2 s'.— 7- .r. . e L w ∎Za' ; N ACV at ' c� 1 4 / � � ��� you �� y 3 o� 9- ' 1 Z '') i•(0 0 •v _ — t Z" ' ' ' lr ir u 0. /06w 0;4 ! 0441 ;Ar _ . 4 4 V V / Q Qe f (57 7-TY/ z—) '''' - / 73 .05E' %, lt- /Z. °6 C.-- QR izUA( S E t#. S R 12' G C V LT.T . FOC. 3u- nif \4JI -LL. RSCHARD HUDSON & ASSOCIATES, INC. JO8 51- d C, GAR?' w>A �t o �i i+ CONSULTING ENGINEERS ' SHEET NO. 1?""3 OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY r -«-L DATE 3 /1 !g/ / SEATTLE, WASHINGTON 98122 206 - 324 -6160 FA-NC-.76, At 1 C /-/C.- K P.4,40- v vL4t-try v_ r y a I P v' I y /A i_ 6 1.3 1 `' \/\.1_ 1a I's 1r) 1 )(2 4•s')- - *-0-4 D /4- L \<■/ g Zg 6 '4. _.. C.AC-tr 4.4-,1" : /t�ccr utcti F jc, v v ( Zie /) . (r) .1 ( ..�. tC J 1 r? C--4 - 6 _ __ - . z. • 0 it -- -----* L- ( 3 -1 'c )( 4 s ' ) re6c) 7= P2f C& 1 t ooT 110G /t_aZ: Q us = rPu.k: e t f G G YV r, r U N 4,b /Ill A ')/k 17 1 d0 _ 7 `.` b, z 4" , d /8 . �� f ! - ( Z »lz = It 11 < t - ,2 . h - I. 3 A 4. 4- (. 3(6) : to,q" .t / ,r-rd re). Cdc.,icrx. C #4 ,6, 74.,-,2v4+ I 01 rr.a d, k. ` .oltC L t - : dd� 1 i G) r it s f ez �2`111,) ) (5 . < tics, Ate at // / 'gam _ -t- /,4i 11 i c r CNVC12, &71( ; ( 0 C / (500 1 r; ( e, 00 Al - A 1* ?in — :�C, < )C� / tioU fnic ; /ll.; lc d-e,> i d o " As` / ") -/-xd' • RICHARD HUDSON & ASSOCIATES, INC. JOB SGp Ci Gee 4/4 Y i{ /e-Ty CONSULTING ENGINEERS SHEET NO. P .".. OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY TS G Li DATE / [ / 9 1/ _ SEATTLE, WASHINGTON 98122 206 - 324 -6160 0c..1 7 (.AI S AiC,'v1,, 5TF IJC,Ttf ys,44 Kr cN 57z22 As = 0 . . 7 - s - 4S / ) ) 4 - a r 4g-72" v 4 , n/ 4 J - a . 1 ; "_ 6 Y 'J . / s.- . /Ad ra T c i :-. rwa rJ 1;4 /ZVCJ . CVs t (75 3 4.4 -) 4 et = . 3 .4'"3 4 '( -7 / )1(s)" / s'"•3 14 /.I .7t c.va C6"/ ni lit-7 v . in l 1 L - - !4 .c,. < e.rL _ . _ (Z) .- .- /lc,k2t�r* .0 4 -T1CA1JI . L'74 - r TU z 816 (1 -4 3- 3 . . _ .. _ �._._..... L . _3'�._ - //G z . . - z'( 3 9 4 3 1tii L _. ._ 44 \)_ 13Z 4 7 C - ■)„ 1 pt.:116,Al cu /t /AIa6.7 /G/) ;i i2. S fr&c? -1L ri-r 13.4t-�G-" 0(7' Nk grc- . .:.__. _. . v s L wc= i.►3t:,0 r307) S 'Ttipb ' . , c Tt2Y (t) 6.1 13 7 rv0S 5 t t7la' _ ___ 'D -1.,_ _5'rul),f rdv 1 Lilo. . c' a.t..3 ..s_.Ip ___nra .� k ? (+'Z))/z �1 - Meru 5- -� . , . C C ►. 1 ��lc 5 s - ii ca. \ 't au ( Oa 4 S 7'O 6140%/P TRUMCA -TL id S WS. �%'.s Par c _ 4- { r C / e -f- cez)Ci L t { C3 °s) ( (I 0 --- (O 4 3+ 3 1 t 4 ¢ 3) = 32 z. s - c d" 1L 1)( > of 7 G T WA Y Aloe -TLS RICHARD HUDSON & ASSOCIATES, INC. JOB p- S" CONSULTING ENGINEERS SHEET NO. OF 1605 12TH AVENUE e SUITE 18 CALCULATED BY la/ 1. C DATE ?1 // 3 /9T SEATTLE, WASHINGTON 98122 206 - 324 -6160 L'JJSro cocci-- 571.6 /TiJ r,,cen or,./ r• Noivitot.. t. c cM: Itur 6. ' C. C."1- � 6,.5';5 es t.-- d e L / . 0 d e _ 3 • ,Qe = e r a CAA.° • I S der = • 7 S () / ..- SNP . de - 3 " • ) _ 3' S � Ps - 41-It 1 9 cl 'I, )%t, 3 c /( . OFC /U . .(4 ) ( ' _ ,.4s °) (1) oo (7 -- 5-+ Z 5 .. 0-2.,0_4$ . J".G° . • - >_ C4 4 .7s )1') :._-_ o ( 1: a 7 23 � , ¢ Ap - 54231 C3)(72,3 /) ' 3--. /1 '' - °� `- t Pc .= z7-1 1.. 5 3 /004- _._. ' F s7 N o- �c. rapt, l 6 ,5I •�rra0– (e..../iL file.0m.A-d d 3" ons,) � - �—� c14 L /_ ri is' (.: 15, ^ 11.zy -" .. /3rd Fbrtu r. 1 , 0 ii r u L , : i 1 , ■ id V ' Cw A- C� _i_... • r \/ 1Z"..;•J7 /7' Sw dc '."7" I T'c"._.- ( sr)l ' ) -,fP :Tvuv.. , ,#t. 34 I 5 n �5 /tirc. .../ .= (I ÷ 7 3 ---- ,'D -- -i ) -"" 14 : • C C I C o o _ a e 1 -3 ' C - .. e -z[, .. .; d 1 . 4 3/. ( r- - 1 , 1' C . /. \c , 139(1(2 A Ss' = He 430 #" RICHARD HUDSON & ASSOCIATES, INC. JOS ELJ) C' .7- a 4-r= wAY Aic,, ,rbi CONSULTING ENGINEERS SHEET NO. - !n OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY 5 1L(. DATE 3/I7/9/' SEATTLE, WASHINGTON 98122 206 - 324 -6160 s ,5 'V G71f i3 *s L: U n/ S 7La1- Z / 4 - 1. . . s ti 0.7-r h (�3s ,344 d h) ..._. - . -- 35344(. s')z(4')- SS -ZZ)r# .. . .: , • ,' . I S c0 o G�f?c('AG l - --. • • Sl= _ _... C'A Co as 77UNS . . . 7 . _ ..13 S Ca'" _.C:? t _ .. pktwc. . _4w s tir -C.f ( 4C'T�e ? iL0% LvIlQC. Sd. Cc •:g5i CO 16' v� .- . .4- 'Z. / ' . - . - -1LZIC c w t _.!3iucaD " ' . R , - j Stq+� --- .._:.. _ . :. I/ ' L' PUT Yu% )r, '..." .4.... i i \L . • (e ./ S ; 31'60q ) 1 65131 --r ` . . I : I I I i a -- . - - .. --- , ..L L ): 4' V ,.' .... I . 1 SI : ..........._. _-' -'--. . » .. .__ _ i _ , I s. t 1 '4 Z�, s'a 2 •� _ ,� - 31 � 1 _ t - In � .., o l . .. ._.... . ...... ..:.. .....,.__ ....;rte• : ... .. ._ ...__- _._._ ..- _... ._. . 1 __ - ^ i I I PS 56A 3 I; , :- : PI , �' ,) —qv .. A ti - P1'� � .. ..._._ 4; S S a . i ; t G GU CV S 4COQ 3 4, (a L0 : I Ps; 4 • G 6yGo 73'x`' 4, I I - • . 1 • RICHARD HUDSON & ASSOCIATES, INC. J0e CONSULTING ENGINEERS SHEET NO. P , . OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY { - LL DATE ! / gr SEATTLE, WASHINGTON 98122 C 206 -324 -6160 1 1L-Z . 14 ONL Cz let u .. I L 5 r C -A/ . •ou7 & r t u 1 t- 6'�i1.L- F'rua .. _ .. tiJ MiDD ¢ c = 3 vl)0 III W1040 .. . ,F- . Ce f T = (-; 4 :0 - z.,YR )0) `.. -6 F F- . _ " W,.. by f L.f., Apo S l . . i . 'JUT . . Lo 41 1 r ._ .._(....`. ) , C . . z i°) r ). _._ I.0 o. p.[-f _... __. _..; . _�_._._.. i . _ - m 0 �" I � 1 I • I S L - G • / E3i; IC. A 1 t . 5 ( , �� f / p , ,.... , , , I i _ ' i , ,. ; i i r. - 1 , ( PANEL Richard Hudson & Associates Title: _,.,..... _,.. 160.5 12th Ave Suite 18 Scope: Seattle WA 98122 Job #: 206 - 324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/27/95 Page: p TILT -UP CONCRETE WALL PANEL STRIP DESIGN GATEWAY NORTH BLDG 17 PANEL 1 14 OH GRID A. AT MIDDLE OF PANEL WALL DATA VERTICAL WADS LATERAL LOADS Wall Height = 21.60 ft Uniforn Dead Load = 52.0 4 Point Lateral Load = 0.0 4 Parapet Height - 0.00 ft Uniforn Lire Load - 100.0 4 ...Height fron Base = 0.00 ft Thickness = 6.00 in Ecc. = 6.50 in this is a Seisnic Load) Rebar Size I 4 Uniforn Lateral Load = 0.0 plf Rebar Spacing = 12,00 in Concentric Dead Load = 0.0 4 ,,.distance to Botton = 0.00 ft Wall: ZICp - 0.225 Concentric Live Load = 0.0 4 ..distance to Top, = 0.00 ft Parapet: ZICp - 0.300 (this is a Seisnic Load) Nin.Allow Defl Ratio = 150,000 Concrete Weight = 145.000 pcf Wind Load = 14.60 psf Fixity %% Used @ Base = 0.0 % Seisnic Zone - 3 , MATERIAL DATA SUMMARY f'c = 3000 psi Using: UDC Sec. 2614(i) nethod...Exact, Non- Iterated Fy = 60000 psi Seisnic Wind Phi - 0.90 M -n Phi : Monent Capacity = 32624.6 in- 32624.6 in-1 Min. Vert Steel %% = 0.0020 % Applied: Mu @ Mid - Height = 22840.3 in-1 19856.7 in-1 Nin. Horiz Steel 1% = 0,0012 % 14u @ Top of Wall = 1183.6 in -4 1183.6 in-4 Max. Vertical Spacing - 16.67 in Allow Axial Stress = 120.0 psi • 120.0 psi Hax. Horizontal - 18.00 in Actual Axial Stress = 13.0 psi 13.0 psi 'd' : Depth To Steel = 3.00 in Max. As % %: 0.6 k RhoBal0f0128 % 0.0056 % 0.0056 Wall Weight = 72.50 psf Maxinun Service Deflection = 0.125 in 0.112 in Effective Strip Width = 12.00 in Ht /Service Defl Ratio = 2081 :1 2312 :1 Live & Short Tern Loads Conbined Seisnic Parapet Wt Used Space bars @ base of parapet at = 16.7 in 16.7 in FACTORED WAD STRESSES SERVICE WAD DEFLECTIONS Seisnic Wind Seisnic Wind Basic Defl, w/o P -Delta = 0.173 in 0.142 in Basic Defl. w/o P -Delta = 0.125 in 0.112 in Basic Mu w/o P -Delta = 16603.0 in -4 13622.2 in -4 Basic Monent w/o P -Delta = 11911.6 in-1 10715.1 in-1 14onent in Excess of Her = 22840.3 in -4 19856.7 in -4 Monent in Excess of I4cr = 13525.8 in-1 12328,2 in -1 Max. Iterated Deflection = 6.211 in 6.211 in Max. Iterated Deflection = 0.125 in 0.112 in Mar., Iterated Monent = 22840.3 in -4 19856.7 in -4 Max, Iterated Monent = 13525.8 in -4 12328.2 in LOAD FACTORS USED ANALYSIS VALUES ACI 9 -1 & 9 -2 DL = 1.40 E :57,000k(f'c ^,5) = 3122019 psi S -gross = 72.0 inA3 ACI 9-1 & 9 -2 LL = 1.70 n : 29,000 /Ec = 9.29 Mcr = S * Fr = 19718.0 in-1 ACI 9 -1 & 9 -2 ST = 1.70 Fr: 5 * (f'c ^.5) = 273.86 psi Rho balanced = 0.0214 Seisnic = ST = 1.10 Ht / Thk Ratio = 43.20 Seisnic Wind ACI 9 -2 Group Factor = 0.75 As (el [ Pu:tot + (As *F) ] Fy= 0.217 in 0.217 in ACI 9 -3 Dead Load Fact = 0.90 'a' _ �As *Fy + Pu) /(.85kf = 0.425 in 0.425 in ACI 9 -3 Short Tern = 1.30 'c'= a' / .85 = 0.500 in 0.500 in UBC 2625(c)4 "1.4" Factor 1.40 Monent of Inertia Modification Factor 1.00 1.00 UBC 2625(c)4 "0.9" Factor 0.90 I -gross = 216.0 inA4 216,0 inA4 I- cracked = 13.1 inA4 13.1 inA4 I- effective (ACI) = 0.0 inA4 0.0 inA4 Phi : Capacity Reduction Factor = 0.90 0.90 Mn = As(eff) * Fy * ( d - a/2 ) = 36250 in-4 36250 in-4 (continued on next page....) `. 'li.4A.3 (c) 1983-94 EUERCALC Richard Hudson and Associates, KW0601345 Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Job #: 206 - 324 -6160 Designer: Fax 324 -6248 Misc: 7 Date: 03/27/95 Page: pry TILT -UP CONCRETE WALL PANEL STRIP DESIGN (cont'd) GATEWAY NORTH BLDG 17 PAIIEL 1 14 011 GRID A. AT MIDDLE OF PA11EL ( continued) Design Method: Estaoe 1994 UBC 2614(1) Roof DL - 51 lb. w i r Roof LL a 99 lbs 4. Roof Eoo . 6 In Ie" _ N = = = = 1 = = _ - Thick =6.00 in _ Llin:w 12.80 in Po .. 3080 osl n = , = FY • 60000 Ds! = a = Seismic Zone = 3 m= = = w Seismic Factor .0.225 r= d' Eff. Width ■ 12 In 0 = Ii _ A ri _ C _. _ = 4 , C 1 :4.1A.3 (c) 1983 -91 EIIERC:ALC Richard Hudson and Assoc,iates,.KW0601345 ;: Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Joh #: 206 -324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/27/95 Page: p (. TILT -UP CONCRETE WALL PANEL STRIP DESIGN GATEWAY NORTH BLDG 47 PANEL # 14 011 GRID A. AT ENDS OF PANEL WALL DATA VERTICAL LOADS LATERAL WADS Wall Height = 21.60 ft Uniforn Dead Load = 796,3 4 Point Lateral Load = 0.0 4 Parapet Height = 0.00 ft Uniforn Live Load = 1546.3 4 ..Height from Base = 0.00 ft Thickness = 6.00 in Ecc. = 5.50 in (this is a Seisnic Load) Rebar Size 4 5 Uniforn Lateral Load = 0.0 pif Rebar Spacing = 12.00 in Concentric Dead Load = 0,0 # ...distance to Botton = 0.00 ft Wall: ZICp - 0.225 Concentric Lire Load = 0.0 # .,distance to Top, = 0.00 ft Parapet: ZICp = 0.300 (this is a Seisnic Load) Hin. Allow Defl Ratio = 150.000 Concrete Weight - 145.000 pcf Wind Load = 14.60 psf Fixity %3 Used @ Base = 0.0% Seismic Zone = 3 HATERIAL DATA SURNARY f'c = 3000 psi --- Using: UBC Sec. 2614(i) method...Exact, Non - Iterated Fy = 60000 psi Seisnic Wind Phi = 0.90 M -n * Phi : Monent Capacity = 52753.3 in-4 52753.3 in-4 Min, Vert Steel %% = 0.0020 % Applied: Mu @ Mid-Height - 50090.7 in-4 47126.1 in-4 Min. Horiz Steel %% = 0.0012 % Mu 0 Top of Wall = 15442.1 in-4 15442.1 in-4 Max. Vertical Spacing = 18.00 in Allow Axial Stress = 120.0 psi . 120.0 psi 14ax. Horizontal = 18.00 in Actual Axial Stress = 43.4 psi 43.4 psi 'd' : Depth To Steel = 3.00 in Max. As % %: 0.6 * RhoBa1070128 % 0.0086 % 0,0086 Wall Weight = 72.50 psf Maximum Service Deflection = 0.949 in 0.744 in Effective Strip Width = 12.001n Ht /Service Defl Ratio = 273 :1 348 :1 Live & Short Tern Loads Conbined Seismic Parapet Wt Used Space bars @ base of parapet at = 18.0 in 18.0 in FACTORED LOAD STRESSES SERVICE WAD DEFLECTIONS `�__ Seismic Wind Seisnic Wind Basic Defl. w/o P -Delta = 0.263 in 0.232 in Basic Defl. w/o P -Delta = 0.199 in 0.187 in Basic Mu 'a /o -Delta = 24663.0 in-4 21889.1 in-4 Basic Monent w/o P -Delta = 18767.1 in-4 17675.0 in-# Monent in Excess of Hcr = 50090.7 in-4 47126.1 in-4 Moment in Excess of Mcr = 23875.1 in-4 22724.5 in Max. Iterated Deflection = 7.166 in 7,166 in Max, Iterated Deflection = 0.949 in 0,744 in Max. Iterated Monent = 50090.7 in-4 47126.1 in-4 Max. Iterated Moment = 23875.1 in-4 22724.5 in WAD FACTORS USED ANALYSIS VALUES . ACI 9 -1 & 9 -2 DL = 1.40 E :57,000 *(f'cA.5) = 3122019 psi S -gross - 72.0 in ^3 ACI 9 -1 & 9 -2 LL = 1.70 n : 29,000 /Ec = 9.29 Hcr = S * Fr = 19718.0 in-# ACI 9 -1 & 9 -2 ST = 1.70 Fr: 5 * (N^,5) = 273,86 psi Rho balanced = 0.0214 Seisnic = ST = 1.10 Ht / Thk Ratio = 43.20 Seismic Wind ACI 9-2 Group Factor = 0.75 As(eff = ( Pu:tot + (As *Fy) ] Fy= 0.370 in 0.370 in' ACI 9 -3 Dead Load Fact = 0.90 'a As *Fy + Pu) /(,85 *f c *12) - 0.726 in 0.726 in ACI 9 -3 Short Term = 1.30 'c'= a' .85 = 0.855 in 0.855 in UBC 2625(c)4 "1.4" Factor 1.40 Moment of Inertia Modification Factor 1.00 1.00 UBC 2625(c)4 "0,9" Factor 0,90 I -gross = 216.0 inA4 216.0 in A4 I- cracked = 18.3 inA4 18.3 inA4 I- effective (ACI) = 0.0 inA4 0.0 inA4 Phi : Capacity Reduction Factor = 0.90 0.90 Mn = As * Fy * ( d - a/2 ) = 58615 in -# 58615 in-1 (continued on next page....) '!4.4A.3 (c) 1983 -94 ENERCALC Richard Hudson and Associates, KW0601345 Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: • Seattle WA 98122 Joh #: 206- 324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/27/95 Page: p TILT -UP CONCRETE WALL PANEL STRIP DESIGN (cont'd) GATEWAY NORTH BLDG 17 PANEL a 14 ON GRID A. AT ENDS OF PANEL. ( continued) Design Method: Exaot 1994 UDC 2614(1) Roof DL • 796 1bs Hoof LL ■ 1546 I "' Roof Eoc • 5th n 1e. N = = — — - = Thiolt =6.Q0 in = Using: 11 5 0 12.00 in EE = EE f'o - 3000 cal 4. = - — FY • 60000 pal S ^ Seismic Zone =3 m= as m = m = Seismic Factor ■0.225 Fal 4 Eff. Width • 12 in p= n= . — EE - EE a — _ r • • 1 '4.91`.3 (c) 1983-94 EHEROALC Richard Hudson and Associates, KW0601345 TILT -UP CONCRETE WALL PANEL STRIP DESIGN ( DESCRIPTION » GATEWAY NORTH BLDG 7 l » PANEL #11 F • P -12 WALL DATA DESIGN DATA CLEAR WALL HT. = 21.5 ft f'c : CONCRETE = 3,000 psi PARAPET HEIGHT = 0 ft Fy : REINF. = 60,000 psi WALL THICKNESS = 6 in PHI 0.90 REBAR SIZE # 5 SEISMIC ZONE (0= Wind)= 3 REBAR SPACING = 8 in WALL : ZICp = 0.225 DEPTH TO STEEL = 4.1875 in PARAPET : ZICp = 0 CONCRETE WEIGHT = 145 pcf EFFECTIVE LENGTH = 54 in MAX DEFL. RATIO = 150 COMBINE LL & ST ? Y y/n MIN VERT STEEL = 0.0020 % INCLUDE PARAPET ? Y y/n MIN HORIZ STEEL = 0.0012 % Max. Vert. Spacing = 18.00 in % FIXITY @ BASE - - -> 0 % Max. Horiz.Spacing = 18.00 in (Set to 0% for UBC methods) LATERAL LOADS VERTICAL LOADS WIND LOAD = 15.6 psf ROOF /FLOOR LOADS: POINT LATERAL LOAD = 0 # DEAD LOAD = 3168 lbs ...HEIGHT FROM BASE = 0 ft LIVE LOAD = 7650 lbs ...1:Seismic,2:Wind ? 1 w/s LOAD ECC. = 6.5 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = 9667 lbs PER FOOT WALL HT. = 109.2 plf " LIVE LOAD = 0 lbs ...HT TO TOP OF LOAD = 21.5 ft Note! These Vertical and Lateral ...HT TO BOTTOM " " = 0 ft loads are applied over the ...1:Seismic,2:Wind ? 2 w/s "effective length ". ( CHOICE OF DESIGN METHOD 1988 UBC 2614(i) : Exact, Non - Iterated Enter - -> 0 1988 UBC 2614(i) : Iterated - -> 1 ACI Method #1: Eq. 9 -7 and iterate deflections - -> 2 » 1 « " " #2: Eq. 9 -7 w/ deflection @ Mn - -> 3 Empirical Method #1: Use Icr and iterate deft. - -> 4 " " #2: Use Icr and deft. @ Mn - -> 5 DESIGN SUMMARY Seismic Wind - - -- Moment Capacity: Mn * Phi = 498,631 in -# 498,631 in# Applied Moments: Mu @ Mid - Height = 137,132 in -# 252,421 in# Mu @ Top of Wall = 85,021 in -# 85,021 in# Actual Axial Stress = 74 psi 74 psi Allow. Axial Stress = 0.04 f'c = 120 psi 120 psi Max. As %: 0.6 * RhoBal = 0.012 : vs. 0.0093 % 0.0093 % Maximum Service Deflection = 0.318 in 1.476 in Height /Service Deflection Ratio = 812 175 Maximum Bar Spacing For Parapet Mu = 18.00 in 18.00 in FACTORED LOAD ANALYSIS -- Seismic -- - -- Wind - -- Basic Deflection w/o P -Delta = 0.58 in 1.59 in Basic Moment w/o P -Delta = 120,201 in -# 203,927 in -# Excess over Cracking Moment = 10,756 in -# 36,375 in -# Maximum Deflection w /Factored Loads = 0.73 in 1.97 in Mu : Maximum Moment @ Convergence = 137,132 in -# 252,421 in -# ....Governing ACI Equation : 9 -2 9 -2 SERVICE LOAD ANALYSIS -- Seismic -- - -- Wind - -- Basic Deflection w/o P -Delta = 0.21 in 0.38 in Basic Moment w/o P -Delta = 92,117 in -# 161,991 in -# Excess over Cracking Moment = 2,153 in -# 23,456 in -# F ) R1: F 13 Maximum Deflection w /Service Loads = 0.32 in 1.48 in Maximum Moment @ Convergence = 98,421 in -# 194,284 in -# LOAD SUMMARY All factored load analysis is carried out twice for each ACI Equation: Eq. 9 -2: 1.4D + 1.4L + 1.4E Eq. 9 -3: 0.9D +/- 1.4E Wall Weight = 72.5 psf W1:Wall Wt * ZICp = 16.3 psf W2:Parapet Wt * ZICp = 0.0 Vertical Loads: Seismic Wind P -Axial = 4,552 plf Pu -Axial = 5,162 5,162 plf P -Wall - 779 " Pu -Wall = 818 818 " Total Service = 5,332 plf Total Fact. = 5,981 5,981 plf ANALYSIS VALUES E :57,000 *(f'c ^.5) = 3.1E +06 psi S -gross = 324.0 in ^3 n : 29,000 /Ec = 9.29 Mcr = S * Fr = 88,731 in -# Fr: 5 * (f'c ^.5) = 273.9 psi Rho balanced = 0.02138 Ht / Thk Ratio = 43.0 -- Seismic -- - -- Wind - -- As(eff) = [ Pu:tot + (As *Fy) ] / Fy = 2.541 inA2/ft 2.541 inA2 'a' = (As *Fy + Pu) /(.85 *f'c *12) = 1.107 in 1.107 in 'c'= 'a' / .85 = 1.303 in 1.303 in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I -gross = 972.0 inA4 972.0 in "4 I- cracked = 236.2 " 236.2 " I- effective (ACI) = 0.0 " 0.0 " Phi : Capacity Reduction Factor = 0.9 0.9 Mn = As(eff) * Fy * ( d - a/2 ) = 554,035 in -# 554,035 in -# DEFAULT ACI LOAD FACTORS ACI 9 -1 & 9 -2 DL = 1.40 ACI 9 -2 Group Factor = 0.75 ACI 9 -1 & 9 -2 LL = 1.70 ACI 9 -3 Dead Load Fact= 0.90 ACI 9 -1 & 9 -2 ST = 1.70 ACI 9 -3 Short Term .= 1.30 .... Seismic = ST * 1.10 UBC 2625(c)4 "1.4" Factor = 1.40 UBC 2625(c)4 "0.9" Factor = 0.90 TILT -UP CONCRETE WALL PANEL STRIP DESIGN PG. PKI DESCRIPTION » GATEWAY NORTH BLDG 7 » PANEL #12 WALL DATA DESIGN DATA CLEAR WALL HT. = 21.5 ft f'c : CONCRETE = 4,000 psi PARAPET HEIGHT = 0 ft Fy : REINF. = 60,000 psi WALL THICKNESS = 12 in PHI 0.90 REBAR SIZE # 7 SEISMIC ZONE (0= Wind)= 3 REBAR SPACING = 12 in WALL : ZICp = 0.225 DEPTH TO STEEL = 10.0625 in PARAPET : ZICp = 0 CONCRETE WEIGHT = 145 pcf EFFECTIVE LENGTH = 12 in MAX DEFL. RATIO = 150 COMBINE LL & ST ? Y y/n MIN VERT STEEL = 0.0020 % INCLUDE PARAPET ? Y y/n MIN HORIZ STEEL = 0.0012 % Max. Vert. Spacing = 18.00 in % FIXITY @ BASE - - -> 0 % Max. Horiz.Spacing = 18.00 in (Set to 0% for UBC methods) LATERAL LOADS VERTICAL LOADS WIND LOAD = 15.6 psf ROOF /FLOOR LOADS: POINT LATERAL LOAD - 0 # DEAD LOAD = 3168 lbs ...HEIGHT FROM BASE = 0 ft LIVE LOAD = 7650 lbs ...1:Seismic,2 :Wind ? 1 w/s LOAD ECC. = 6.5 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = 9100 lbs PER FOOT WALL HT. = 125 plf It LIVE LOAD = 0 lbs ...HT TO TOP OF LOAD = 21.5 ft Note! These Vertical and Lateral ...HT TO BOTTOM " " = 0 ft loads are applied over the ( ...1:Seismic,2:Wind ? 2 w/s "effective length ". .. CHOICE OF DESIGN METHOD 1988 UBC 2614(i) : Exact, Non - Iterated Enter - -> 0 1988 UBC 2614(i) : Iterated - -> 1 ACI Method #1: Eq. 9 -7 and iterate deflections - -> 2 » 1 « " " #2: Eq. 9 -7 w/ deflection @ Mn - -> 3 Empirical Method #1: Use Icr and iterate defl. - -> 4 " it #2: Use Icr and defl. @ Mn. - -> 5 DESIGN SUMMARY Seismic Wind - - -- Moment Capacity: Mn * Phi = 505,770 in -# 505,770 in# Applied Moments: Mu @ Mid - Height = 89,754 in -# 181,080 in# Mu @ Top of Wall = 85,021 in -# 85,021 in# Actual Axial Stress = 149 psi 149 psi Allow. Axial Stress = 0.04 f'c = 160 psi 160 psi Max. As %: 0.6 * RhoBal = 0.017 : vs. 0.0050 % 0.0050 % Maximum Service Deflection = 0.074 in 0.343 in Height /Service Deflection Ratio = 3,508 753 Maximum Bar Spacing For Parapet Mu = 18.00 in 18.00 in FACTORED LOAD ANALYSIS -- Seismic -- - -- Wind - -- Basic Deflection w/o P -Delta = 0.09 in 0.47 in Basic Moment w/o P -Delta = 88,474 in -# 170,428 in -# Excess over Cracking Moment = 0 in -# 90,006 in -# Maximum Deflection w /Factored Loads = 0.09 in 0.47 in C Mu : Maximum Moment @ Convergence = 89,754 in -# 181,080 in -# ....Governing ACI Equation : 9 -2 9 -2 SERVICE LOAD ANALYSIS -- Seismic -- - -- Wind - -- Basic Deflection w/o P -Delta = 0.07 in 0.16 in Basic Moment w/o P -Delta = 71,434 in -# 135,779 in -# Excess over Cracking Moment = 0 in -# 51,592 in -# F LEL. 12 PC,: P. Maximum Deflection w /Service Loads = 0.07 in 0.34 in Maximum Moment @ Convergence = 72,100 in -# 142,666 in -# LOAD SUMMARY l All factored load analysis is carried out twice for each ACI Equation: Eq. 9 -2: 1.4D + 1.4L + 1.4E Eq. 9 -3: 0.9D +/- 1.4E Wall Weight = 145.0 psf W1:Wall Wt * ZICp = 32.6 psf W2:Parapet Wt * ZICp = 0.0 Vertical Loads: Seismic Wind P -Axial = 19,918 plf Pu -Axial = 22,635 22,635 plf P -Wall = 1,559 " Pu -Wall = 1,637 1,637 " Total Service = 21,477 plf Total Fact. = 24,272 24,272 plf ANALYSIS VALUES E :57,000 *(f'c ^.5) = 3.6E +06 psi S -gross = 288.0 inA3 n : 29,000 /Ec = 8.04 Mcr = S * Fr = 91,074 in -# Fr: 5 * (f'c ^.5) = 316.2 psi Rho balanced = 0.02850 Ht / Thk Ratio = 21.5 -- Seismic -- - -- Wind - -- As(eff) = [ Pu:tot + (As *Fy) 3 / Fy = 1.005 in "2 /ft 1.005 in ^2 'a' = (As *Fy + Pu) /(.85 *f'c *12) = 1.477 in 1.477 in 'c'= 'a' / .85 = 1.738 in 1.738 in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I -gross = 1728.0 in "4 1728.0 in ^4 I- cracked = 581.0 " 581.0 " I- effective (ACI) = 0.0 " 0.0 " Phi : Capacity Reduction Factor = 0.9 0.9 - Mn = As(eff) * Fy * ( d - a/2 ) = 561,967 in -# 561,967 in -# DEFAULT ACI LOAD FACTORS ACI 9 -1 & 9 -2 DL = 1.40 ACI 9 -2 Group Factor = 0.75 ACI 9 -1 & 9 -2 LL = 1.70 ACI 9 -3 Dead Load Fact= 0.90 ACI 9 -1 & 9 -2 ST = 1.70 ACI 9 -3 Short Term = 1.30 .... Seismic = ST * 1.10 UBC 2625(c)4 "1.4" Factor = 1.40 UBC 2625(c)4 "0.9" Factor = 0.90 C . RICHARD HUDSON & ASSOCIATES, INC. SO 13 LU , ` C-t ATE IAfft LG� rvA S HEET NO. OF CONSULTING ENGINEERS 1605 12TH AVENUE • SIJITE 18 CALCULATED BY R iLL DATE 31rs 'yy' SEATTLE, WASHINGTON 98122 206 -324 -6160 FA ( ?W 1 Zo U A . (,� - Pt Z u m (3 9 in - 7 - N L ( t,, PAk in. . % J , via ! IU I ti p: 4 4 , i 1 I r ^ ,0 4,u� ... < I , , , i i e, ly, I 1 1 q - o Z i I i , Z. G G kV(T7 LC A \0 2. ?AAUL. ©C, , I _ 9L7kv) Lo r Li ♦1L, Lc,rt�1 ; 2 r . - - , (Siva Cv r, F. . - 2. 2- eS . c f 2 Z 4. vs (3 ' t . '?- I ' 1 ?d OAS Ps1, ), 24•s') `ro) a. ~ 3 l es, 2,c1 e2.4" : I- .I- :.....Pc...( zJ' 24;1 ?o r Z� 1 SOL, . .. _ S' ; C,�:.Iu (r . 1 ' 0 . _.? .- ea . C_ w +ls C /4 lJ . ? v C. z !. a 10,5 / /.v PLikLii0 ! y? 3 :1Sc.: 13 Rfr— p r. ( 2) 14. 76 • RICHARD HUDSON & ASSOCIATES, 1NC. J08 G�i0 (7 `� - �.r+a -T2= WA-"( /-t4 1'TL .__.. 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IA t _ . 14 •, p N r- el .6 I .. 0 O P P4-0 . . . . ; ( : i /4 d'L ITIU qit Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle W A 98122 Joh /#: 206- 324 -6160 Designer: Fax 324 -6248 Misc: C Date: 03/28/95 Page: p 0 TILT -UP CONCRETE WALL PANEL STRIP DESIGN GATEWAY HORTH BLDG 7 ZONE A PANEL 413 H =27' H effec = .8H WALL DATA VERTICAL LOADS LATERAL LOADS Wall Height = 21.60 ft Uniforn Dead Load = 3185.0 4 Point Lateral Load = 0.0 4 Parapet Height = 0.00 ft Uniforn Live Load = 6125.0 4 ...Height from Base = 0.00 ft Thickness = 6.00 in Ecc. = 5.50 in this is a Seisnic Load) Rebar Size 4 5 Uniforn Lateral Load = 66.4 plf Rebar Spacing = 6.00 in Concentric Dead Load = 7720.0 4 ...distance to Bottom = 0.00 ft Wall: ZICp = 0.225 Concentric Live Load = 0.0 4 ,.distance to Top = 21.60 ft Parapet: ZICp = 0.300 (this is a Wind Load) Min. Allow Defl Ratio = 150.000 Concrete Weight = 145,000 pcf Wind Load - 14.76 psf Fixity o% Used @ Base = 0,0 % Seisnic Zone = 4 , IMATERIAL DATA SUMMARY f'c = 4000 psi Using: UBC Sec. 2614(i) method...Exact, lion- Iterated Fy = 60000 psi Seisnic Wind Phi = 0.90 M-n * Phi : Monent Capacity - 322884.9 in -4 309087.5 in-4 Min, Vert Steel %% = 0,0020 % Applied: Mu @ Mid - Height = 189092.4 in -4 236857.6 in-4 Min. Horiz Steel %% = 0.0012 % Hu @ Top of Wall = 24524.5 in -4 61344.9 in-4 Max, Vertical Spacing - 18,00 in Allow Axial Stress = 160.0 psi ' 160.0 psi Max. Horizontal = 18.00 in Actual Axial Stress = 129.1 psi 129.1 psi 'd' : Depth To Steel = 4.19 in Max. As %%: 0.6 * RhoBa100171 % 0.0123 % 0.0123 Wall Weight = 72.50 psf Maximum Service Deflection = 0.849 in 1.638 in Effective Strip Width = 24.00 in Ht /Service Defl Ratio = 305 :1 158 :1 Live & Short Tern Loads Conbined Seisnic Parapet Wt Used Space bars @ base of parapet at - 18.0 in 18,0 in FACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS Seisnic Wind Seisnic Wind Basic Defl. w/o P -Delta - 0.210 in 0.551 in Basic Defl, w/o P -Delta = 0.243 in 0.441 in Basic Mu w/o P -Delta - 45401.3 in- 4118995.3 in-4 Basic Monent w/o P -Delta = 55612.0 in -4 95179.9 in-4 Moment in Excess of Hcr = 189092.4 in- 4236857.6 in -4 Moment in Excess of Hcr = 83547.2 in -4 126521.7 in-4 Max, Iterated Deflection - 5.556 in 5.714 in Max. Iterated Deflection = 0.849 in 1.638 in Max. Iterated Monent = 189092.4 in- 4236857.6 in -4 Max. Iterated Monent = 83547.2 in -4 126521.7 in -4 LOAD FACTORS USED ANALYSIS VALUES ACI 9-1 & 9 -2 DL = 1.40 E :57 000 *(f'c ^,5) = 3604997 psi S -gross = 144.0 inA3 ACI 9-1 & 9 -2 LL = 1.70 n :19,000 /Ec = 8.04 Hcr = S * Fr - 45536.8 in-4 ACI 9 -1 & 9 -2 ST = 1.70 Fr: 5 * (f'c ^,5) = 316.23 psi Rho balanced = 0.0285 Seisnic = ST = 1.10 Ht / Thk Ratio = 43.20 Seisnic Wind ACI 9 -2 Group Factor = 0,75 As(eff f Pu:tot + (As *Fy) ) Fy= 1,674 in' 1.588 in' &CI 9 -3 Dead Load Fact = 0.90 'a �As *Fy + Pu) /(.85 *f c *12) = 1.231 in 1.168 in ACI 9-3 Short Tern = 1.30 'c'= a' / .85 = 1,448 in 1,374 in UBC 2625(c)4 "1.4" Factor 1.40 Monent of Inertia Modification Factor 1.00 1.00 UBC 2625(c)4 "0,9" Factor 0.90 I-gross = 432.0 inA4 432.0 inA4 I- cracked = 125.3 inA4 121.9 inA4 I- effective (ACI) = 0.0 inA4 0.0 inA4 Mn l Asp(eff)y *RFyu *t(o Factor d - a/2 = 358761 in -4 343431 in -4 (continued on next page....) C V4.4A.3 (c) 1983 -94 EHERCALC Richard Hudson and Associates, KW0601345 • Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Job #: 206 -324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/28/95 Page: pap TILT -UP CONCRETE WALL PANEL STRIP DESIGN (cont'd) ZU " 4.1" 4 GATEWAY NORTH BLDG 7 ZONE A PANEL 413 H =27' H effec = .8H ( continued) Axial OL . 7719 1bs 1 Axial U. • 0 lbs Design Method: Exaot 1 UBC 261441) Roof DL • 3184 Ibs Roof LL • 6124 Ibs Roof Eno . Sin N= '*° Thick =6.00 I n Using' A S 0 6.00 in !'= 4 . 4000 p11 ° Fs • 60000 11s1 Stisetlo Zone 4 4 ]- n 8elsnlo Factor •8.223 . 1 1f I - v Eff. Width = 24 In PQ$Q f Y FR Va.4A 3. (c) 1983-91 ENERCALC Richard Hudson and Associates, K1r10601345 • Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Job #: 206- 324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/28/95 Page: p . / TILT -UP CONCRETE WALL PANEL STRIP DESIGN GATEWAY NORTH BLDG 7 PANEL 13 ZONE B H =27' H effec = .8H WALL DATA VERTICAL LOADS LATERAL LOADS Wall Height - 21.60 ft Uniforn Dead Load = 0.0 4 Point Lateral Load = 0.0 4 Parapet Height = 0.00 ft Uniforn Live Load = 0.0 # ..Height fron Base = 0.00 ft Thickness = 6.00 in Ecc. = 0.00 in this is a Seisnic Load) Rebar Size 4 5 Uniforn Lateral Load = 132.E plf Rebar Spacing = 6.00 in Concentric Dead Load = 15107.0 4 ...distance to Botton - 0.00 ft Wall: ZICp = 0.225 Concentric Live Load = 0.04 .,distance to Top = 21.60 ft Parapet: ZICp = 0.300 (this is a Wind Load) Min. Allow Defl Ratio = 150.000 Concrete Weight = 145.000 pcf Wind Load = 14.76 psf Fixity 9% Used @ Base - 0,0 % Seismic Zone = 4 MATERIAL DATA SUMMARY f'c = 4000 psi. Using: UBC Sec. 2614(i) nethod...Exact, Non- Iterated Fy = 60000 psi Seismic Wind Phi = 0.90 M -n * Phi : Monent Capacity = 380250.8 in -4 363744.4 in -4 Min. Vert Steel %% = 0.0020 % Applied: Mu @ Mid-Height = 169856.9 in -4 251629.7 in -4 Min. Horiz Steel %% = 0.0012 % Hu @ Top of Wall = 0.0 in -# 0.0 in-4 Max. Vertical Spacing = 18.00 in Allow Axial Stress = 160.0 psi 160.0 psi Max. Horizontal - 18.00 in Actual Axial Stress = 94.8 psi 94.8 psi 'd' : Depth To Steel - 4.19 in Max. As % %: 0.6 * RhoBa10;0171 % 0.0123 % 0.0123 Wall Weight = 72.50 psf Maximum Service Deflection = 0.221 in 1.563 in Effective Strip Width = 30.00 in Ht/Service Defl Ratio = 1174 :1 166 :1 Live & Short Tern Loads Coabined Seismic Parapet Wt Used 5 ace bars @ base of parapet at = 18.0 in 18.0 in FACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS Seisnic Wind Seisnic Wind Basic Defl. w/o P -Delta - 0.144 in 0.544 in Basic Defl. w/o P -Delta = 0.103 in 0.427 in Basic Mu w/o P -Delta = 39956.5 in- 4151458.2 in -4 Basic Monent w/o P -Delta = 28540.3 in -4 118790.8 in -4 Monent in Excess of Nu = 169856.9 in-4251629.7 in-4 Moment in Excess of Nu = 58027.8 in-4 148278.2 in -4 Max. Iterated Deflection = 5.437 in 5.591 in Max. Iterated Deflection = 0.221 in 1.563 in Max. Iterated Monent = 169856.9 in- 4251629.7 in-4 Max, Iterated Monent = 58027.8 in -4 148278.2 in -4 LOAD FACTORS USED ANALYSIS VALUES ACI 9 -1 & 9 -2 DL = 1.40 E :57,000 *(f'c ^.5) = 3604997 psi S -gross = 180.0 inA3 ACI 9 -1 & 9 -2 LL = 1.70 n : 29,000 /Ec = 8.04 Mer = S * Fr = 56921.0 in-4 ACI 9 -1 & 9 -2 ST = 1.70 Fr: 5 * (f'c ^.5) = 316.23 psi Rho balanced = 0.0285 Seisnic = ST = 1.10 Ht / Thk Ratio = 43.20 Seisnic Wind ACI 9 -2 Group Factor = 0.75 As(eff ( Pu :tot + (As *Fy) ] / Fy= 1.948 in 1.849 in ACI 9 -3 Dead Load Fact = 0.90 'a As *Fy + Pu) /(.85 *f c *12) = 1.146 in 1.087 in ACI 9-3 Short Tern = 1.30 'c'= a' / .85 = 1,348 in 1.279 in UBC 2625(c)4 "1.4" Factor 1.40 Monent of Inertia Modification Factor 1.00 1.00 UBC 2625(c)4 "0.9" Factor 0.90 I -gross = 540.0 inA4 540.0 inA4 I- cracked = 150.8 inA4 146.7 inA4 I- effective (ACI) = 0.0 inA4 0.0 inA4 Phi : Capacity Reduction Factor = 0.90 0.90 Mn = As * Fy * ( d - a/2 ) = 422501 in -4 404160 in -4 (continued on next page....) 1.4A.3 (c) 1983 -94 ENERCALC Richard Hudson and Associates, KW0601345 1 Richard Hudson & Associates Title: ONC, /3 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Job #: 206 - 324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/28/95 Page: p� TILT -UP CONCRETE WALL PANEL STRIP DESIGN (cont'd) GATEWAY HORTH BLDG 7 PANEL 13 ZOIIE B H =27' H effec = .8H ( continued) Axial o1. ■ 15!06 Ins AxIal LL - e Ibs Ws1an Method: Exact 1994 UDC 2614411 a rv= Think .6.00 In UsInyi • s 0 6.00 In 4•o - 4000 psi S E — Fm - 60000 wl Selenlo Zone - 4 • °l °:, n S _ �, 9tlanlo Faator -0.225 k4f. Uldth n 30 In E 1 E 4- 74.41,.3 (c) 1983-94 EIIERCALC Richard Hudson and Associates, KW0601345 R TILT -UP CONCRETE WALL PANEL STRIP DESIGN 'P6, FZ- 3 DESCRIPTION » GATEWAY NORTH BLDG 7 CARRIES ROOF LOAD » H = 27' H effec = .8H TYPICAL PANEL STRIP WALL DATA DESIGN DATA CLEAR WALL HT. = 21.6 ft f'c : CONCRETE = 4,000 psi PARAPET HEIGHT = ft Fy : REINF. = 60,000 psi WALL THICKNESS = 5.75 in PHI 0.90 REBAR SIZE # 4 SEISMIC ZONE = 3 REBAR SPACING = 12 in WALL : ZICp = 0.225 DEPTH TO STEEL = 2.875 in PARAPET : ZICp = CONCRETE WEIGHT = 145 pcf EFFECTIVE LENGTH = 60 in MAX DEFL. RATIO = 150 COMBINE LL & ST ? Y y/n MIN VERT STEEL = 0.0020 % INCLUDE PARAPET ? Y y/n MIN HORIZ STEEL = 0.0012 % Max. Vert. Spacing = 17.25 in % FIXITY @ BASE - - -> % Max. Horiz.Spacing = 17.25 in (Set to 0% for UBC methods) LATERAL LOADS VERTICAL LOADS WIND LOAD = 14.56 psf ROOF /FLOOR LOADS: POINT LATERAL LOAD = # DEAD LOAD = 3185'lbs ...HEIGHT FROM BASE = ft LIVE LOAD = 6125 lbs ..1:Seismic,2:Wind ? 1 w/s LOAD ECC. = 6.25 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = lbs PER FOOT WALL HT. = plf " LIVE LOAD = lbs ...HT TO TOP OF LOAD = ft Note! These Vertical and Lateral ...HT TO BOTTOM " " = ft loads are applied over the ...1:Seismic,2:Wind ? 1 w/s "effective length ". CHOICE OF DESIGN METHOD 1988 UBC 2614(i) : Exact, Non - Iterated Enter - -> 0 1988 UBC 2614(i) : Iterated - -> 1 ( ACI Method #1: Eq. 9 -7 and iterate deflections - -> 2 » 1 << ., 11 " #2: Eq. 9 -7 w/ deflection @ Mn - -> 3 Empirical Method #1: Use Icr and iterate deft. - -> 4 " " #2: Use Icr and defl. @ Mn - -> 5 DESIGN SUMMARY Seismic Wind - - -- Moment Capacity: Mn * Phi = 181,864 in -## 181,864 in# Applied Moments: Mu @ Mid - Height = 166,518 in -# 112,918 in# Mu @ Top of Wall = 69,710 in -# 69,710 in# Actual Axial Stress = 38 psi 38 psi Allow. Axial Stress = 0.04 f'c = 160 psi 160 psi Max. As %: 0.6 * RhoBal = 0.017 : vs. 0.0058 % 0.0058 % Maximum Service Deflection = 0.188 in 0.180 in Height /Service Deflection Ratio = 1,381 1,442 Maximum Bar Spacing For Parapet Mu = 17.25 in 17.25 in FACTORED LOAD ANALYSIS -- Seismic -- - -- Wind - -- Basic Deflection w/o P -Delta = 0.60 in 0.22 in Basic Moment w/o P -Delta = 115,521 in -# 104,481 in -# Excess over Cracking Moment = 12,393 in -# 1,673 in -# Maximum Deflection w /Factored Loads = 4.12 in 0.75 in Mu : Maximum Moment @ Convergence = 166,518 in -# 112,918 in -# ....Governing ACI Equation : 9 -2 9 -2 SERVICE LOAD ANALYSIS -- Seismic -- - -- Wind - -- ( Basic Deflection w/o P -Delta = 0.18 in 0.18 in 0 ., Basic Moment w/o P -Delta 87,654 in -# 84,194 in -# Excess over Cracking Moment = in -# in-# Maximum Deflection w /Service Loads = 0.19 in 0.18 in Maximum Moment @ Convergence = 89,605 in -# 86,047 in -# LOAD SUMMARY -- - � 4 k i 4- 7 Ci All factored load analysis is carried out twice for each ACI Equation: Eq. 9 -2: 1.4D + 1.4L + 1.4E Eq. 9 -3: 0.9D +/- 1.4E Wall Weight = 69.5 psf W1:Wall Wt * ZICp = 15.6 psf W2:Parapet Wt * ZICp = Vertical Loads: Seismic Wind P -Axial = 1,862 pif Pu -Axial = 2,231 2,231 plf P -Wall = 750 " Pu -Wall = 788 788 " Total Service = 2,612 pif Total Fact. = 3,019 3,019 pif ANALYSIS VALUES E :57,000 *(f'c".5) = 3.6E +06 psi S -gross = 330.6 in n : 29,000 /Ec = 8.04 Mcr = S * Fr = 104,553 in -## Fr: 5 * (f'c".5) = 316.2 psi Rho balanced = 0.02850 Ht / Thk Ratio = 45.1 -- Seismic -- - -- Wind - -- As(eff) = [ Pu:tot + (As *Fy) ]./ Fy = 1.252 in 1.252 in 'a' = (As *Fy + Pu) /(.85 *f'c *12) = 0.368 in 0.368 in 'c'= 'a' / .85 = 0.433 in 0.433•in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I -gross = 950.5 in - 4 950.5 in I- cracked - 61.7 " 61.7 " I- effective (ACI) _ " " Phi : Capacity Reduction Factor = 0.9 0.9 Mn = As(eff) * Fy * ( d - a/2 ) = 202,072 in -# 202,072 in -## DEFAULT ACI LOAD FACTORS ACI 9 -1 & 9 -2 DL = 1.40 ACI 9 -2 Group Factor = 0.75 ACI 9 -1 & 9 -2 LL = 1.70 ACI 9 -3 Dead Load Fact= 0.90 ACI 9 -1 & 9 -2 ST = 1.70 ACI 9 -3 Short Term = 1.30 .... Seismic = ST * 1.10 UBC 2625(c)4 "1.4" Factor = 1.40 ��. UBC 2625(c)4 "0.9" Factor = 0.94 • RICHARD HUDSON & ASSOCIATES, INC. JOB co<-� T - • . , I�.JC �t+✓1f - f , CONSULTING ENGINEERS SHEET NO OF 1605 12TH AVENUE • SUITE 18 CALCULATED SY l' ' ' t• t -L DATE 3 jl ` � 1 r SEATTLE, WASHINGTON 98122 206- 324 -6160 RICHARD HUDSON & ASSOCIATES, INC. JOB - 71t44.4- 71t44.4- — (.- y 7 CONSULTING ENGINEERS SHEET NO. t6 2 OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY r3 < 66 DATE lZL /9r SEATTLE, WASHINGTON 98122 206- 324 -6160 FU, 4 Lc vt/J-TiC Z. Z P, c.44 nos -- _.._ ru 1 - 3000 PS � � Z c°. . 4- - (o c,c.0 ri PAM l I4-Lr7 G HT . l c - Z 4 ' J.. L_ -. 2 i ►'n cn/ • � ,� �.� A/ "1"121 t RuOF L040 ._ PIZ" � _ -..... . _ t . 1 1 • r' I . �uul`'...LiVGs' C.oi1 -11 �' I r' _ ! . Z •2 •+ I4' 1,4 re'.C:: 1I4 F RC I Ai C-1 • ' IZ ° .._ 1_U" - . las Z.LN L • _ I ,Z R ° o • I PLOeN / b z . 4 _ ? L 'V w � � d ILJ C �� Ci 0 .. Pi k itt(CFIC, « =_ i. � . (..¢S: P,JFi.._.. 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DATE SEATTLE, WASHINGTON 98122 206- 324 -6160 '''."'".."'..'"'"7"'"''''''."=""n"."".'"'.."'".'"'''"W"n"."'w" 'CIL 4 1 3 1 00 / i . r (V r)L 'itc/A1 cit.( C 4crp () . .P P . ASSUNg. LoA t0 _.SPAG�16 3 OuT._ .. _. ... V @ A . .1 I /-l- 4(i ez1Z6w ��. v . Imemoaml I 1/ Ju1,2. ©poisl l C7 r fYli 4,0A.0 . ` ; ;:0 <{t :CX'J.Ni.4•`C'7.■:• ..t .73L' /2:L IC7..0!k k. _ 2. ' z 1 74 ._.- LEN6r14! GF_ -F74 3 .71 -- - - - -_- : ... �.14row .. .$01, L.+ .,744".R1.fge7 - -. -__ ma c rs.r.. - -_.. P .._1e.1olGwr O .---- _: - -.. . 0 Mist Erci. I (a rtf TRc.rd� i . .. __. _ _7.6 )L1.4.'x6 , .as�z . ) . va 9.3w 14 ;44.. :2 — 143 - 'xiP (A7 j`f. 4t C :' ( gi rt `) 15 — — . -i : 4 T L L 1 Dl... , 3. l 8' iL.+ 14 41 K' 18% I Z.(o ' : 1 , LC. ,.(D-I„V zG� ( i .1 '!4) - I;?✓� 1 -7' * 33,x,' 3,1 (- )('.s ! 1 t.zy 4 ; : : ux;, q r 7,(,o "/(4 1 / , 1 � ►.� . c., . r C.0 , G h _... __.. � ,._: .. ,_... _ _ .. . . I ii M.- ...3.G(• - )2 r ,e112'.. lc ± L ' / " 7 'G, ,43z C I Z > . t° ez G ; P 7.7. x /U" ( (,:57.7-67i7".3'(.6Q) / - / - i - b d (7-3 e di() ' )(8;. s ` ) ' i i 0 ,, v // /^ /�.t. . USL: O1 /!. RcrIA!R LUv -00? A r• ,(,,c‘? r ,J( /ei)" ,.5 ; / /��r Dillgli Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Joh #: 206 -324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/29/95 Page: 1= rc7 Z SQUARE FOOTING DESIGN BLDG 7 GATEWAY NORTH WADING DATA -- 1— Dead Load k: 17.50 Live Load k: 26.74 Short Tern Load k: 0.00 Seisnic Zone 0 Overburden Weight psf : 0.0 Conbining Live & Short Tern Loads ? No FOOTING DATA Size (Length & Width) ft: 5.00 Thickness in: 12.00 • # of Bars : 5 Rebar Size'Hunber 1: 5 Column Dinension in: 11.0 f'c psi: 3000 Fy psi: 60000 Cover over rebar in: 3,0 Concrete weight pcf: 145.0 SOIL DATA Basic Allow Soil Brg Press. psf: 2500 Short Tern Duration Factor : 1.33 Ftg. Depth Below Soil ft: 0.00 CALCULATED FORCES Haxinun Static Soil Pressure psf: 1914.6 Allow Static Soil Pressure psf: 2500.0 (, Hax. Short Tern Soil Pressure psf: 845.0 Allow Short Tern Soil Pressure psf: 3325.0 1 -Way: Allowable Shear psi: 109.5 Vu /Phi psi: 44.6 2 -Way: Allowable Shear psi: 219.1 Vu /Phi psi: 115.1 Hn k-ft: 13,0 Hu /Phi k-ft: 7.0 REINFORCING Actual Bar Depth in: 8.69 Hin. Allow %% Reinforcing : 0.0014 200 /Fy : 0.0033 Req'd Per Analysis : 0.0014 USE % %: 0.0019 Rebar Area Req'd in' /ft: 0.20 Total Area Reid in: 1.01 R;4 CHOICES Quantity of: #4 Bars 6 4 #6 Bars : 3 ##7 Bars : 3 #8 Bars 2 #9 Bars 2 #10 Bars 2 (:l V4.4A.3 (c) 1983 -94 ENERCALC Richard Hudson and Associates, KW0601345 • RICHARD HUDSON & ASSOCIATES, INC. JOB et-DG _ 64,7... r Ill�Kr /J CONSULTING ENGINEERS SHEET NO. CO #//. - 1 OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY ` FILL DATE 3/ Z4/5,c SEATTLE, WASHINGTON 98122 206 - 324 -6160 • -rt,Jl„' it ML ZZAvQ 1A)Gr 6g'7f BLr'Y' "breve-t S. .i /Z.• 3 %'r . Vu 2I Ie. XI,1" x L. 4'6 I4. . Si4JY 5 7 )' .... . \!uK. . . z� � L((: j z ' T , . c2 A TL'' S/01v1 ... C^a 70 p' (4) STP'eI ' . . • TR Wid041t0i) PYr441" /4): ; • _._ . ' 4 l3 !' C6 yo t ( 4. " ) (ge,, t o +` (4) z 1 _ � � , , , e 6 . . = , . / . 7 5 2 . 7 ' 4 1 - . • 1 ti�a ..2e) 'PG r / p 4S ._.' . ., ZQ9. ( /L- _... _ : cunt- Tx-ri.L1 . .. _ ' .... _;. i /S'itttdv �N ,iv,hv�L - _ _ • GawLS /? _ /,I, (.-.. c i7: , _ _... _ - - 1- _ . _ ._ ...... . , /D � .fie ± � ,� ;•-- • _ _ r p � ' i�u� (2) !8 ' i .y l 71 ' ' o Ilcf3iSi '(l 1 CL • • L- ' T'- O Fu` / � k., • - - Ie - G , 8 '" N J u a =: 1'4 - 4 (. t: T) `' / 3.5"G 4- ; ' ' , 3 wit 3. , �,a 6a- ' , r t v � ^^ � ( c a & .r ". ,......... 0..\(c _ , f'6..g4.).r. 3cjv )'.r , /6S 9..... '� ...V 'r te S � -' . •. 2 14 jy�.. 4O. Cr 2 'tr _ 7 cI e = e oc,c: Qis T NNCG 7 t ' .44 en 4.04 k c1'r9 Gr/J 6 (;'- 4 \/G /' , e,- X G / /S--. q5 .. RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS SHEET NO. cr_NAI - Z OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY (31(..c.. DATE 3 /L¢l ,•/' SEATTLE, WASHINGTON 98122 206 - 324.6160 Fu ve kr M LM Ant i r = n,l h ( Cvr s lei l z K<- - G;r b /N� G4, -f r : • . C r, c K`'TC= ... 5,-'s' L. E...o .& i . 7 j - - , Le.t, •ie . Ck12. e.i .5 C._ ` . 7 r;1 is Ai . Tun ! Gave •car S ry . G . G r ti i r' i ` , i J Jet `• • Z -3.p3 1 vy C3 u� : 1 .S , � ^ i I i i I • 111 , I ( G , - -L„ $�v�'AlaC gin • •S7t.P T, ct,• ' 2 _, c1 , ) V �!9_'�� — l�� r i v �fG � 1 - i 1 R i G0 1 c ri : i ; l , .�e = 1 i 1 Y ; c 1 ) -a.- ! ' 'a u I Y , ; hS 1_ !17,c4- ( 7 ' 2 Z 32 i ! i I f i ! : ; f 1 I r i + . I � � , 1 1 1. - 1 , , I , 1 1 ,. t 11 j i 1 • RICHARD HUDSON & ASSOCIATES, INC. J Oe B'LI C / 4 —t_ wA /'J r� ii I CONSULTING ENGINEERS SHEET NO. G 0 /IM OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY 5/ Iti DATE SPa'1 1 SEATTLE, WASHINGTON 98122 { 206 - 324 -6160 C. C.1-(%) c: D c.-: / ek I F: rs Liu, tvi 0,4 6 ( 4.16 C31. . . 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JOB CONSULTING ENGINEERS SHEET NO, CO/4/4 Or OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY 131L&. DATE 3 f 1 4-19 r SEATTLE, WASHINGTON 98122 . • ... 11 . , • c Pc2►c. LTrI, SrfA L? 4� . —•t•' F ( • - . .. . . . • , M((. . ! • �Pra�CL. Ff •t"= 7"E�5 r' 2 . . .. . p z . Zz, C74 .• 1 � f38 Pr_ _ ('' c. . -.. v - _ , Y . • , r C ' C. r : P '- 7 4)( " 1.z 0 4 . q).o.),._ '14� �6 riff; _ .. _ , ..,_... ' . -___ _- ._:_._ .. -. ..._ • ._._..i_ _' .. . , ( i F"n, 1 • ' I Z ,. _ ._ i , tt t G GM S.1 Lm-.._ : l?ryu.G _S K.' C�.;; 'Y ( 4 L ; ... Z 0 G A # _.. ! . _ _.. j �C• 4 �'.�.) = ' L r . ( . •r . I _._ ! ._.. - ry _ ..: __:.. ., ! . __ . ._ 4, .ijr.4_G.x'I'Y_\AJ � i _.IQ.)_. l ' 6. 1 _ �rc< rurN. :_ . , ' I . -.. �_� _J1( . . .... • u ; v> v 1 mc.Mir�1 ✓. . L LTT Z 13 SIT►L A P 5 V" uC , rrroq �� u w ' .._ 0( 4 PtAit?. <- ,..4 ..... ' " (6 ' ) F , x - 3 • . ._ :• , _ .__.._'....-1.. ... _ , ! ' . _ _ , . 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' i i • :44,...' .1 +x110.E - , . -_.__ _.. _ ' }- i f f I . . 1 _ _ . _.,_. ... _ 6 ` � r } {7IG wil � � �I P34 i , j ■ ! � � � L I i . l 3 -V/liU z tGvv) ; t ' 4 11 i i , i i i L ,.... ,, b i i 4? 'Fr r3 7- 760U 3 t (7 0 ' �4 , c. t c. , i -444, ';;:f.,04;&7/, 6141191-4. 4 TO RS101( .51 S„ ;,s, /4 /,t4K et. • D{ 2i4' ry R . 4'x tw N ._; ti._ ✓-- 1.�ctikY1.'...'r!4 'R 1_1%4,4 (ca.!1 5 74C '.r tet1 vertu. . n . 1a4°t:7 avj, • :. Ni ' `x n or : 7� 1 (. . 4- � '6C- 9C-r a 6 nc�✓L/ ‘• RICHARD HUDSON & ASSOCIATES, INC. S HEET NO. • V� �C1 - CONSULTING ENGINEERS OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY (S c L (, DATE 3 / (4 /cry SEATTLE, WASHINGTON 98122 C 206- 324 -6160 / ��yy t• „ . 5 • G c loth -rLY� ... G r:.auh ' ... `� v ' S • �� , G • ,� (', u - � (l6�•� l,) r w S /C R ' 4 /1 1 `f ;i •/ S r't z•r t o'! .. -_ . _ . 4 . . . . . . . . .... . .._. . __ w it x y r L k • Z,4 Z4" .. zz.!7_ -'.G , e*. J '' ✓. • • � r .. _ . - . 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I i ( i • 1 .T. , _ — i— r 1 i i i 1 i 1 i i j i i 1 . , H : H i} H : F � I I . • RICHARD HZJDSON & ASSOCIATES, INC. JOB 41114"1. \JP Not Tf+ CONSULTING ENGINEERS SHEET NO. R i OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY C.3 t DATE SEATTLE, WASHINGTON 98122 CHECKED BY _ DATE c 206- 324.6160 SCALE F.c0F P_ . o S7sj cli - PaN.LIt N/ /2 1 iclt 0,...1 w/ 2x4 D F.-L. c:TITFE.NWe- Q. 29 /c... . rue.L.lN:: e._. ` -0'!0 °/e . Erma n6 DEAR LACs RooF1■6 = 2.2, P o S13. 1.7 1't1• 2y4 e24 c. 7 , INsoLA."T1o1-1 _ , 6 SPeikitt et ` ..._ 2, d CEIUN4 .1,0 .: 1© ...r _ ?or2LIkt . ..( ...1.'`).14 ?L_? Z (_2. NV 1% PSG LIYt LaiNt� ....... 25 Parr: 1 iVcUn5,. e S-�ca Yc.. ( -- - Z t . 2 42 IY2 2 C "/a)12 T ,..e4 , :. 2 cj 87S CIS.B75) r: Ie4.3 14 cis w CI 'II' ( , .•`. . 20(00 P' -I e 12`..3 C .. f ►z .) _ ,951 a.w..C3 l.)-5 .\ sec, OI, )C,9ai.) ac, 3G, Pt,,‘ I 7,.`6? ©k 'k. Oo CSvtSZ. 2 I6'1 61.1_, • 2I.3 ,afL _ :,z „ / < I, , 4 I et415 c ipz 2,1) II�. 4 .. , (D1a (.304)( Z (09)‘ ,11” 1 I Nyfu 25 7 IA( 935,4) , a� , RICHARD HUDSON & ASSOCIATES, INC. °a G'r�TE�nIA� Nd - p+ CONSULTING ENGINEERS SHEET NO. 1 2. OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY 4411 DATE — SEATTLE. WASHINGTON 98122 CHECKED BY DATE - . . 206.324 -6160 SCALE Roc Feaat•11 1 e.=I Lot, a: r e.. 2 ek , 5 0 (, = 2i.5(13 +Z5) + PLr = .c17 1-c1' f i . . � . r ti v 24= w 114- R.= 11kIP . 1 t 69., '_"" C.Nec k to K 2l . S i' Z- 1, 3 c 2.175 FI oe 1 5 Zo-t mil ... d . - 1 r ZS . ..._...... Z z ok 46.= . 4,3 er; 4 x21 et 1-13 M ! g/8c _M ti z zo ..� . -z t t $°$L'� .. t'i+ _ 6 o Z t - r 1 1"1.1 ' '• C µ =. Cfl r c.7 c LE SIR 7•,. 4 I �; ;$4' 22 b 2.. 'MA .. o ic. { !I. ' p 18t.3 1N Au= EiZ'•9- iz( I 7 MI L2S of L. = 13 (f zA1 , .. Zo) _ • 59 16 pir -. J I C 20> r � 4* t 4.Rad - 24/ i C i + ?-. 7 t td a.0 j - 2,I2.- Cb. I /1641.. • RICHARD HUDSON & ASSOCIATES, INC. JOB n NA./6 o r CONSULTING ENGINEERS SHEET NO. F► " OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY ••• r") DATE SEATTLE, WASHINGTON 98122 CHECKED BY DATE 206- 324 -6160 SCALE IF-AM S C a- (i'z C " 1 < 5 0 olc. . CI , q 5 Goo 2 a) 12, g. . z,4 ,1s) 2.AC111s) r - (I2.B� r Z.Ca ?Z ks\ 3 a� /af. l.oc� = 2 Co ?s\ , 0 tee (VS .... .. ...... . 12S im is +"1f c Z 116 t'1 7 b ,r- -tt • - 4. _ C O . 2 ; Qs t A' 1(.7- nrti 1(04 Psi <Ka ( , '`. .L _ r p\ ! q Q X q : c t`(, {ZJt 7`.41h t' a 1,1 fi " 94 1 4' ,t1 44 ,© ` 1 Cs= ;zq.1(rt)C ) ;3.Co <5+ . 1.'1S 1- 1?. X23 ( F�, 2,e1 (1,1Q I_,1.( • RICHARD HUDSON &c ASSOCIATES, INC. JO8 �'�,a N N. r%Lt� G 7 CONSULTING ENGINEERS SHEET NC, OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE SEATTLE. WASHINGTON 98122 CHECKED BY DATE 206- 324 -6160 C . SCALE 1N ;C4i,iJice. ��.V{rY1 eJ 'n � 11 1 „ i Vv= 2 - 4 - J 3 Z / 4 Patf.ow " 1 con &, Cv soli - 43+ 5 - 1. � 2. 5 5 G)'(1 6risi \ l _ 11 rw z , �� r Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Joh #: • 206 - 324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/29/95 Page: STEEL COLUMN BASEPLATE DESIGN BLDG 7 GATEWAY NORTH Hone LOAD DATA 1 Axial Load 43.74 k X -X Axis Moment 0.00 k -ft AISC Section Mane : TS6x6x1 /4 DOLT DATA Bolt Tension Capacity : 2.25 k Bolt Count Per Side 2 Anchor•Bolt Area 0.440 in Bolt Dist. from PL Edge: 1.50 in Bolt Dist. fron PL Edge: 1.50 in • PLATE & SUPPORT DATA. Baseplate Depth : 12.00 in " Width 12,00 in Support Area Depth 60.00 in Support Area Width 60.00 in -- MATERIAL DATA — Fy 3000 36 psi ksi Load Duration Factor : 1.00 AISC Section Depth : 6.00 in Flange Width 6.00 in Flange Thickness : 0.250 in Web Thickness 0.250 in -- PLATE DESIGN — �_ Min. Required Thickness 0.661 in Plate Analysis Method : 3 Tension Force per Bolt: 0.00 k Bearing Stress : 303.75 psi Allow Bearing... Per ACI 10.15 : 3570.00k Per AISC 1.5.5 : 2100.00 psi Max. Plate Capacity for Allowable Bearing..:. 302.40k -- PLATE ANALYSIS — Actual Plate Thickness: Max Allow Plate Fb Actual fb fi: V4.4A:3 (c) 1983 -94 EHERCALC Richard Hudson and Associates, KW0601345 • • • • - : ' - D� '7 7_ LC. ' RICHARD HUDSON & ASSOCIATES INC. JOB ' C� AYL.WRY f�c,;Ti4 CONSULTING ENGINEERS ' vra SHEET NO. F — I / OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY r ► ' - - DATE 3 / 14' f c /i • SEATTLE, WASHINGTON 98122 • C 206 - 324 -6160 1zz . . 9 0 , r : F t MlAi (7.- % - f FF 1LJ 2 ...-.. . w w= (v) (as- t _ - 46 0 th mintrJii JtC.‘CUt? / Al 1 3/0 /. /5�� ; . ; ....( L 30'1- _ , D F � r I s � 3 ( ), t2 4 .. . , - - 1 2'(. Er) _.� 4" i ! it L . , I ' ` � _ f Z 1 i IN 1 I I ! ; I ! I I � I I o I i 1 f' i i 1 r - 1 + i X44, »»��,, f .o. i I i i -- I� I I 1 3 I I, 1. I 1 : I 1 + ; 1 1 r . f i . ' -- . � i i 1 ! 1 i i 1 1 11 { I i __I Y i I I 1 I i I I 1 i 1 I ' 1 ■ , , t 1 1 , I , i i 1 { -• i 1 r I i :_..- . ......._.. _. I �._.. RICHARD HUDSON & ASSOC. Title : CONSULTING ENGINEERS Scope : 1605 12TH AVE. Number: SEATTLE, WA Misc : Dsngr : Date:22- Mar -95 GENERAL TIMBER BEAM ANALYSIS & DESIGN Page DESCRIPTION » BLDG #7 GATEWAY NORTH » CANTILEVERED ROOF BEAM BEAM DATA DESIGN DATA TIMBER SECTION = GL6.75X30 LOAD DURATION FACTOR= 1.15 BEAM WIDTH = 6.75 in USE BEAM WEIGHT ? Y y/n BEAM DEPTH = 30 in REDUCE SHR BY 'd' ? Y y/n LAMINATION THICKNESS = 1.5 in Fb - BENDING = 2400.psi END CONDITIONS Fv - SHEAR = 165 psi FIXITY CODE » 1 « Fc - BEARING = 650 psi 1 =Pin /Pin, 2= Fix /Fix ELASTIC MODULUS = 1800000 psi 3= Fix /Pin, 4 =Pin /Fix BEAM DENSITY = 33 pcf 5 =Fix /Free SPAN DATA UNBRACED LENGTHS CENTER SPAN = 40 ft Le : CENTER SPAN = 8 ft LEFT CANTILEVER = ft Le : LEFT CANT. = ft RIGHT CANTILEVER = 7 ft Le : RIGHT CANT. = 8 ft APPLIED LOADS Use ' - distances for left cantilever Uniform @ Center: Trapezoidal �. Dead = 368 pif Live = 612 pif Dead @ Left = pif @ Left Cant: @ Right= pif Dead = pif Live @ Left = pif Live = plf @ Right= plf @ Right Cant: ...X -Left = • ft Dead = 368 pif ...X -Right = ft Live = 612 pif Concentrated .. #1.. .. #2.. .. #3.. .. #4.. .. #5.. .. #6.. .. #7.. .. #8. . Dead = 5170 lbs Live = 7950 lbs Dist. = 47 ft Applied Moments .. #1.. .. #2.. .. #3.. .. #4.. .. #5.. .. #6.. .. #7.. .. #8.. Dead = in -# Live = in -# Dist = ft SUMMARY USING: 6.750" x 30.00" Beam, Bending = 86.9 %, Shear = 81.77% Reactions: Dead Max. Max. M +@ 18.8 ft = 182.759 ft -k Left = 7.13 19.37 k Max. M -@ 40.0 ft = - 46.342 ft -k Right = 17.52 43.76 k Max @ Left = ft -k Deflections: ( Max @ Right = - 116.98 ft -k Center. _ -0.58 -1.87 in Max. Allow Moment = 210.332 ft -k ...L /Deft = 823 257 ...Dist. = 18.78 19.53 ft fb : Max. Actual = 2,166 psi Left = in Fb : Allowable = 2,493 psi ...L /Def1.= fv : Max. Actual = 155.2 psi Right = 0.16 0.87 in RICHARD HUDSON & ASSOC. Title : CONSULTING ENGINEERS Scope : 1605 12TH AVE. Number: SEATTLE, WA Misc : Dsngr : Date:22- Mar -95 GENERAL TIMBER BEAM ANALYSIS & DESIGN Page f,r -3 Fv : Allowable = 189.7 psi L /Defl.= 1019 193 Max. Shear @ Left = 19.3695 k Max. Shear @ Right = 23.4527 k Ck = .811(E/Fb)A.5= 22.21 Sxx - Supplied = 1012.5 inA3 Cs = (LeD /B ^2) ^.5 = 10.20 Area Supplied = 202.50 inA2 Cf = (12/d) ^.111 = 0.90 REQUIRED Sxx & Area ALLOWABLE STRESSES Max. Center Mom = 182.8.ft -k Fb Fv ....Sxx Req'd = 879.8 inA3 Center Span = 2.49 ksi Max. Left Mom = ft -k Left Support = 2.49 0.19 ksi ....Sxx Req'd = inA3 Right Support= 2.49 0.19 ksi Max. Right Mom = 117.0 ft -k ....Sxx Req'd = 563.2 inA3 QUERY VALUES Design Shear @ Left = 25.3 kips Left Center Right ....Area Req'd = 133.3 inA2 Dist. = ft Design Shear @ Right = 31.4 kips Shear = 17.60 17.60 k ....Area Req'd = 165.6 inA2 Moment= ft -k Defl •- in Brg Req'd @ Left = 4.41 in Live Load Location Brg Req'd @ Right = 9.97 in @ LEFT CANT. ? Y y/n ( •• Camber @ Left = in @ CENTER SPAN ? Y y/n @ Center = -0.87 in @ RIGHT CANT. ? Y. y/n @ Right = 0.25 in CHECK VOLUME FACTOR ....'t • REQUIRED Sxx & Area 1 Max. Center Mom = 182.759 ft -k / ....Sxx Req'd = 794.605 inA3 ....VOL FAC Cv = 0.83226 ....BM SEC Sxx = 1012.5 inA3 ((b *h ^2/6)) ....CV * Sxx = 842.666 inA3 ( `" J 04- ,- + Gl2i.4. �F? L .- .57 �0 E --T—L77— U --- L - c�-..._to t‘...• y —a ( f s ue _ I =,._......_. _._: 4-o _________,,I,_ 7'2.,> • Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Job #: • 206 - 324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/22/95 Page: .K r:.. 4' c . GENERAL TIMBER BEAM DESIGN BLDG 7 GATEWAY NORTH CANTILEVERED ROOF BEAM BEAM DATA SPAT! DATA Timber Section Y End Fixity Pin:Pin Center Span = 40.00 ft Bean Width = 6.750 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Bean Depth = 30.00 in Bean Density = 33.0 pcf Right Cantilever = 7.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.15 UMBRACED LENTILS Fb - Bending = 2400 psi Bean Wt. is Added to Loads Le : Center Span = 8.00 ft Fv - Shear = 165 psi End Shear Calc'd @ 'd' distance Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 8.00 ft APPLIED LOADS Uniforn Load Q Center Span: DL = 368.0 plf LL = 612.0 plf Uniforn Load @ Right Cantilever: DL = 368.0 plf LL = 612.0 plf Point Load: DL = 5170.0 # LL = 7950.0 i at 47.00 ft SUMMARY Max. Pos Mon @ 18.78 ft= 182.63k-ft Shear: Max. @ Left = 19.36k Reactions... Dead Maxinun Max. Meg Moo Q 40.00 ft= -46.33k-ft ...used for dsgn= 25.28k Left = 7.12k 19.36 k Max @ Left = 0.00k-ft Max. @ Right = 23.44k Right = 17.50k 43.74k Max Q Right = -116.97k-ft ....used for dsgn= 31.40k Max. Allow Monent = 210.33k-ft fv : Max. Actual = 155.07 psi Deflections... fb : Mar.. Actual = 2164.5 psi Fv : Allowable = 189.8 psi Center = -0.58 in • -1.87 in Fb : Allowable = 24'2 8 psi ....Dist = 18.78 ft 19.531ft ■y. Bearing Req'd 0 Left = 4.41 in L /Defl = 825 257 Ck = .811(E /Fb)^ 5 = 20.7 ...Area Req'd = 133.221n Left = 0.00 in 0.000 in Cs = LeD /B ^2)^ 5 = I. 0 Big Req'd 0 Right = 9.97 in ..L /Defl = 0 0 Cf = (12 /d) ^ .111 = 0,90 ....Area Req'd = 165.49 in Right = 0.16 in 0.872 in � ...L /Defl = 1024 193 .. 111I111111111111111111111I1111111111111 111111111111I11111111111I111II111111I11111I i1 11111. Ntr) I .JJ CLJ V i iiIMEMEN1IMMINIUM11.......01.1.7■1 40.00 7.90 (continued on next page....) C ' V4.4A.3 (c) 1983-94 EUERCALC Richard Hudson and Associates, KW0601345 Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Job #: 206 -324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/22/95 Page: R r ( `. GENERAL TIMBER BEAM DESIGN (cont'd) BLDG 7 GATEWAY NORTH CANTILEVERED ROOF BEAN ( continued) s1.ez 111 Firth. • 15E421t 4 • 17.'0 ft 1,, ,- IP r • - 14.00 /VP. 1 41.64 ft tt I • , - '11.16 ltl.'tl Vrm. • 20.1E Klor 1 40.23 ft U ; 1' 11 1 ' Vr1r - .33.43 Mot 11 •/.0, /1 V , ', • ' ill ll •t1.•a 4.41 Gm. • 0.40 lr 1 4.0• fe OrL - -I.41 1n • 11.11 ft 0 1 . 0.0 7.7 15.4 13+.5 11,1 31.3 41.0 V4.4A.3 (c) 1983 -94 EHERCALC Richard Hudson and Associates, KW0601345 • RICHARD HUDSON & ASSOC. Title : CONSULTING ENGINEERS Scope : 1605 12TH AVE. Number: ( SEATTLE, WA Misc . Dsngr : Date:22- Mar -95 MULTI -SPAN TIMBER BEAM DESIGN & ANALYSIS Page R r - G DESCRIPTION » BLDG 7 GATEWAY NORTH ROOF BEAMS » TYPICAL GRID #3 - #12 I -- -Span 1 - -I - -Span 2 - -I- -Span 3 - -I- -Span 4 - -I- -Span 5 - -I- -Span 6 - -I- -Span 7 - -I- -Span 8 -I ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH ft 40 7 26 7 40 END FIXITY.... Left 1 2 1 2 1 1 1 Fir. /Pin /Free = 2/1/0 Rt 2 1 2 1 1 1 1 BEAM WIDTH in 6.75 6.75 • 6.75 6.75 6.75 BEAM DEPTH in 30.00 30.00 21.00 30.00 30.00 - - -- CALCULATED VALUES F'b - Modified Allow. psi 2,493 2,493 2,594 2,493 2,493 fb - Actual psi 2,444 299 2,079 299 2,444 F'v - Modified Allow. psi 189.75 189.75 189.75 189.75 189.75 fv (actual) * 1.5 psi 172.60 34.21 121.25 34.21 172.60 Moment @ Left in -k -303.1 - 2474.4 n n Right in -k - 2474.4 -303.1 Max. Mom. @ Mid -Span in -k 1391.8 1031.2 1391.8 X -Dist ft 14.93 7.00 13.00 25.07 Shears: Left k 15.46 7.22 13.22 25.78 Right k -25.78 -0.00 -13.22 -7.22 -15.46 Reactions: Left: Dead k 6.29 2.93 5.27 10.48 Live k 9.18 4.28 7.96 15.30 Total k 15.46 7.22 13.22 25.78 Right:Dead k 10.47 5.27 2.93 6.28 Live k 15.30 7.96 4.28 9.18 Total k 25.78 13.22 7.22 15.46 Max. Defl. @ Mid Span in -0.903 -0.020 -1.115 -0.020 -0.903 X -Dist ft 16.80 7.00 13.00 23.20 DESIGN DATA 1 1 1 1 I I I Le: Unsupported Length ft 8 Fb - BASIC ALLOW. psi 2,400 2,400 2,400 2,400 2,400 Fv - BASIC ALLOW. psi 165.00 165.00 165.00 165.00 165.00 85.00 85.00 85.00 E ksi 1,800 1,800 1,800 1,800 1,800 1,800 1,800 1,800 LOAD DURATION FACTOR 1.15 1.15 1.15 1.15 1.15 1.25 1.25 1.25 APPLIED LOADS I I 1 1 I I I I USE LL THIS SPAN? Y/N 1 1 1 1 1 1 1 1 UNIFORM DL plf 419 419 405 419 419 LL plf 612 612 612 612 612 PARTIAL DL plf LL plf X -Left ft X -Right ft TRAP.... DL @ Left 1 /ft DL @ Right f /ft LL @ Left l /ft LL @ Right 0 /ft �.. X -Left ft X -Right ft POINT DL 1 LL 0 X -Dist. ft RICHARD HUDSON & ASSOC. Title : CONSULTING ENGINEERS Scope : 1605 12TH AVE. Number: SEATTLE, WA Misc : ,r Dsngr : Date:22- Mar -95 GENERAL TIMBER BEAM ANALYSIS & DESIGN Page R F'- DESCRIPTION » bldg #7 gateway north » CHECK ROOF BEAMS BEAM DATA DESIGN DATA TIMBER SECTION = 6.75x21.0 LOAD DURATION FACTOR= 1.15 BEAM WIDTH = 6.13 in USE BEAM WEIGHT ? Y y/n BEAM DEPTH = 21.00 in REDUCE SHR BY 'd' ? Y y/n LAMINATION THICKNESS = 1.5 in Fb - BENDING = 2400 psi END CONDITIONS Fv - SHEAR = 165 psi FIXITY CODE » 1 « Fc - BEARING = 385 psi 1= Pin /Pin, 2 =Fix /Fix ELASTIC MODULUS = 1800000 psi 3 =Fix /Pin, 4 =Pin /Fix BEAM DENSITY = 33 pcf 5= Fix /Free SPAN DATA UNBRACED LENGTHS CENTER SPAN = 26 ft Le : CENTER SPAN = ft LEFT CANTILEVER = ft Le : LEFT CANT. = ft RIGHT CANTILEVER = ft Le : RIGHT CANT. = 'ft APPLIED LOADS Use ' -' distances for left cantilever ! Uniform ( @ Center: Trapezoidal 4... Dead = 368 plf , Live = 612 plf Dead @ Left = plf @ Left Cant: @ Right= plf Dead = plf Live @ Left = plf Live = plf @ Right= plf @ Right Cant: ...X -Left = ft Dead = plf ...X -Right = ft Live = plf Concentrated .. #1.. .. #2.. .. #3.. .. #4.. .. #5.. .. #6.. .. #7.. .. #8.. Dead = lbs ' Live = lbs Dist. = ft Applied Moments .. #1.. .. #2.. .. #3.. .. #4.. .. #5.. .. #6.. .. #7.. .. #8.. Dead = in -# Live = in -# Dist = ft SUMMARY USING: 6.125" x 21.00" Beam, Bending = 87.7 %, Shear = 69.68% Reactions: Dead Max. Max. M +@ 13.0 ft = 85.3007 ft -k Left = 5.17 13.12 k Max. M -@ 26.0 ft = ft -k Right = 5.17 13.12 k Max @ Left = ft -k Deflections: r Max @ Right = ft -k Center. _ -0.48 -1.22 in 1 �_ Max. Allow Moment = 97.3009 ft -k ...L /Def1.= 650 256 ...Dist. = 13.00 13.00 ft fb : Max. Actual = 2,274 psi Left = in Fb : Allowable = 2,594 psi ..L /Deft.= fv : Max. Actual = 132.2 psi Right = in • RICHARD HUDSON & ASSOC. Title : CONSULTING ENGINEERS Scope : 1605 12TH AVE. Number: ( .. SEATTLE, WA Misc : Dsngr : Date:22- Mar -95 GENERAL TIMBER BEAM ANALYSIS & DESIGN Page Rt . Fv : Allowable = 189.7 psi L /Deft.= Max. Shear @ Left = 13.1231 k Max. Shear @ Right = 13.1231 k Ck = .811(E/Fb) ^.5= 22.21 Sxx - Supplied = 450.2 in ^3 Cs = (LeD /B ^2) ^.5 = Area Supplied = 128.63 inA2 Cf = (12/d) ^.111 = 0.94 REQUIRED Sxx & Area ALLOWABLE STRESSES Max. Center Mom = 85.3•ft -k Fb Fv ....Sxx Req'd = 394.7 in ^3 Center Span = 2.59 ksi Max. Left Mom - ft -k Left Support = 2.59 0.19 ksi ....Sxx Req'd = in ^3 Right Support= 2.59 0.19 ksi Max. Right Mom = 0.0 ft -k ....Sxx Req'd = 0.0 in ^3 QUERY VALUES Design Shear @ Left = 17.0 kips Left Center Right ....Area Req'd = 89.6 inA2 Dist. = ft Design Shear @ Right = 17.0 kips Shear = 13.12 k ....Area Req'd = 89.6 inA2 Moment= ft -k Defl = in Brg Req'd @ Left = 5.57 in Live Load Location Brg Req'd @ Right = 5.57 in @ LEFT CANT. ? Y y/n Camber @ Left = in @ CENTER SPAN ? Y y/n @ Center = -0.72 in @ RIGHT CANT. ? Y, y/n @ Right = in } GENERAL TIMBER BEAM ANALYSIS & DESIGN F DESCRIPTION » GATEWAY NORTH BLDG #7 » CANTILEVERED BEAM AT GRID 2 & 13. BEAM DATA DESIGN DATA TIMBER SECTION = 6.75x25.5 LOAD DURATION FACTOR= 1.15 BEAM WIDTH = 6.75 in USE BEAM WEIGHT ? Y y/n BEAM DEPTH = 25.50 in REDUCE SHR BY 'd' ? Y y/n LAMINATION THICKNESS = 1.5 in Fb - BENDING - 2400 psi END CONDITIONS Fv - SHEAR - 165 psi FIXITY CODE » 1 « Fc - BEARING = 650 psi 1= Pin /Pin, 2 =Fix /Fix ELASTIC MODULUS = 1800000 psi 3= Fix /Pin, 4= Pin /Fix BEAM DENSITY = 33 pcf 5= Fix /Free SPAN DATA UNBRACED LENGTHS CENTER SPAN = 25 ft Le : CENTER SPAN = 8 ft LEFT CANTILEVER = 0 ft Le : LEFT CANT. = 0 ft RIGHT CANTILEVER = 7 ft Le : RIGHT CANT. = • 8 ft APPLIED LOADS Use ' -' distances for left cantilever ! Uniform @ Center: Trapezoidal Dead = 368 plf Live = 612 plf Dead @ Left = 0 0 0 0 plf @ Left Cant: @ Right= 0 0 0 0 plf Dead = 0 plf Live @ Left = 0 0 0 0 pif Live = 0 pif @ Right= 0 0 0 0 pif @ Right Cant: ...X -Left = 0 0 0 0 ft Dead = 368 pif ...X -Right = 0 0 0 0 ft Live = 612 pif Concentrated .. #1.. .. #2.. .. #3.. .. #4.. .. #5.. .. #6.. .. #7.. .. #8.. Dead = 5170 0 0 0 0 0 0 0 lbs Live = 7950 0 0 0 0 0 0 0 lbs Dist. = 32 0 0 0 0 0 0 0 ft Applied Moments .. #1.. .. #2.. .. #3.. .. #4.. .. #5.. .. #6.. .. #7.. .. #8.. Dead = 0 0 0 0 0 0 0 0 in -# Live = 0 0 0 0 0 0 0 0 in -# Dist = 0 0 0 0 0 0 0 0 ft SUMMARY USING: 6.750" x 25.50" Beam, Bending = 75.5 %, Shear = 82.90% Reactions: Dead Max. Max. M +@ 10.6 ft = 58.2298 ft -k Left = 3.25 10.90 k Max. M -@ 25.0 ft = - 46.172 ft -k Right = 14.96 37.67 k Max @ Left = 0 ft -k Deflections: Max @ Right = - 116.81 ft -k Center. = -0.04 -0.35 in Max. Allow Moment = 154.734 ft -k ...L/Defl.= 7751 857 ...Dist. = 8.33 11.67 ft fb : Max. Actual = 1,916 psi Left = 0.00 0.00 in Fb : Allowable - 2,538 psi ...L /Defl.= 0 0 fv : Max. Actual = 157.3 psi Right = -0.16 -0.68 in Fv Allowable 189.7 psi ...L /Defl.= 1075 246 Max. Shear @ Left = 10.8961 k Max. Shear @ Right = 20.1263 k Ck = .811(E/Fb)A.5= 22.21 Sxx - Supplied = 731.5 in ^3 Cs = (LeD /B ^2) ^.5 = 9.06 Area Supplied = 172.13 inA2 Cf = (12/d) ^.111 = 0.92 ,fir - - -�� REQUIRED Sxx & Area ALLOWABLE STRESSES Max. Center Mom = 58.2 ft -k Fb Fv ....Sxx Req'd = 275.3 inA3 Center Span = 2.54 ksi Max. Left Mom = 0.0 ft -k Left Support = 2.54 0.19 ksi ....Sxx Req'd -- 0.0 inA3 Right Support= 2.54 0.19 ksi Max. Right Mom = 116.8 ft -k ....Sxx Req'd = 552.3 inA3 QUERY VALUES Design Shear @ Left = 13.0 kips Left Center Right ....Area Req'd = 68.6 inA2 Dist. = 0 0 0 ft Design Shear @ Right = 27.1 kips Shear = 0.00 8.07 8.07 k ....Area Req'd = 142.7 inA2 Moment= 0.00 0.00 0.00 ft -k Defl = 0.00 0.00 0.00 in Brg Req'd @ Left = 2.48 in Live Load Location Brg Req'd @ Right = 8.59 in @ LEFT CANT. ? Y y/n Camber @ Left = 0.00 in @ CENTER SPAN ? Y y/n @ Center = -0.06 in @ RIGHT CANT. ? Y y/n @ Right = -0.23 in CHECK VOLUME FACTOR REQUIRED Sxx & Area Max. Center Mom = 58.2298 ft -k -116.8 ft -k ....Sxx Req'd = 253.173 inA3 507.89 inA3 ....VOL FAC Cv = 0.88660 ....BM SEC Sxx = 731.531 inA3 ((b*hA2/6)) ....Cv * Sxx = 648.580 inA3 • RICHARD HUDSON & ASSOCIATES, 'INC. J0B F A t+ r= w CONSULTING ENGINEERS SHEET NO, R r- « OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY r? w.c DATE 3 /Z, l % 6 � SEATTLE, WASHINGTON 98122 206- 324 -6160 L.-11 eGiG '7'5 (0 16 y kit- ... C4i 2 . u 1444 J . -- ... y • �P /5 -zv : ' • 1 2 2.40 y' 1 ..y i ' i i i ' — S c3vT vf' { 2 % I � I '' 1 1 i j ? i I I ! I , # , i I ' 1 , ! J I I I i i i I __ — —_ __ __... ___ _ _ ___v_ .. _ ! s 1 , i , _ t - -_ 1_ I , C J , I , . I ! I i 1 1 i - _ f I 1 I f I 1 f _ 1 I • t 1 I j... i 1 1 t ' ' f , , , L I « I C.' I i 1 = i I I i I • , . , Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: . Seattle WA 98122 Job #: 206 -324 -6160 Designer: Fax 324 -6248 Misc: Date: 03/29/95 Page: F3F7 Z STEEL COLUMN DESIGN COLUMN DATA APPLIED LOADS RISC Section ts6x6x1 /4 Axial Dead Load = 17.50 k "Y" Eccentricity = 0.00 in Colunn Height - 25.50 ft Live Load = 26.24 k "X" Eccentricity = 0.00 in Fixity @ Top : Pinned Short Tern = 0.0k Fixity @ Bottom : Pinned Unbraced Lengths... - Dead - - Live - - Short- - %:Start - - X:End - For Y-Y Buckling = 25.50 ft X-X Axis Monents: Top = --None- - For X -X Buckling - 25.50 ft Botton = --None-- DESIGN DMA Btwn Ends = -- None -- Fy = 46 ksi Y -Y Axis Moments Top --None- - Load Duration Factor = 1.000 Bottom = -- None -- Live & Short Tern Applied Together Btwn Ends = -- None -- ' Sidesway... X -X Axis :Restrained Point Loads X -X Axis = -- None -- Y-Y Axis :Restrained Y -Y Axis = -- None -- Effective Length Factors... Uniform Loads X -X = -- None -- X -X Axis = 1.00 Y -Y = - -None -- Y-Y Axis = 1,00 SECTION DATA SUNNARY . Depth = 6.00 in Width - 6.00 in Combined Stress Ratios... - Dead --- Live - • DL + LL. - DL +LL +ST - Top Thickness = 0.250 in Formula 1.6 - la - 0.362 0.543 0.905 0.905 Web Thickness = 0.250 in Formula 1.6 - lb = 0.113 0.170 0.284 0.284 Area = 5.590111 Formula 1.6 - 2 = Weight = 18.980 plf Actual & Allowable Stresses... rT - 0.000 in Fa : Allowable = 8.64 8.64 8.64 8.64 ksi �... Ixx - 30.3 inA4 fa : Actual = 3.13 4.69 7.82 7.82 ksi Sxx - 10.1 inA3 Fb :xx : Allow [F1 -6] = 27.60 27.60 27.60 '' 27.60 ksi Rxx. = 2.33 in " " (F1 -7 & F1 -81 = 27.60 27.60 27,60 27.60 ksi Iyy = 30.3 inA4 fb:xx Actual = 0.00 0.00 0.00 0.00 ksi Ryy - 1 10.1 in^3 Fb :yy ": Allow (F1 -61 _ 27.60 27,60 27.60 27.60 ksi R (F1 -7 & F1-8] 27.60 27.60 27,60 27.60 ksi fb:yy Actual = 0.00 0.00 . 0.00 0.00 ksi Max X-X Axis Deflection = 0.000 in at 0.00 ft from column base Max Y -Y Axis Deflection - 0.000 in at 0.00 ft from column base interaediate Stress Calculation Values F'ex DL +LL = 8644 psi Cn:x DL +LL = 0.60 Cb :x DL +LL = 1.75 F'ey DL+LL - 8644 psi Cn:y DL +LL; = 0.60 Cb:y DL +LL; = 1.75 F'ex DL +LL +ST = 8644 psi Cn:x DL +LL +ST = 0.60 Cb :x DL +LL +ST = 1,75 F'ey DL+LL +ST; - 8644 psi Cosy DL +LL +ST) = 0.60 Cb:y D L+LL +ST) = 1.75 (continued on next page....) V4,4A.3 (c) 1983 -94 ENERCALC Richard Hudson and Associates, KW0601345 Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope: Seattle WA 98122 Job #: 206 -324 -6160 Designer: Fax 324 -6248 Misc: • Ar p Date: 03/29/95 Page: xi:7 l 3 . STEEL COLUMN DESIGN (cont'd) ( continued) 0><:cl I140 ' 11/ 1 f7 �R lip 1 1P H 11 P/4:0 1.0000 ht • 17.00 Y Y PH:O LOAM 011 • 24.24 Y 4.4A.3 (c) 1983 94ENERCALC Richard audson and Associates, 010601.345 JOB 07E 11 gi NoR"''z RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS SHEET NO. f►. OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE SEATTLE, WASHINGTON 98122 CHECKED B DATE 206 -324 -6160 SCALE 7 r. '`'L 6 _ . ` '. 4 - ' i1 tt0 S E1`.. c.. C. I/t 1 Z 4 2.6 - 1 f . 2'l .,.._ `. I -.c t. �w ' y V= .137 . . G 1 2.75 , ` , ". L WL c j A. L 2.5 ,l- 19;1 / ` 7�j 9b4 � r F'Ro&IT t• a. LL, = (2'.5 * 12, , 7 11 Pis . Re=c)F (1aiktisv4di CI (t tck = 4-7 , ( a ss7 Per x. ,1177s . '` `i. 89 ?LIB' V= (.1-eli)6 Y-4?S z. . .. ........... . nr = 77. - 7 PLP + P- 1t locl a. 2.1z 7c. e.. cur lo c, f 13 4 4,7' ,-6.s f l/o o, jka.. 3x Fri' L 90 - rit PLF 1 ..._ - 2.9, 7 , {) = Sc9 r .F k Zrz C' cc 1 ZO T .,� y Q, oT t2 -'1 e_o IJ ;, =a n-F ' p / r- ?�i F Rt>Mtf t� 1 1 e .!;. coo�7 . 4$ l l,2) (7 r -t.f` 3` ac- cjl 41.'? . (:. . . c. --L . ,.+,.-1.' 1� a -. -4 7(76, (A. 4 lad c z ..,,.,1.1 . ,■ /..)-.4 2q.• C> ST Q I. F � 4 .. 'id. 0•.., i� • , . • . . .. , .. . . .. _ .. • RICHARD HUDSON & ASS'TATES, INC. JOB 64re 'Amy A/04 777 i to 7-- CONSULTING ENGINE SHEET NO, 40 ta , ( OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY Zbt L. DATE SEATTLE, WASHINGTON 98122 . . • 206-324-6160 . . .. ... _ 1 . . . . . • 4 .1- . . . .......... . _... . . . ....._ _ .._. . . . .....:_—_______ , . • .. . ......_______ _..... ..._ ..._ ...__. _. ... . . ._______ . .._... ; _ Attin.4A-aci.c . . 0 ..J■t./. ._.....4) Ron. .._.A171 _ :r--..r. ...1..40 eizarkt,ritl-f. ....____.. pc.tei,te.004441:244.^:&__..fitat- . ei/..t nc. 2 s 1 . . , . el. ut.ZUZ) 4014PA1,244 --. 1 A)ci 430vAloihRy 144-it... : SPA-r;uti& - AI '2: Po-ars 1_.., : 4 " ,Da ! ! ...„ .... I i 1 . ( 611.40v4:coqr iry void 0 . z ' 4 - 0, C ) , i i , . I 1 ■ ...■, .........- ... - : 7- -..... , 7 ___:,7...._......_...„....._.....,_.— , . - . — : AM I L !r/0,4e. ;AI & G, , 1 et tet/004 ' __J, .11:Nei. ED' t. , k 5 1 = 3 OC! 1 i --- _____......______;._ ____ . .__ ____ , ----- 1 ; of 1 Acf%oMi , 1,t_of_MI/V4 ' v 17 . CO i -1 4'4 , v - 41-! eltzv 6‘.7 ' /AiirairtHOC.47)/0E S ;; . ... . . i 1 I I 1 I 1 1 * 1 ! 1 I 1 ! i ! _ I _ D _ - ■ .■ .1 i 1 * i I 1 i --i--...----- . i 1 I ! I i I 1 . I 1 1 I 1 tvii\ Y '4 i1996 , 1 1 ---- i i * - , i .1 • i • I 1 1 , . I ___..., ________ ; 1 I , I • : I i I i I ! _ j__!,.:t .1 1 __ _ -- 1 ,---- _ .,_ __ _ - I I 1 ITY OF iTUK ILA I I 1 . , i 1 , , ! 1 1MAi 0 5 i991 i I 1 1 1 _untuTGEt-Efil— , 1 ; , I ,' if • ..... _ ______L, ___......._....__ ..1 . C _ ___I____ . _.,______1__. _. ..... . 1 r 1, ..- , P 4 V ‘ / C I s l Z 1 0 ar' r V iir cr i i i -----i--- , ; , 1 ; ; , /irtoc„;`*e i ---- • - - ' -....:;;;----- ----- -- 1 . I- , 1 1 ._. ., , . . , I I . ! . ........ . ■ . . I 5 rf.R VC- - erktrlit . , i ; ; ' 1 : : ! ' — ' I - -- , i . : c _ i i t s-r_,KL. 19,4,, 1 a . i , 1 ; + • r , ---.."---..-.•■• : i 1 i . • , ■ , _ . 6: 7 441 A ,. OF 4-00e... vw:frc:C , .....,,_(4to i G. ) I ti - I 3 7 ., . . . .. . . • ...- I . u :D. - .r.4. rt-.... s..4,)!!'.. ...' , a (1. $. ''' ' 94 • 4 ic7 • s a ei 14 4.1. - /41 -S ' 1 17 7 , = , 6 P / it / fi . . . • • V �-i r w � .&- l .' /. il , � . . -�y 2',Nftteri,w., 2.c "- . . - '�' - ' �� / i C.f ithg- ✓4 &LOG • 't -- -. = 1 /.• n - 1'�iC:rr_ — P46 Cz " / 9/ TABLE NO.25-1- 1— ALLO ,4dLE SHEAR IN POUNDS PER FOOT FOR HORIZON 'AL PLYWOOD DIAPHRAGMS 8 :ADD • WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE' . tg oCKt n DIAPHRAGM 1 UNBLOCKED DIAPHRAGM Nell gulag diaphragm Neils f' at • tlaaNarla (al meal, at car (( Now i uml edges parallai supported and . . M load (Cam 3 AN 4) aid it lad wpm- Nominal VA of pawl M fa (Casa 6 tad f) Naar to w► C on Penetration In Framing f amin I ' 1 ' I p ikaa�a con toetfp�aatlona PLYWOOD GRADE 'WW2 ( 21111(110 0 POW" ) Nell apodnq n thsr GOV bill gun 2. 8d . 1% • V1, 2 185 250 375 420 165 125 3 210 280 420 475 • 185 140 STRUCTURAL I 8d 1'��' . 34 2 270 380 530 600 240 180 3 300 400 600 675 , 285 200 IOdI 1% 15 /32 2 320 425 0 640 730 •285 . 215 3 380 480 720 820 320 240 3 ,,, 2 170 225 335 380 •150 110 • 3 190 250 380 430 . 170 125 m 6d • • 1% to ' 2 185 250 375 420 165 125 • 3 210 280 420 475 185 • 140 Z % 2 240 320 480 545 215 160 41 C -D, C -C, STRUCTURAL II 3 270 360 540 810 240 • 180 C a other grades covered 8d 1 % in U.B.C. Standard No. 25.9 15 /32 2 270 360 530 600 240 180 w 3 300 400 600 675 265 : 200 c • 1 2 200 385 575 855 , 255 190 6 1041 l % . 1! /32 3 325 430 ` 650 735 290 • 215 Z 19/32 2 320 425 •640 730 " 285 215 0 . . '3 380 480 720 620 320 240 2 w m A 5 MT RATIO f. 7AaLG 2 S"Z 'These values are for short-time loads due to wind or earthquake and must be reduced 25 percent for normal loading. Space nails 12 Inches on center 1 i along intermediate framing members. _ -• Allowable shear values for nails in framing members of other sp species n Table No. 25 -17 -i of the U.B.C. Standards shall be calculated z for all grades by multiplying the values for nails in Structural I by the following factors: Group III, 0.82 and Group IV, 0.65. — 2 Framing at adjoining panel edges shall be 3 -inch nominal or wider and nails shall be staggered where nails are spaced 2 inches or 2'/2 inches on center. •• 2 Framing at adjoining panel edges shall be 3 -inch nominal or wider and nails shall be staggered where 10d nails having penetration into framing of 1C more than 1/8 inches are spaced 3 inches or less on center. m Pi -rWoob EPGe 1 PARRv (Ake S Ya- Cr/LCfti • use It- S P x�x Air e . Y.. ., i .. - ........ t' 4t.7L. Pt:044M PFa tittti'(r" 6 Load CASE 1 Framing + CASE 2 K oo s or usco CASE 3 1 } + • Load CASE 4 C9 ■t��tt��, ■ti "` - ---- ra 1 111 8 II _tl _— ■ e 111111110 11 - - - ,mum �i��� m �••���� / 1111111 11li —r— � ;u ;i INN MN � MAMMA* BOUNDAAY Continuous panel joints • • • Load . CASE 5 F ramin g Load • CASE 6 Framing . • �� i lk :. ! X 111'. MI' 111E; Continuous panel lam ` Blocking Continuous panel joints 4ir Blocking • . w • N ote: Framing may be oriented in either direction for diaphragms, provided sheathing is properly designed for vertical loading. =+ St1VU < •' • • • RICHARD HUDSON & ASSOf'•IATES, INC. J0B ��� 14l�f /(IiKTr! .�'GD(� 7 - CONSULTING ENGINE 3 SHEET NO F`T pQ '..�'�. OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY 1■ DATE SP/ ` v ' SEATTLE, WASHINGTON 98122 . : • 206.324 -6160 • lfc -rcit— /ie4v[�L .. .._..� i' - ..J ...- . _ .. . VL (z s J( ,�'i� = 3� I� • / tr kr ' a /Z4 /9 , �4 ; j 0 I c 1. J i ! 1 • e . 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I • d • XISIS OW I losanH .?..t se.., EO e GeoEn ineer Incorporated (206) 746.5200 Consulting Geotechnicat `• Fax. (206) 746.5068 Engineers and Geologists 2405 • 140th Ava N.E. Bellevue. WA 98005 1 1 November 24, 1987 RECEIVED CITY OF TUKWILA Bedford Properties, Inc. APR 17 1995 c/o Kidder, Mathews & Segner 12886 Interurban Avenue South PERMIT CENTER Seattle, Washington 98168 Attention: Mr. Joseph S. Layman Regional Manager -- Vice President 1 We are pleased to submit our "Report, Geotechnical Engineering Services, Proposed Seagate Development, King County, Washington." You provided written authorization for these services in a letter accompanying a signed copy of our proposal dated August 28, 1987. The scope of our services was outlined in our proposal letter dated August 26, 1987. We `( previously presented our "Report, Preliminary Geotechnical Studies, Rosatto Butler Site, East Marginal Way South and SR 599, King County, Washington," dated August 13, 1987, for this property. At your request, we have forwarded copies of this report to the parties indicated below. We appreciate this opportunity to be of further service to you on this • project. Please contact us if you have any questions regarding this report or other aspects of the project. We look forward to assisting you during • • r the detailed design and construction phases o f the Seagate project. Yours very truly, GeoE :ineers, Inc. 01 e, edge: i t' . ttle incipal JKT:cs Pile No. 1199 -02 -1 cc: Mr. Gerald Kirkpatrick /BCI General Contractors Mr. Steve Gwinn /SSG Corporation T A B L E O F CONTENTS Page No. INTRODUCTION 1 SCOPE 2 SITE CONDITIONS 3 SURFACE CONDITIONS 3 SUBSURFACE CONDITIONS 4 CONCLUSIONS AND RECOfMENDATIONS 6 • GENERAL 6 SITE PREPARATION 7 FILL PLACEMENT 8 PRELOADING 10 FOUNDATION SUPPORT 11 FLOOR SLAB SUPPORT 12 RETAINING WALLS 13 PAVEMENT DESIGN 13 DRAINAGE CONSIDERATIONS 14 RIVERBANK STABILITY AND SETBACK CONSIDERATIONS 15 . i WariflOers Incorporated TABLE OF CONTENTS (PAGE 2) List of Appeadix'A Figures I Figure No SOIL CLASSIFICATION SYSTEM A -1 KEY TO BORING LOG SYMBOLS A -2 } LOGS OF BORINGS A 3 thru A -16 LOGS OF DUTCH CONE PROBES A -17 thru A -28 LOGS OF TEST PITS A -29 thru A -34 GecEngltt • . I ncorporated • • • l' ' r I REPORT 1' GEOTECENICAL ENGINEERING SERVICES PROPOSED SEAGATE DEVELOPMENT KING COUNTY, WASHINGTON FOR BEDFORD PROPERTIES, INC. INTRODUCTION This report presents the results of our geotechnical engineering services for the proposed Seagate Industrial Development along the Duwamish River in King County, Washington. The site is bounded by the Duwamish River, East Marginal Way South, SR 599 Highway and Pacific Highway South. I The site is shown, with respect to adjacent features, on Figure 1. Historical data including past site usage were presented in our I "Report, Preliminary Geotechnical Studies" dated August 13, 1987. Briefly, the site was primarily used for farming prior to 1970. Three buildings appear to have been erected at the northeast corner of the site in 1978 and have subsequently been removed with the exception of a small timber —frame portion of a building that remains at this time. I The site was also actively filled during the late 1970s and early 1980s by a local excavating company under a King County grading permit, as ' I discussed in the aforementioned report. The King County permit dictated that the fill was to consist of earth fill ranging from pit run gravel to I clay with some broken asphalt and concrete. The fill was to contain no wood or garbage debris and broken concrete and asphalt was to be mixed with at least 50 percent soil. Since a King County shoreline permit was never obtained, we assume that no filling was accomplished within 200 feet of the river during this grading episode. The president of the earthwork con — tractor indicated most of the fill was soil from various job sites around I the Seattle area and that it contained very little concrete, asphalt or other debris. Compaction was limited to dozers spreading the fill and the truck traffic traversing the site. Figure 2 presents a 1976 topographic map obtained from the King County grading file. It appears the earthwork contractor, Boulevard Excavating, Inc., prepared this map prior to filling I the site. • I I�1 D O ' f'O Neither specific grading nor development plans for the purposed project are available at this time. It is our understanding that one- to two -story concrete tiltup structures are anticipated, some with dock -high floors. Several of the buildings may have gross areas of on the order of 100,000 square feet. Access to the site will be gained from East Marginal Way South I near South 116th Street. I SCOPE The purpose of this phase of our services is to develop design criteria and performance estimates for the geotechnically- related aspects of the . project. Our specific scope of services includes: I 1. Exploring subsurface soil and ground water conditions by a series of explorations which includes test borings, Dutch cone probes and 1 test pits. 2. Evaluating pertinent physical and engineering characteristics of I the foundation soils from the results of laboratory tests per - formed on samples obtained from the explorations. GeoEnglneers I Incorporated , r ( SITE CONDITIONS • SURFACE CONDITIONS The site is relatively flat and comprises approximately 27.7 acres. The site is devoid of signs of previous occupancy, with the exception of the northeast portion along the Duwamish River. This portion of the site exhibits primarily gravel surfacing as well as some asphalt pavement and a slab —on —grade which remains from a recently removed steel building. The timber —frame office portion of this structure was still in placed as of . September 1987. At the west end of the gravel surfaced area, a debris pile, primarily of concrete and wood, exists. The northwest portion of the site supports considerable dense vegeta— tion, including tall grass and deciduous trees. A primitive road enters the • property from the south abutment of the Pacific Highway South bridge and follows the top of the Duwamish River bank to the north /south drainage swale ( ' entering the property. The northwest portion of the site was apparently not filled during the previously discussed grading period due to the lack of a King County Shoreline Permit. As such, this is generally the lowest area of C the site and supports the oldest vegetation. The majority of the remainder of the site is relatively flat or gently C sloping as a result of the past grading efforts. Vegetation is in various stages of reestablishment ranging from essentially nonexistent to relatively , thick. Significant drainage ditches exist along the perimeter of the site. Another drainage ditch extends in an east —west direction along the south I •: border of the northeast portion of the site (previous Butler Sealant Site). It appears that the drainage is sloped to the north /south drainage awale • ' entering the property at the Duwamish River. • i ' The bank of the Duwamish River was observed during the previous study i at an Elevation —2.0 —foot tide. Thick vegetation exists along the river bank along the top of the slope to about ordinary high tide level, masking surficial conditions. No significant riprap or erosion protection was observed. The inclination of this portion of the river bank varies from about 1.5H:1V (horizontal to vertical) to near — vertical. Most of the bank is near—vertical to about 1:1. Some localized undercutting of the bank has 3 GeoEngineers Incorporated • t ( 1.. occurred near the ordinary high tide level. In addition, localized surfi- I •• cial sloughing or slumping has resulted in the movement of blocks of soil and vegetation onto the lower portion of the riverbank which typically is I much flatter below mean sea level. The river bank below the ordinary high tide level is devoid of vegeta- 1 tion. Silty fine sand /fine sandy silt is exposed (see sieve analysis results in Appendix B). Considerable concrete, half - buried wood and metal I debris exists along this area and is exposed at lower tide levels. Based on t visual observations, the slope below the high tide mark to mean sea level, an elevation difference of about 6 feet, varies from near - vertical to about I 2H:1V where it continues from about 1H:1V to 3H:1V to the low tide level. We were not able to observe the mudline below the low tide level. However, I it appears to flatten out in some areas and continue sloping in others. SUBSURFACE CONDITIONS I The subsurface conditions at the site were explored with a program consisting of 5 hollow -stem auger borings, 5 Dutch cone probes, and 15 test I pits. The locations of the explorations are shown in the Site Plan, Figure 1. Details of the field exploration program as well as the'explor- f ation logs are presented in Appendix A. Details of the laboratory testing program are presented in Appendix B. The results of the laboratory program are presented in both appendices, as appropriate. I' The site is located in the relatively broad alluvial valley of the Duwamish River. Based on review of aerial photography as discussed in our I previous preliminary report, it appears that the river location in this particular area has been relatively stable during this century. However, we expect that the river has meandered throughout the valley floor since the last period of continental glaciation resulting in rather rapidly changing i subsurface conditions. In addition, most of the site was filled with a considerable depth of waste soils for a period on the order of five to seven years. Figure 2 presents a topographic map that appears to have been i prepared by the earthwork contractor prior to this filling episode. The depth of the fill soils varies. The shallowest fill depths, IL generally on the order of a few feet, are located along the north margin of I - the property near the Duwamish River. Since a King County Shoreline Permit t 4 GeoEngineers Incorporated ( I was not obtained during the recent grading episode, we assume any fill that I does exist within 200 feet of the Duwamish River was placed at an earlier date. We would expect the least ground modification due to the effects of I filling in the northwest portion of the site. Some regrading was accomplished in northeast portion of the site where the Butler Sealant operation was located. The greatest depth of fill along the north margin was encountered towards the northeast portion of the site where Test Pit 13 encountered 8 feet of fill including car parts, bed springs and miscel- laneous debris. Boring 1 in the same vicinity, encountered silty fine sand I • with occasional clods of silt, which may also be fill, to a depth of 11 feet. The explorations across the remainder of the site encountered from I. about 7 to 14 feet of fill. The fill was not penetrated in Test Pits 1, 2 and 8 due to refusal on concrete fragments or difficult digging conditions. [ The fill soils range from silt to silty sand with gravel (glacial till). With the few exceptions noted on the exploration logs, no significant r organics were observed in the fill. Occasionally a 1 -foot layer of organic I fill and grass was observed. A limited quantity of debris was noted in the fill. This debris generally consisted of construction materials from I building demolitions and included brick, asphalt or concrete fragments less than 2 feet in diameter. Exceptions are Test Pits 1 and 8 where refusal was , encountered at depth apparently on large concrete fragments. It appears that some of the material placed at the bottom of the fill may have included considerable debris. This may have been used to aid in "bridging" over the soft native surficial soils. The fill was reportedly placed in an 1 ' "uncontrolled" manner, i.e., no compactive effort other than by track- ' rolling with the bulldozer and wheel compaction by the dump trucks. The results of our density tests confirm this condition with compaction varying from about 83 to 88 percent of the maximum dry density based on ASTM D -1557. The top of the fill generally possesses the higher densities, primarily due I _ to desiccation. A decrease in density was noted with depth. The native soils below the fill generally consist of low- density fine - grained materials typical of alluvial depositional environment. The original grass mat was observed in many of the test pits. Toward the i I 5 Incorporated r Duwamish River, the native soil ranges from a loose fine sand with a variable silt content to a fine sandy silt. More typically, sandy r'•, y ypicall fine sand silt to clayey silt with variable organic content was encountered below the fill. The organic content was extremely variable from fine — grained soils with a trace of organic matter to peat. The peat was generally observed within the soil matrix rather than as a discrete layer. Discrete layers of organic soils were observed at some locations. The organic layer was encountered roughly from mean sea level to the high tide level. I ,. Gray fine or fine to medium sand with a variable silt content was generally encountered below this layer at about mean sea level. This unit • grades to a fine sandy silt and generally extends to between Elevation —35 and —45. An exception was noted in Dutch Cone P -1 where sand extends to approximately Elevation —60. The density is extremely variable ranging from very loose to dense. These more granular strata typically overlie a relatively thick soft clayey silt which was encountered between Elevation— !' 60 to —74. Medium dense to very dense sands grading to sandy gravel were F -- encountered in the deepest explorations varying between Elevation —60 to— t' • 80. The ground water conditions encountered during our exploration program are indicated on the exploration logs. It should be noted that the explora— tion program was conducted during the late summer /early fall season after a , very dry year. Standpipe piezometers were installed in Borings 2 and 5 to provide ground water data for riverbank stability studies. Water levels were subsequently measured at about Elevation +1.0 on September 23, 1987. Fluctuations in the level of the ground water should be expected. We anticipate the levels may be higher during the spring. Due to the random nature of the fill soils, the ground water conditions could also vary locally across the site. { CONCLUSIONS AND RECOMMENDATIONS GENERAL The subsurface conditions across the majority of the site consist of a layer of "uncontrolled" fill soils overlying relatively soft compressible alluvial soils to depths of on the order of 100 feet deep. Most of the consolidation of the compressible soils due to the weight of the existing 6 GeoEngineers Incorporated fill has occurred. However, additional consolidation, both within the existing fill and the native compressible soils will occur when new loads are applied. Based on our analyses, we estimate that from 1 to 3 inches of settlement could occur from typical concrete tiltup building floor and column loads with shallow spread footing and slab -on -grade support at existing grades. Buildings with dock -high floors would be expected to experience larger settlements. Final grades and specific development plans have not been established at this writing. We have -assumed that existing grades will not be signi- ficantly changed. We conclude that the planned structures can be supported on shallow- spread footings provided that site preparation work includes excavation of portions of the existing fill and placement of structural fill on which to support footings. Use of a preload program to reduce postcon- struction settlements may be appropriate. It will be beneficial to ac- ` complish the earthwork phase of construction as far in advance of building construction as practical to maximize the benefits of any preloading. The on -site soils are too fine- grained to be workable during wet weather; there - fore, any grading during the wet season, such as the planned spring startup for the project, will require use of imported granular borrow soils. In light of these considerations, we suggest that dock -high buildings be located in areas where the existing grade is higher and the adjacent areas I be cut down to provide dock -high access. This procedure would also reduce settlements and preload requirements. I • SITE PREPARATION .. The on -site fill soils consist of moisture- sensitive silts or silty I sands such that use of these materials as structural fill will not be possible during wet weather. If earthwork can be completed during the drier summer months, it should be possible to use at least some portion of the existing fill in the structural fill to minimize grading costs. Moisture I conditioning of the fill soils should still be expected. Vehicular access is good to the site during the late summer and early fall months due to desiccation at the surface; however, we anticipate that it will be very I difficult to operate equipment across the site during wet weather. I 7 .. GeoEngineers I Incorporated All trees, brush and vegetation with significant root mass should be I . removed from building and pavement areas. The depth of stripping will be minimal toward the south portion of the site where vegetation has not reestablished itself significantly. The greater stripping depths will be in the dense brush and tree area towards the northwest corner of the site j � outside of the area of recent filling. If more than 2 feet of structural fill soil is to be placed in this area, the grass should be cut as short as possible and cuttings removed. The sod can be left in place provided it is • I on the order of only a few Inches thick. If site preparation is performed during wet weather as presently anticipated, stripping should be done using lightweight construction equipment operating on the sod layer. Equipment should be kept off the I exposed subgrade surface to avoid disturbance. The subgrade should be evaluated by proofrolling under the observation of a representative from our Y P g P ( firm to determine if there are localized areas of soft or deleterious soils which need to be replaced. Proofrolling should not be done in wet weather or when the ground is saturated. Any soft areas should be excavated and I .: replaced with clean pit run borrow as recommended by our representative. Temporary roads will be required for access to construction areas I during wet weather. Our experience suggests that 18 to 24 inches of and and gravel with less than 5 percent fines, crushed rock or quarry spells I will be necessary for construction equipment. It may be desirable to place geotextile fabric on the subgrade, especially in soft areas, to minimize I mixing of the subgrade and road subbase materials and to reduce pumping and weaving. Due to the quantity of material that may be necessary to construct the haul roads, we suggest the haul roads be placed at permanent road I locations wherever possible. Subsequent to construction, adequate weather conditions, and /or any repair work necessary, fine grading and paving could occur. FILL PLACEMENT I We recommend that all footings and floor slabs bear on at least 2 feet of structural fill. Depending on finish grades, this may require excavation f of existing fill soils beneath footings and /or floor slabs. Especially for dock —high buildings, this procedure should be accomplished prior to placing I. 8 GeoEngin o r Incorpoed the preload to reduce the amount of excavation into the structural fill pad after preloading is complete. Care will have to be exercised to minimize subgrade disturbance if this is done during wet weather. Select granular fill with less than 5 percent fines (based on that portion passing the 3/4 inch sieve) will be necessary along with careful control of surface runoff to avoid ponding in the excavations along footing lines. Alterna— tively, the excavation beneath footings could be accomplished subsequent to preloading. This may be preferable if final building foundation plans are not completed prior to earthwork. We recommend that all structural fill placed during wet weather consist of well— graded pit run sand and gravel not exceeding 4 inches of size. The fill should be free of organic matter and other deleterious material. The fines content (material passing the No. 200 sieve, based on the minus 3/4 inch fraction) should not exceed 5 percent. Preload fill that will be used subsequently for grading yard areas, should also meet this criteria. On— I site soils may be used during dry weather if at the proper moisture content ( and free of organics and other deleterious material. However, the construc— tion schedule should be such that these fills will be protected by a layer of granular fill, paving or floor slabs before the following wet season. If f not, these fills could be easily disturbed by any construction activity. Structural fill placed within the foundation, slab or pavement areas should be placed in horizontal lifts 10 inches or less in loose thickness. The initial lift may need to be somewhat thicker and compacted without vibration in .order to reduce the chance of causing pumping in the subgrade soils. Each subsequent lift should be uniformly compacted with vibratory equipment to at least 95 percent of the maximum dry density as determined in accordance with the ASTM D -1557 test method. Where building pads are being prepared prior to preloading, we recom— mend that the fill be placed and compacted to at least the design finished floor elevation to allow for fill settlements. If building grades are near existing site grades, the preload could be placed without any preparatory work for foundation support so that the excavation and replacement with 1 structural fill could be accomplished during the drier summer months. 9 GeoEngineers Incorporated I ( PRELOADING The use of a preload program to reduce postconstruction settlements on a specific building site may be appropriate. This will depend in large part 1 on variations in the thickness of fill required to establish finished floor grade, the time this fill can be left in place before building construction, and the amount of postconstruction settlement which is acceptable. Further information on finished floor grades and projected earthwork and building construction schedules is needed to evaluate the need for preloading. If a preload program is considered necessary, we recommend that the building areas be preloaded with one foot of fill for each 100 psf of design floor load. This fill surface should extend at least 5 feet beyond the footprint of each building and then slope down at the natural angle of repose. If future building additions are contemplated, the full height of fill (for the structural pad and the preload) should be extended at least 30 feet beyond the initially planned building footprint in the area of possible expansion. This fill is in addition to any fill required to bring building sites to design grades. Since plans are in the preliminary stages at this time, we recommend we be provided the opportunity to review the final plans with respect to an appropriate preloading program. The preload f fill need be compacted only enough to provide trafficability. Fill settlements are expected to be variable due to the irregular deposition of compressible soils and the difference in existing fill thicknesses across the building areas. If existing grades are not significantly, changed, we expect that 1 to 3 inches of settlement could occur from a 300 psf floor load. A relatively deep east /west ditch exists s ' between the Butler Sealant property and the rest of the site. This area has been only nominally preloaded with respect to the existing fill depth around the ditch. Therefore, if a building footprint crosses the ditch, a specially configured preload fill is anticipated in this area to reduce differential settlements. I In order to evaluate the magnitude and rate of fill settlements, we recommend that several settlement monitoring plates be installed prior to placing any fill in the building areas. An example of a suitable settlement plate and a description of monitoring procedures are presented in Figure 3. I 10 ' GeoEngineers Incorporated . We will recommend appropriate settlement plate locations once building locations, dimensions and elevations are established. Initial elevation readings of the settlement plates must be obtained as soon as they are set and before any fill is placed. The elevations of the plates should then be determined twice each week during filling so that settlement progress in relation to the amount of fill in place can be defined. Relatively thick compressible strata were observed at many of the exploration locations. We expect that it may take on the order of six to eight weeks for a majority of • the settlement to occur. We recommend that readings be obtained weekly after completion of filling. The results should be forwarded to our office promptly after each reading for evaluation. If the thickness of compressible soils varies significantly from that in our explorations, the actual preload 1. period may have to be adjusted. The presence of the measurement rods which extend from the settlement I plates through the fill will inhibit the mobility of earthmoving equipment to some extent. The contractor will have to exercise care to avoid damaging S g the rods. The construction documents should emphasize the importance of �' protecting the settlement plates and measuring rods from disturbance. j Once the majority of the settlement has occurred, the preload fill can be removed from the building and either used to preload another of the building sites (if the construction schedule will permit sequential preloading) or for other site grading. FOUNDATION SUPPORT We recommend that all footings be founded on at least 2 feet of structural fill. This fill should extend horizontally beyond each side of the footing a distance equal to the depth of excavation below footing subgrade. The fill should be placed in a minimum of two lifts and compacted i such that at least 95 percent of maximum dry density (ASTM D-1557) is achieved throughout the fill. All footings should be founded at least 18 inches below the lowest adjacent finished grade. Individual column l footings should have a minimum width of 3 feet. Continuous strip footings should be at least 18 inches wide. In order to provide more uniform support . and reduce differential settlements, we recommend that exterior foundations consist of continuous spread footings rather than isolated pad footings. I I 11 i GeoEngineers Incorporated -7 1 V The footings should be designed for an allowable soil bearing pressure of 2500 pounds per square foot for dead plus long -term live loads. This value may be increased by one third when considering earthquake or wind loads. The use of spread footing support for buildings on this site is expected to be limited to high -bay (24- to 28 -foot clear) warehouse struc- tures and two -story office buildings. If multi -story buildings are con- ! templated, pile foundations will likely be necessary. Additional consulta- tion to identify the more favorable areas for use of pile foundations and to develop design criteria for these foundations will be required. Lateral loads can be resisted by friction on the base and passive resistance on the sides of the footings. Frictional resistance can be determined using 0.35 for the coefficient of base friction. Passive resis- 1 tance can be determined using an equivalent fluid density of 250 pounds per cubic foot (pcf), assuming that the soils around the footings for a distance I of twice the footing depth consist of structural fill compacted to 95 percent of maximum dry density. This value should be applied from one r- foot below the ground surface in areas which are not paved. In paved areas or beneath floor slabs, passive resistance can be calculated from the bottom of the slab. The above values incorporate a factor of safety of about 1.5. We estimate that postconstruction settlements of interior column and perimeter wall footings will be on the order of one half to one inch if +. column loads are less than 100 kips. We have assumed the conditions observed in our explorations are representative of the existing fill soils and no significant organics or organic debris are present. We recommend that the structures be designed to tolerate at least one half inch of • ' differential settlement between adjacent column footings due to the variable subsurface conditions. Differential settlements up to one fourth -inch in 25 feet may be experienced along continuous wall footings. Approximately 50 percent of the postconstruction settlement should occur within about two weeks of load application. - FLOOR SLAB SUPPORT All floors should be supported on at least 2 feet of structural fill. If the fill pad is placed prior to the preload fill, the pad fill surface should be recompacted after removal of the preload to redensify any areas 12 GeoEngineers Incorporated ( ( limited to less than 1/4 inch in 40 to 50 feet if relatively uniform areal loading conditions are maintained. RETAINING WALLS t We recommend that the walls at the loading dock areas and any wing walls adjacent to the ramps to the loading docks be designed for lateral pressures based on an equivalent fluid density 35 pcf. s of . This assumes that I the walls will not be restrained against rotation when backfill is placed, . that the backfill consist of clean pit run sand and gravel as specified above, and that there will be provision for drainage of the pit run backfill I behind the walls. An allowance of one foot of increased wall height for each 100 psf of surcharge (floor load) which may be imposed adjacent to the walls should be made. We recommend the fill be compacted to between 90 and 95 percent of maximum dry density within a 5 -foot zone behind the walls. f : Overcompaction should be avoided. PAVEMENT DESIGN If roadway paving is accomplished in the late summer, this will minimize subgrade disturbance and enable use of less thick pavement sec- L tions. However, the proposed construction schedule for this project may require most road work to be done during the normally wet seasons. Pavement subgrade areas should be stripped and proofrolled or otherwise evaluated as ` previously recommended. If the subgrade is wet, we recommend lightweight construction equipment be used to grade the subgrade surface; however, 13 - GeoEngineers 4 Incorporated equipment should be kept off the exposed surface to the fullest extent possible. In general, heavily loaded trucks should not be allowed directly on the subgrade, with the exception of utility installation. All utilities and utility ducts should be installed in advance of placing subbase fill. Utility trenches should be backfilled to pavement subgrade level with structural fill compacted as previously recommended. Temporary roads and layout areas should be constructed by placing excess pit run fill. This material can be spread for use in other areas when final yard area grading - . GeoEngineers Incorporated . I 15 GeoEngineers Incorporated ( { 16 GeoEngineers Incorporated • , ( • - 0 0 o - I The conclusions and recommendations in this report should be applied in their entirety. We are available to review the final design and specifi- I cations to see that our recommendations are properly interpreted. If there are any questions concerning this report or if we can provide additional services, please call. Respectfully submitted, • GeoEngineers, Inc.. f �s 'C' / � s' ` � ' cF _ o : r ' I J. Robert Gordon e' / ` ` 1 . : �, A • 1 P t Engineer •. ■ T ie I:at' ,.off Nuib►5i�v,:► J . K. Tuttle ` MAN „0 '� Principal I JRG:JKT:cs 1 Copyright ©j937 GeoEngineers, Inc., All Rights Reserved I. . I 17 GeoEngineers Incorporated , . . . • .. . . . • • • : , . • . . . r ..._ . _ • RIVER — I • DUWAIWISH ,.....- -,..---- - 7_7 .- - „ (3....1. ._.- .-- -._. ---.- ' u-4= - . ! :.. • -- • . _ , • • 4 110.1k01... V.' oNtpftlon NCH sink I . i .1, CINOC.N;i0 B. Lot 0 PLGVI.7,34 s I P-3 ... 7. -- e- -L i# 9 -- JP- ... N.. 1 :-. -- 1\ . . : :.---,; .. ..• - l e ,.:. i • I ... . : , i_ .••cc• ` e... c---... - -7- -- .: 04 .- -1 :--- : sri EAr 27.72 A C ' — i•• TP-1, ! \ \ 1 , • . 1 z 11111k • - , ... \ " :111411111111\ftimaliftit ...... scc ma. IM.4./1•Lvew : th 1 .. - - •h .=C: ••• - - ;• _ : . . - . - - - - -- i . ..7 PROJECII • . 1 4:-2.."."---:- - - t - -• ••• .... • - —.....- . . / . • - .. - SITE , . ! EXPLANATION: - - 7 - BORING LOCATION AND NUMBER : • I . t;,_._‘ s--.--- - _ :•••).. -..-- TP I TEST PIT LOCATION AND NUMBER . • \ ..... .i ...\ P" A PROBE LOCATION AND NUMBER ,,,A. a - 1 * GRAB SAMPLE LOCATION AND NUMBER 1 ! :---..=,--... VICINITY MAP A IP- A GeoEngIneers SITE PLAN REFERENCE: DRAWING ENTITLED "PRELIMINARY, PLAT OF SEAGATE", DATED AUG. 1987 I ITt o • Incorporated BY WILSEY i HAM, INC. FIGURE 1 • - . - . • . - . • . . MMEEMMIIMIIIMIIIIME • .. .- _ . r . .. • : em Rivet . 1 . W IS 70• of Stop* �.--" r ' era t - ��„� �._ J } � � Top o! Proposed FIII 'i\ [ •1 - - ` ~ — _� N. I � ,� Hs EXI S T ING TOP OF BANK ��� ( OUMAMISH RI sl Highway ! NOTES: TOTAL AREA = 28.5 ACRES FILL QUANTITY = 360,000 C.Y. (PROPOSED) FROM KING COUNTY GRADING FILE 1998 - I REFERENCE: DRAWING ENTITLED "GRADING PLAN FOR T.J.R. 6 S. ", DATED 10/18/76, � 'kw Ge0Et1gif168t8 IncOt 107a SITE PLAN BY BOULEVARD EXCAVATING INC. FIGURE 2 MEASUREMENT ROD, 1/2" 0 PIPE OR REBAR CASING, 2" 0 PIPE (SET ON PLATE, NOT FASTENED) EXISTING GROUND SURFACE COUPLING WELDED TO PLATE SETTLEMENT PLATE, 16" X 16" X 1/4" i ► . , ii \ • SAND PAD IF NECESSARY (NOT TO SCALE) • NOTES: 1. INSTALL MARKERS ON FIRM GROUND OR ON SAND PADS IF NEEDED FOR STABILITY. TAKE INITIAL READING ON TOP OF ROD AND AT ADJACENT GROUND LEVEL PRIOR TO PLACE- MENT OF ANY FILL. 2. FOR EASE IN HANDLING, ROD AND CASING ARE USUALLY INSTALLED IN 5 -FOOT SECTIONS. AS FILL PROGRESSES, COUPLINGS ARE USED TO INSTALL ADDITIONAL LENGTHS. CONTINUITY IS MAINTAINED BY READING THE TOP OF THE MEASUREMENT ROD, THEN IMMEDIATELY ADDING THE NEW SECTION AND READING THE TOP OF THE ADDED ROD. BOTH READINGS ARE RECORDED. 3. RECORD THE ELEVATION OF THE TOP OF THE MEASUREMENT ROD IN EACH MARKER AT THE RECOMMENDED TIME INTERVALS. EACH TIME, NOTE THE ELEVATION OF THE ADJACENT FILL SURFACE. 4. READ THE MARKER TO THE NEAREST 0.01 FOOT, OR 0.005 FOOT IF POSSIBLE. NOTE THE FILL ELEVATION TO THE NEAREST 0.1 FOOT. 5. THE ELEVATIONS SHOULD BE REFERENCED TO A TEMPORARY BENCHMARK LOCATED ON STABLE GROUND AT LEAST 100 FEET FROM THE EMBANKMENT. `t.• 1neerS SETTLEMENT PLATE DETAIL I In rated � FIGURE 3 4/14/95 SPECIFICATION FOR: TRADESHOW GATEWAY NORTH TUKWILA, WASHINGTON OWNER: CHATHAN COMPANY, LLC 615 36TH AVE. EAST SEATTLE, WASHINGTON 98112 ARCHITECT: DAVID KEHLE, ARCHITECT 12878 INTERURBAN AVE. SOUTH SEATTLE, WASHINGTON 98168 STRUCTURAL ENGINEERS: RICHARD HUDSON & ASSOCIATES, INC. 1605 12TH AVE., SUITE 18 SEATTLE, WASHINGTON 98122 CIVIL ENGINEERS: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WASHINGTON 98032 FILE COPY [RECEIVED I understand that the Plan Check approvals aro subject to errors and omissions and approval of APR 1 9 1995 plans does not authorize the violation of any ROBERT FOSSATTI ASSOC. akloptod code or odallelk OMIoMpt of contractor's copy of approved pies oiaboratdood. RECEIVED By `'� � ' �'�"" CITY OF TUKWILA Data . -��° _.v_ APR 1 8 1995 Permit No. 15 —O PERMIT CENTER • TABLE OF CONTENTS SEATTLE, WASHINGTON NUMBER TITLE DIVISION 1 GENERAL SECTION 1A MISCELLANEOUS REQUIREMENTS SECTION 1B INSPECTIONS AND TESTS SECTION 1C TEMPORARY CONSTRUCTION FACILITIES DIVISION 2 SITEWORK SECTION 2A -A COORDINATION SECTION 2A -B APPLICABLE CODES & STANDARDS SECTION 2A -C PROJECT RECORD DOCUMENTS SECTION 2B -A CLEARING AND GRUBBING SECTION 2B -B EXCAVATING SECTION 2B -C FILL AND COMPACTION SECTION 2B -D LANDSCAPING BERMS AND AREAS SECTION 2B -E GRADING SECTION 2B -F UTILITIES SECTION 02750 IRRIGATION SECTION 02800 LANDSCAPE DIVISION 3 CONCRETE SECTION 3A CAST IN PLACE CONCRETE SECTION 3B CONCRETE REINFORCING STEEL DIVISION 4 NO WORK REQUIRED DIVISION 5 METALS (STRUCTURAL AND MISC.) DIVISION 6 WOOD AND PLASTIC DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 7A INSULATION SECTION 7B BUILT -UP ROOFING SECTION 7C CAULKING AND WATERPROOFING SECTION 7D FLASHING AND BIRD SCREENS SECTION 7E ROOFING ACCESSORIES DIVISION 8 DOORS, WINDOWS, GLASS & HARDWARE SECTION 8A HOLLOW METAL SECTION 8B OVERHEAD DOORS SECTION 8C STOREFRONT DOORS • SECTION 8D WOOD DOORS /JAMBS SECTION BE FINISH HARDWARE SECTION 8F GLASS AND GLAZING SECTION 8G ALUMINUM STOREFRONT DIVISION 9 FINISHES SECTION 9A GYPSUM WALLBOARD SECTION 9B PAINTING SPECIFICATION - EXTERIOR SECTION 9C DRYVIT STUCCO /PLASTERINGS , x DIVISION 10 MISC. REQUIREMENTS DIVISION 11 EQUIPMENT (NO WORK REQUIRED) DIVISION 12 FURNISHING (NO WORK REQUIRED) DIVISION 13 SPECIAL CONSTRUCTION (NO WORK REQUIRED) DIVISION 14 CONVEYING SYSTEMS (NO WORK REQUIRED) DIVISION 15 MECHANICAL DIVISION 16 ELECTRICAL DIVISION 17 SPRINKLER SECTION 1A MISC. REQUIREMENTS 1. Guarantees Without cost to the Owner, correct all defects and failures within one (1) year from date of substantial completion or longer per each manufacturers guarantee unless conditions are due to neglect or carelessness of the Owner. 2. Maintenance Instructions The Contractor shall furnish to the Owner, all manuals for instructions of proper care of materials and equipment. 3. As -Built Drawings The Contractor shall provide location drawings to the Owner, of all underground utilities and concealed work as installed on the project on reproducible drawings. 4. Cleaning After substantial completion, the Contractor shall clean, dust, and wax, etc. all interior finishes that require the same. Remove all construction debris and refuse from site. SECTION 1B INSPECTION AND TESTS 1. The Contractor shall provide and pay for all inspections and tests as required by local authority. Notify Building Officials at least 24 hours in advance. 2. Tests will be made by a testing engineering firm or laboratory mutually selected by the Owner and Contractor. Cost of concrete tests shall be paid for by the Contractor. Cost of soils tests shall be paid for by the Contractor. 3. The Contractor shall furnish all samples of materials required to the testing engineer or laboratory in timely manner. Copies of all test reports shall be furnished to Contractor, Engineer, City, Architect, and Owner. SECTION 1C TEMPORARY CONSTRUCTION FACILITIES The General Contractor shall provide weathertight field office, provide and pay for temporary water and power and phone, temporary heat in building to maintain temperatures for work of various trades, drinking water, temporary toilets, temporary enclosures for openings as required, and barricades and fences for safeguards to protect public and as may be required by codes and law enforcement. Keep abutting streets, driveways and parking lots open to traffic and free of dirt and debris. Any drainage and pumping necessary to remove surface or sub - surface water or other fluids shall be the responsibility of the General Contractor. i . DIVISION 2 SITE WORK SECTION 2A -A COORDINATION 1. To enable orderly progress of the work, prevent duplication of effort and ensure proper sequence of operations. Contractor shall coordinate the efforts of all suppliers, subcontractors and inspectors as required. 2. Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications, as well as the physical conditions of the site. Notify A/E of discrepancies prior to start of work. Contractor will have the building corners and property lines staked by a licensed surveyor and floor elevations (benchmarks). Contractor shall be responsible to maintain benchmarks and layouts of building and site. 3. Drawings are generally diagrammatic, unless specifically dimensioned, the locations and the routing of piping are approximate and shall not be scaled from the drawings. It is the responsibility of Contractor to coordinate work of his subcontractors. To this end, Contractor shall require that various subcontractors carefully examine and familiarize themselves with the drawings, and any other drawings covering work of other trades, and that they consult frequently with all other trades so that work may be properly coordinated. The diagrammatic nature of the drawings and the job conditions will not always permit installation in the location shown. When this situation occurs, it shall be brought to the A /E's attention immediately and the relocation determined in a joint conference. The Contractor shall be held responsible for relocating items without first obtaining the A /E's approval. He shall remove and relocate such items at his own expense if so directed by the A /E. 4. Contractor to arrange and coordinate all inspections. SECTION 2A -B APPLICABLE CODES AND STANDARDS 1. All work shall be in conformance with all Federal, State and local codes, including Latest Standard Specification for Road, Bridge and Municipal Construction. All references to codes, sections and on the drawings shall mean, and are intended to be, the latest edition, amendment, and /or revision of such reference standard in effect as of the date of these Contract Documents. SECTION 2A -C PROJECT RECORD DOCUMENTS 1. Throughout progress of the work of this Contract, maintain an accurate record of all changes in the Contract Documents. 2. Upon completion of the work of this Contract, transfer the recorded changes to a set of Record Documents. (See also 1A -3). SECTION 2B -A CLEARING AND GRUBBING 1. Strip and remove the surface layer of dirt with roots and any organic material. Remove from site or use as fill in landscape berms. 2. Demolition: Remove all existing paving and concrete in areas shown to receive walkways, driveways, paving, and buildings. Remove concrete barracades from site. 3. Grubbing: Grub out all stumps and roots larger than 1 -1/2" in diameter. Remove all scrap metal and all foreign materials. 4. Disposal: Dispose of cleared and demolished material offsite in a manner acceptable to local jurisdictions. SECTION 2B -B EXCAVATING 1. Excavate for pavings, and other improvements to sizes and levels shown or required. Allow for form clearance and for proper compaction of required backfilling material. 2. All soft, wet soil, or soil of unusual condition shall be excavated to firm, natural, undisturbed soil, and backfilled with specified fill materials. SECTION 2B -C FILL AND COMPACTION AS DIRECTED BY SOILS ENGINEER 1. Soils Engineer or Independent Testing Laboratory will be retained by the Owner (at Owners expense) to observe performance of work in connection with excavating, trenching, filling, backfilling, and grading. 2. Adjustment of Work: Readjust all work performed that does not meet technical or design requirements, but make no deviations from the Contract Documents without specified written approval from the A /E. • I SECTION 2B -D LANDSCAPE BERMS AND AREAS: General Contractor shall provide necessary fill to create bermed areas against building and at edge of roadways to match building 5 & 6. General Contractor shall also provide minimum 4" of top soil for landscaping areas. Landscape and irrigation will be done by the Contractor and the drawings and specifications are attached. SECTION 2B -E GRADING 1. Building pad has been filled to approximate elevations shown and was crowned to drain. Finished floor elevations are shown on the civil drawings and shall be constructed to same. Bring in structural fill as required to achieve sub - grade, and compact to 95% modified proctor. 2. The site grades have not been verified and it is the responsibility of the General Contractors to ascertain the elevations and determine the amount of additional fill or export which may be required. Verify with Owner prior to any removal of existing material. SECTION 2B -F UTILITIES (REFER TO BARGHAUSEN CONSULTING ENGINEERS DRAWINGS) The General Contractor shall extend all utilities from the present stubbed -off locations to the building service utilities for a complete and operating facility. Examine the site and note all conditions effecting the work. 1. Sanitary Sewer: Existing 6" diameter PVC line is stubbed onto site area just beyond paving. Elevation is +/- 12.56. Install new sanitary sewer clean out and extend to building as shown. 2. Storm Sewer: Existing storm sewer stub is installed. Tie roof drain leaders and footing drain lines into the storm system. Surface drainage system must be installed as shown on civil drawings. 3. Water: Extend water mains and set fire hydrants and sprinkler service as shown. Domestic and irrigation lines are stubbed adjacent to site as shown. Have meters installed in existing meter bases at entrance to the site. Verify with serving utility and match existing. 4. Gas: Extend to building stub -up locations. 5. Electrical: Install transformer pad and arrange for transformer and service as required. 6. Telephone: Extend into building (verify with telephone company). ' E.B. BRADLEY BUILDING SECTION 02750 TUKWILA, WASHINGTON IRRIGATION PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and related items necessary to complete the work shown on the Drawings and /or Specifications. The items of work to be performed include but are not limited to: 1. Provide and install irrigation sleeving. 2. Provide and install pipe, sprinkler heads, quick couplers, fittings, valves and valve boxes. 3. Provide and install valve control wire. 4. Provide and install controller. 5. Removal of surface existing irrigation not indicated to remain. 6. Repair and rework to existing irrigation system. 7. Guarantee, maintenance and protection. 8. All other related items required to complete the work in the best accepted trade practices. 1.02 RELATED WORK A. SECTION 02800 - Landscape 1.03 DEFINITION OF TERMS A. The term "Contractor as used in the Specification section shall refer to the Irrigation Contractor. B. The term "General Contractor" as used in this Specification section shall refer to the General Contractor as selected by Kemper Real Estate.. C. The term "Owner's Representative" as used in this Specification section shall refer to employees of Brumbaugh & Associates, David Kehle, Architect and /or Kemper Real Estate as involved with this project. 1.04 PROTECTION OF WORK, PROPERTY, UTILITIES AND PERSONS A. Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs, paved surfaces, existing landscape and irrigation, and all survey markers and monuments from damages incurred arising from this Contract. The contractor shall pay for any such damage at no additional cost to the Owner. B. Verify locations of all underground utilities prior to commencement of work. The Contractor shall be responsible for the protection of said utilities. Promptly notify the General Contractor of any conflict between proposed work and obstruction(s). 1.05 VERIFICATION OF SITE CONDITIONS A. Before proceeding with any work, the Contractor shall verify all dimensions pertaining to the location of irrigation equipment. Should any errors or I E.B. BRADLEY BUILDING SECTION 02750 TUKWILA. WASHINGTON IRRIGATION , . conflicts in the Drawings and /or Specifications be found, the Contractor shall immediately notify the Owner's Representative. B. The drawings are intended as a diagrammatic irrigation design. Actual layout may need to be adjusted per actual field conditions. 1.06 CLEANUP A. All paved surfaces shall be kept clean of soil and debris on a daily basis. B. Contractor shall be responsible for cleaning all paved surfaces affected by irrigation work prior to final acceptance. 1.07 GUARANTEE AND REPLACEMENT A. All materials and workmanship shall be guaranteed for a period of one year. Guarantee period shall commence at the time of final acceptance.. This guarantee does not apply to work or damage done to the system by others after final acceptance. 1.08 SYSTEM PROTECTION A. During the one year guarantee period the Contractor shall be responsible for deactivating and draining the system prior to freezing weather. A compressor shall be used to blow' the system dry. Contractor shall reactivate the system at the onset of the Spring growing season. Both operations shall be performed once during the guarantee period. B. Contractor shall notify the Owner in writing of the dates the system was winterized and reactivated, and shall be held responsible for any damages resulting from the failure to comply with the above procedures. 1.09 SYSTEM MAINTENANCE A. Provide maintenance of the irrigation system until 30 days after final acceptance including head and nozzle adjustment, setting and adjusting controller times and replacing defective materials. 1.10 PERMITS, CODES AND ORDINANCES A. Obtain and pay for all necessary permits and fees as required by applicable codes and ordinances for this work. B. Comply with all applicable codes, regulations and ordinances. 1.11 SUBSTITUTIONS A. No materials substitutions shall be made without the written approval of the Owner's Representative. 2 ' E.B. BRADLEY BUILDING SECTION 02750 TUKWILA. WASHINGTON IRRIGATION • 1.12 INSPECTIONS A. Contractor shall give the Owner's Representative 48 hours notice prior to inspection of trench depth, head layout, pressure tests and performance tests. 1.13 OWNER INSPECTION A. Prior to final acceptance of work, Contractor shall provide the Owner with all keys, tools and maintenance manuals necessary to operate /deactivate the irrigation system. The Contractor shall train and instruct the Owner as to the operation and maintenance of the irrigation system. 1.14 CHANGE ORDERS A. The Contractor shall do no work requiring extra compensation without the approval of the General Contractor. 1.15 RECORD DRAWINGS A. Prior to the final acceptance of work, the Contractor shall provide the Owner's Representative with a set of clearly marked, accurate, reproducible mylar drawings showing the actual location of all irrigation equipment. Contractor shall keep a set of prints on the job site for "red- lining" record information and shall update said information on a daily basis. PART 2 PRODUCTS 2.01 GALVANIZED PIPE A. Pipe shall be Schedule 40, domestic manufacture, and shall conform to ASTM Designation A 120 -65. Fittings shall be malleable galvanized, painted per the details. 2.02 PLASTIC PIPE A. Pipe shall be PVC 1120 or 1200, Class 200 for all lateral piping (down- stream from valves) and Class 200 for pressure line. B. Pipe shall be marked with manufacturer's name, class of pipe, NSF seal and date and shift of manufacturing run. Pipe shall bear no evidence of interior or exterior extrusion marks. C. Pipe walls shall be uniform, smooth and glossy. Pipe may be pre- belled or with individual solvent -weld couplings. D. Fittings, shall be Schedule 40, full size. Fittings, cement, and thinner shall be of brand(s) recommended by manufacturer of pipe. E. Sleeving shall be PVC Schedule 40 or better. 3 E.B. BRADLEY BUILDING SECTION 02750 TUKWILA, WASHINGTON IRRIGATION • 2.03 REMOTE CONTROL VALVES A. Automatic valves shall be of the size indicated on the Drawings. Valves shall be Rain Bird PEB series. Valves shall include a flow adjustment/shut -off handle and shall be an all - plastic, 24V solenoid type globe valve. 2.04 AUTOMATIC CONTROLLER A. Per the Irrigation Drawings. Supply with stainless steel pedestal mount. 2.05 SPRINKLER HEADS A. Per the Irrigation Drawings. 2.06 CONTROL WIRE A. Valve wire shall be #14 OF direct burial wire. White shall be the common wire, red the valve impulse wire, yellow the master valve wire, with a fourth color of wire provided as a spare. 2.07 RISERS A. Risers shall be galvanized or Schedule 80 PVC per the details on the Drawings and shall have the same IPS as the sprinkler base. B. Pop -up type sprinklers shall be on PVC triple swing risers, shrub type sprinklers shall be on PVC double swing risers. Refer to details on the Drawings. 2.08 QUICK COUPLING VALVES A. Quick coupling valves shall be Rain Bird 44RC, 1" quick coupling valves. Provide two keys with hose swivel ells. 2.09 VALVES BOXES A. All valves, quick couplers and gate valves shall be enclosed in valve boxes as indicated per the details on the Irrigation Drawings. PART 3 EXECUTION 3.01 VERIFICATION A. Verify in writing to the Owner's Representative that adequate gallonage and pressure is available to properly operate the irrigation system prior to installation. Provide Owner's Representative with pressure readings at each . meter location prior to installation of irrigation system. 3.02 REPAIR A. Repair, revise and /or replace portions of existing irrigation work as indicated 4 E.B. BRADLEY BUILDING SECTION 02750 TUKWILA. WASHINGTON IRRIGATION on the Drawings. 3.03 TRENCHING • A. Provide straight trenches without abrupt grade changes. Trench bottoms shall be flat and free of any rock or debris larger than 1 ". Trenches shall be of sufficient depth to allow for 18" of cover over sprinkler mainlines and 12" of cover over sprinkler lateral lines. Where piping is installed over the garage, lateral lines shall have a minimum cover of 8 ". 3.04 SLEEVING A. Install sleeves under all paved surfaces as required to facilitate installation of the irrigation work shown on the Drawings. B. Sleeves shall be a minimum of twice the insert pipe diameter. Wire sleeves shall be a minimum of 2" in diameter. C. Extend sleeves a minimum of 12" beyond the edge of curbs, walks, walls and /or other paved surfaces. Cap and identify sleeve ends. D. Compact backfill to 95% per ASTM D -1557. 3.05 SPRINKLERS A. Install heads per locations indicated on the Drawings. Heads shall be attached to swing joints as indicated in the Specifications and per the details on the Drawings. B. Set heads perpendicular to finish elevation and 2" from edge of head to curbs, headers, walks and paved surfaces. 3.06 RISERS A. Minimum riser size shall be the IPS of the sprinkler heads or quick couplers. Install risers per the details on the Drawings. 3.07 REMOTE CONTROL VALVES A. Install valves in approximate locations shown on Drawings maintaining a minimum 12" spacing from paved surfaces. Group valves where possible in planting beds and in an orderly fashion. B. Install pea gravel sump and valve box as indicated on the details shown on the Drawings. Notify Owner's Representative if positive drainage does not exist. 3.08 QUICK COUPLING VALVES A. Install quick coupling valves with swing joints, pea gravel sump and valve box per the locations and details shown on the Drawings. 5 E.B. BRADLEY BUILDING SECTION 02750 TUKWILA, WASHINGTON IRRIGATION 3.09 CONTROL WIRING A. Install the four control wires in continuous runs and tape wires in bundles at 10' intervals. Tape bundles to the bottom of mainline at 10' intervals. B. Provide a 24" loop of excess control wire at each valve box. C. All wire splices to be made with a water proof direct bury connector. Connectors shall be 3M DBY splice kits or approved equal. 3.10 AUTOMATIC CONTROLLER A. The General Contractor shall provide the Contractor with 120V power to and into the irrigation controller. All other electrical work necessary to make the equipment operate properly shall be provided and installed by the Contractor. B. Mount the controller on a pedestal attached to a concrete footing per the manufacturer's specifications in the location shown on the drawings. C. Each leg of the 120V A.C. power wiring shall have an LPP -K surge arrestor installed on it and wired to the grounding terminal of the terminal strip. D. Each controller to be grounded, by means of a #10 or larger bare copper grounding wire to a 3 -rod grid copper grounding network ((3) - 5/8" diameter copper clad rods 8' long arranged in a triangle at least 8' apart and tied together underground with #10 or larger bare copper wire). Grounding network shall measure 15 OHMS or less when measured with a Vibra- Ground instrument. E. Sequence the valves per the number system on the Drawings. Affix a non - fading copy of sequence diagram to the inside of the controller cabinet door. 3.11 PIPE AND FITTINGS A. Transport and store pipe on a flat and even surface. B. Seal all threaded joints with Teflon tape. No PVC pipe shall be threaded or connected to a threaded fitting without an adapter. C. Keep pipe free from dirt or debris at all times. Cover ends of pipe when not in progress of installation. D. Connect pipe using two -step solvent weld process. Do not move or handle pipe for a minimum of 15 minutes while solvent welds are curing. No water shall be permitted in pipe until a period of at least 10 hours has elapsed for solvent weld setting and curing. The joints shall be allowed to cure at least 24 hours before pressure is applied to the system. 3.12 FLUSHING A. Flush all mainlines once prior to the installation of valves, and again after the 6 • ' E.B. BRADLEY BUILDING SECTION 02750 TUKWILA, WASHINGTON IRRIGATION installation of valves and prior to pressure testing. B. Flush all lateral lines prior to the Installation of sprinkler nozzles. 3.13 PRESSURE TEST A. All joints and connections shall be left exposed until after completion and acceptance of pressure test. B. Entire mainline shall be capped and pressurized to 100 PSI for a period of 2 hours. C. Joints and connections shall be visually checked by the Contractor and Owner's Representative for leaks. All leaks, however minor, shall be repaired and corrected. 3.14 BACKFILLING A. Upon completion of pressure test backfill all trenches and compact to 85% per ASTM D -1557 (95% for sleeve trenches). 3.15 PERFORMANCE TESTS A. Upon completion of system Installation Contractor shall operate system in the presence of the Owner's Representative. Owner's Representative may request that up to five percent (5 %) of the total nozzles be substituted, as appropriate to site conditions, at no additional cost to the Contract. 3.16 FINAL ACCEPTANCE A. Prior to final acceptance of work Contractor shall have completed all punch list items and shall submit signed and approved sprinkler /plumbing/ health /electrical permits as applicable to the work. 7 E.B. BRADLEY BUILDING SECTION 02800 TUKWILA. WASHINGTON LANDSCAPE PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and related items necessary to complete the work shown on the Drawings and /or Specifications. The items of work to be performed include but are not limited to: 1. Topsoil placement, treatment of subgrades and finish grading. 2. Installation of specified plant materials and sod lawn. 3. Installation of mulch, fertilizer, amendments, and staking. 4. Guarantee, maintenance and protection. 5. Repair of existing landscape. 6. All other related items required to complete the work in the best accepted trade practices. 1.02 RELATED WORK A. Section 02750 - Irrigation 1.03 DEFINITION OF TERMS A. The term "Contractor" as used in this Specification section shall refer to the Landscape Contractor. B. The term "General Contractor" as used in this Specification section shall refer to the General Contractor as selected by Kemper Real Estate. C. The term "Owner's Representative" as used in this Specification section shall refer to employees of Brumbaugh & Associates and/or Kemper Real Estate as involved with this project. 1.04 PROTECTION OF WORK, PROPERTY, UTILITIES AND PERSONS A. Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs, paved surfaces, existing landscape and irrigation, and all survey markers and monuments from damages incurred arising from this Contract. The Contractor shall pay for repairs associated with any such damage at no additional cost to the Owner. B. Verify locations of all underground utilities prior to commencement of work. Existing known utilities have been shown on Architectural /Engineering or Survey Drawings. The Contractor shall be responsible for the protection of said utilities. Promptly notify the General Contractor of any conflict between proposed work and obstruction(s). 1.05 CLEANUP A. All paved surfaces and planted areas shall be kept clean of soil and debris on a daily basis. 1 ' E.B. BRADLEY BUILDING SECTION 02800 TUKWILA, WASHINGTON LANDSCAPE B. Contractor shall be responsible for cleaning all paved surfaces affected by landscape work prior to final acceptance. 1.06 MAINTENANCE A. Provide landscape maintenance beginning at the first installation of plant material and continuing for 30 days beyond the final acceptance of the landscape and irrigation installation; including watering, mowing (weekly during the growing season), weeding, spraying, fertilizing, resetting of plants, removal of dead or damaged plants, replanting and adjustment of staking. B. Provide a separate (1) year maintenance proposal with the landscape bid. (1) year maintenance contract, if approved of by the Owner, to commence at the end of the 30 day maintenance period. 1.07 GUARANTEE AND REPLACEMENT A. All materials and workmanship shall be guaranteed for a period of one year. Guarantee period shall commence at the time of final acceptance. All contract work must be 100% complete and approved of by the Owner's Representative prior to commencement of the guarantee period. B. Regrade and add topsoil as required to any finished landscape grades which have settled or become uneven during the guarantee period. Immediately remove and replace any dead, damaged, diseased, dying or missing plant materials at no cost to the Owner during the guarantee period. Replacement plants shall be as specified and guaranteed until completion of the guarantee period. If immediate replacement of materials is not possible due to reasons approved of by the Owner, backfill pits with topsoil to meet finish grades until replacement planting. Contractor shall perform guarantee inspections a minimum of once a month during the guarantee period. Furnish the Owner with monthly written documentation of all materials removed arid replaced, and their locations. C. Plant material which settles or shifts from an upright position during the guarantee period shall be immediately repositioned or replanted as required. D. Guarantee does not apply to plant materials or other work damaged or destroyed by vandalism, vehicular damage (other than Contractor's vehicles), or substandard maintenance practices (if provided by others) during the guarantee period. Owner shall be given 30 days written notice by Contractor to rectify substandard maintenance prior to the Contractor rejecting guarantee claims. 1.08 PERMITS, CODES AND ORDINANCES A. Obtain and pay for all necessary permits and fees as required by applicable • codes and ordinances for this work. 2 • E.B. BRADLEY BUILDING SECTION 02800 TUKWILA. WASHINGTON LANDSCAPE • B. Comply with all applicable codes, regulations and ordinances which pertain to this work. 1.09 SUBSTITUTIONS A. No materials substitutions shall be made without the written approval of the Owner's Representative. 1.10 PLANT PROCUREMENT A. Within 30 days of award of subcontract, submit documentation to the Owner's Representative that all specified plant materials have been ordered and secured. List supplier names, addresses, phone numbers and the storage/ growing location of the materials. 1.11 PLANT MATERIAL INSPECTION A. The Owner's Representative will provide one site visit at the Contractor's request to Inspect plant material at the job site. Additional plant inspection trips, if requested by the Contractor, will be provided and invoiced to the Contractor at the rate of $60.00 per hour plus travel expenses. All material must be inspected by the Owner's Representative prior to planting. Trees must be untied and seperated for inspections. Owner's Representative reserves the right to refuse any /all plant material which does not meet the requirements of the Drawings and Specifications at any time prior to final acceptance. Remove rejected plant material immediately from the site. 1.12 LAYOUT A. Contractor shall verify the location of all elements of the landscape installation prior to installation. Owner's Representative shall reserve the right to adjust the locations of landscape elements during the installation period as appropriate to the job. 1.13 CHANGE ORDERS A. The Contractor shall do no work requiring extra compensation without approval of the General Contractor. 1.14 RECORD DRAWINGS A. Prior to the final acceptance of work, the Contractor shall provide the Owner's Representative with a set of clearly marked, accurate, reproducible mylar drawings showing the actual location of all landscape items. Contractor shall keep a set of prints on the job site for "red- lining" record information and shall update said information on a daily basis. 3 • • • . E.B. BRADLEY BUILDING SECTION 02800 TUKWILA. WASHINGTON LANDSCAPE • PART 2 PRODUCTS 2.01 TOPSOIL A. Topsoil to consist of 'Enviro -Mix' as supplied by Pacific Topsoils. Mix to contain two parts by volume composted yard waste and one part by volume washed coarse sand. Uniformly blend 1/2 lb. soil sulfur, 3/4 lb. calcium nitrate and 1/4 lb. treble superphosphate per cubic yard of topsoil. Contractor is responsible for supplying all topsoil and for determining the volume of topsoil required per the information on the Drawings and in the Specifications. Contractor shall submit to the Owner's Representative the quantity to be provided at the time of bid submittal. Contractor must provide written documentation (purchase orders and delivery invoices) indicating actual quantities of mulch provided and installed. 2.02 MULCH A. Mulch shall consist of fine ground (3/4" minus) Fir or Hemlock bark supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds, sawdust, seeds and splinters. 2.03 FERTILIZER A. Fertilizer "A" shall be 10 -20 -20 analysis in granular form. Fifty (50) percent of the nitrogen shall be derived from Nitroform "Blue Chip ". Potash to be derived from sulphate of potash. Retain all empty labeled containers as evidence of installation. B. Agriform tablets shall be 21 gram size, 20 -10 -5 analysis as manufactured by Agriform International Chemicals, Inc. or approved equal. Retain all empty labeled containers as evidence of installation. 2.04 LIME A. Lime shall be fine ground dolomite limestone with 100% passing a #20 sieve or pellet form material. 2.05 GYPSUM A. Gypsum shall be agricultural grade with 100% passing a #20 sieve. 2.06 TREE STAKING MATERIALS A. Provide 8' length 2" diameter BVC stakes as supplied by Evans Creek Nursery (206- 836 -4643) per the planting details. 4 • • E.B. BRADLEY BUILDING SECTION 02800 TUKWILA, WASHINGTON LANDSCAPE • 2.07 PLANT MATERIALS A. Plant materials shall be nursery grown, vigorous, normally shaped, well - branched, and fully foliaged when in leaf; and free of weeds, disease an insects (live, eggs or larvae). Standard for grading shall be American Standard for Nursery Stock, current edition. Standards for nomenclature shall be Sunset New Western Garden Book, current edition, and Hortus Third, current edition. B. Trees shall have uniform branching, straight trunks and the central leader intact and undamaged. Ball and burlap stock shall have been root pruned at least once in the last three years. Container stock shall be fully rooted but not root bound. Plant material with damaged root zones or broken root balls will not be accepted. C. Plant material with damaged root zones or broken root balls will not be accepted. D. Actual plant quantities shown on the Drawings shall prevail over quantities shown on Plant Schedule in the event of discrepancy. Determine ground cover quantities based on triangular spacing and square footage. Provide continuous ground cover installation under tree and shrub symbols indicated on the Drawings. E. Douglas Fir and Western Red Cedar trees shall be nursery grown with uniform branching and a natural non- sheared form. Original central leaders must be healthy and undamaged. F. No plant size /variety substitutions shall be made without the written approval of the Owner's Representative. 2.08 SOD LAWN A. Sod to be Signature Rye as supplied by J &B Turf Farms. B. Sod shall be premium quality, uniform green color, free of all weeds, pests, Poa annua and disease. Sod shall be a minimum of (12) months old, but not more than (30) months old, and shall be delivered to the project site within (24) hours of cutting. 2.09 HYDROSEED MIX A. Hydroseed Mix shall be Erosion Control Mix as prepared by Puget Sound Seed Company. B. Hydroseed mulch shall consist of Silva -Fiber or approved equal. Fiber shall be dyed dark green. C. Soil binding agent shall be J -Tac or approved equal. 5 E.B. BRADLEY BUILDING SECTION 02800 TUKWILA. WASHINGTON LANDSCAP r PART 3 EXECUTION 3.01 GENERAL A. Contractor shall verify field conditions and necessary preceding work as satisfactory to receive work of this section. Commencement of work constitutes acceptance of conditions by Contractor as satisfactory. 3.02 LANDSCAPE GRADING AND SOIL PREPARATION A. COORDINATION AND RESPONSIBILITY The General Contractor shall provide the Contractor with subgrades approved of by the Owner's Representative prior to the commencement of landscape work. Subgrades shall be set at 6" below finish elevations in all on -grade landscape areas. Tolerance for subgrades shall be a maximum of +/- 1/10 of a foot. It shall be the responsibility of the Contractor to define with the General Contractor the parameters of the subgrade work to be provided prior to bid submittal. B. PREPARATION OF SUBGRADES 1. Thoroughly scarify and rip the subgrade for all on -grade new landscape areas to a depth of 12" in perpendicular directions. Areas inaccessible to mechanized equipment shall by scarified by hand tools. Remove all soil lumps, rocks and /or debris larger than 2" prior to placement of specified topsoil and amendments. C. PLACEMENT AND TREATMENT OF TOPSOIL Place a 6" lift of topsoil over all new landscape areas and 200 pounds of gypsum per 1000 square feet of area over the scarified subgrade. Thoroughly rototill the topsoil and amendments into the top 6" of subgrade for a total ammended depth of 12 ". Place additional topsoil as required to meet finish elevations. Owner's Representative to review scarified subgrades, initial topsoil /amendment placement and rototilling, and final topsoil/ ammendment placement and rototilling. D. FINISH GRADING 1. Finish elevation shall be defined as 2" below curbs, walks and /or other adjacent hardscape for all on -grade planting beds and 1" below curbs, walks and /or other adjacent hardscape for all on -grade lawn areas. Finish elevation refers to grades prior to installation of mulch or lawn. Finish grading shall be approved of by the Owner's Representative. 2. Remove all rock and debris larger than 3/4 ". Lightly compact with a roller then add additional topsoil if required to meet finish elevations. All new grades shall produce positive drainage and shall blend naturally with the existing grades. 6 • ' E.B. BRADLEY BUILDING SECTION 02800 TUKWILA. WASHINGTON LANDSCAPE . ♦ 3.03 FERTILIZER AND LIME APPLICATION A. LAWN AREAS Prior to sodding apply 20 pounds of Fertilizer "A" and 50 pounds of lime per 1000 square feet of lawn area as a top dressing. B. PLANTING BEDS Prior to planting apply 15 pounds of Fertilizer "A" per 1000 square feet of planting bed area as a top dressing. C. TREES AND SHRUBS Apply 2 Agriform tablets to each shrub planting pit and 4 Agriform tablets each tree planting pit during installation of plant material. 3.04 STAKING AND LAYOUT A. Stake the proposed location of all trees and shrubs with an approved coding system. For large groupings of a single species of shrub, Contractor may stake the boundaries. Stake the boundaries of ground cover beds and lawn areas. B. No plant material shall be installed prior to the verification and approval of staking /layout by the Owner's Representative. 3.05 PLANT MATERIAL INSTALLATION A. Protect plant materials stored on site from weather damage, construction activity and the public. Balled and burlap material which cannot be installed immediately shall be "heeled in ". Rootballs shall be protected by covering with moist soil, mulch or sawdust. Water as required to keep rootballs moist. B. Trees, shrubs and ground cover shall be planted per the planting details on the Drawings. Prune any broken roots with a sharp instrument and thoroughly soak root balls prior to installation. Roughly scarify sides of planting pits. install plant material high enough above finish elevation to allow for settlement and bark mulch. Water plant pits thoroughly midway through backfilling and add Agriform tablets. Water again upon completion of backfilling. Finish elevation, upon completion of planting, shall afford positive drainage away from the crown. Plant material which settles or shifts from an upright position during the construction period shall be repositioned or replanted as required. C. Stake all trees per the planting notes and details on the Drawings. Single stake all Vine Maples. Double stake all conifers 10' high or smaller and • deciduous trees with a 3" or smaller caliper. Contractor shall remove all stakes at the end of the one year guarantee period. 7 E.B. BRADLEY BUILDING SECTION 02800 TUKWILA. WASHINGTON LANDSCAPE 3.06 MULCH INSTALLATION A. Apply 2" of specified mulch to all planting beds and tree wells upon completion of each planting area. 3.07 SOD INSTALLATION A. Sod installation shall occur upon completion of finish grading, planting and mulch installation. Prior to sod placement scarify to a depth of 6" any finish elevations which have become heavily compacted, then follow finish grading procedure again. Apply specified fertilizer and water lightly. Take precaution to avoid damaging grades while transporting and installing sod. Install sod within 12 hours of delivery to site. B. Lay sod with long edges perpendicular to slope. Alternate sod joints to form a running bond pattern. Lay sod tight with no gaps, allowing for shrinkage. Sod shall be rolled with a walk- behind 200 pound roller to assure a uniform surface. Water sod after completion of installation. 3.08 HYDROSEEDING A. Use equipment which maintains continuous agitation of water slurry, keeping additives mixed and suspended homogeneously until pumped from tank. B. Apply seed at the rate of 4 lbs. per 1000 square feet. Apply 10 -20 -20 fertilizer at the rate of 7 lbs. per 1000 square feet of seeded area. Apply hydramulch at the rate of 40 lbs. per 1000 square feet of seeded area. Apply binding agent at the rate of 1 lbs. per 1000 square feet of seeded area. C. Promptly re -seed any areas which do not germinate within 14 days. 3.09 FINAL ACCEPTANCE A. Final acceptance of the landscape work in this section shall be made by the the Owner's Representative after an inspection to determine 100 percent completion of the Contract work and all punch list items. The date of final acceptance shall constitute the beginning of the one year guarantee period and the beginning of the 30 day required maintenance period. 8 DIVISION 3 CONCRETE SECTION 3A CAST IN PLACE CONCRETE 1. Concrete Strengths: (See Structural Notes) f'c = 3000 psi exterior slabs, floor slabs f'c = 2500 psi footings f'c = 3000 psi precast panels - patch all pick points inside and out. 2. Concrete Work: Refer to the structural notes for additional criteria. Contractor shall notify Architect and Building Inspector at least 48 hours prior to an intended pour. Where there is any question as to the quality of the concrete, in the structure, the Architect may require laboratory tests or other load tests for that portion of the structure in question. Cement shall be Portland Cement conforming to ASTM C150. Aggregate shall conform to ASTM C33. Admixture shall be Master Builders Possolith. Curing compound shall be Burke. Water shall be potable and free from substances that may be deleterious to concrete or reinforcement. Ready -mix concrete shall be used exclusively, furnished by an established supplier. Concrete shall be conveyed and placed in a manner to insure no separation, segregation, or intrusion of foreign matter. All concrete shall be thoroughly compacted by means of mechanical vibrators. Concrete slabs shall be finished to produce a smooth hard surface tolerance not to exceed 1/8 inch in 10 ft. Curing compound shall be sprayed on using one gallon per 300 square feet to surface area. 3. Testing All tests shall be performed as required by the Building Department. The Contractor shall provide concrete cylinders= and shall pay for testing. Submit copies of Test Reports to the Architect and Building Department. Minimum testing; 3 cylinders per pour for tilt -up walls to Building Department, footings and slab to Architect. 4. Finishing a. Floor: Contractor to provide and install North Coast or Burke or approved on all floor areas, 1 coat, after floor has been completely swept clean and washed. (Avoid at office areas) . b. This Contractor to verify compatability of sealers with bond breakers (no sodium silicate or paraffin base). • • SECTION 3B CONCRETE REINFORCING STEED 1. Steel Grades a. Slab dowels and welded bars - grade 40. b. All other reinforcing steel - grade 60 - ASTM A615 -6B. 2. Steel General Reinforcement shall be unpainted, uncoated, free from rust or loose scale. Place reinforcement accurately and secure rigidly. Tying shall be done with 16 gauge annealed wire. Detail all steel in accordance with the "ACI Manual of Standard Practice of Detailing Reinforced Concrete Structures ". k DIVISION 4 MASONRY No work required • DIVISION 5 METALS (STRUCTURAL AND MISC.) 1. General Submit complete shop drawings to the Architect and Building Department, prior to fabrication. Form steel to accurate sizes and shapes, with sharp lines and angles. Punch connections, grinding exposed welds smooth. Provide holes and connections for work of other trades. Detail for ample strength and stiffness, conceal wherever possible. Galvanizing shall be hot -dip zinc - coating, per ASTM Al23, applied after fabrication but before installation. For additional information, refer to structural notes. 2. Grades of Metals a. pipe & tube columns conform to ASTM A500 (fy = 46000 psi) b. miscellaneous steel conform to ASTM A36 (fy = 36000 psi) c. misc. steel hangers Simpson d. machine bolts conform to ASTM A307 3. Mipcellaneous Metal Specialities a. metal angles: provide and install 3x3 door sill and side jamb angles with Nelson studs at 24" o.c. galvanize. b. metal ladder to roof hatch, steel side plates, steel rungs at 12" o.c., attached at floor, hatch, and mid span. c. pipe bollards: provide at any transformer, gas meter or other utility which could be subject to damage by trucks, galvanized 6" diameter concrete filled with 3' above grade and 2' below grade. • DIVISION 6 CARPENTRY ' 1. General All materials to be stamped with grade and trademark, and protect from the weather. All wood framing in contact with concrete to be given heavy coat of wood preservatives. All framing material to be "Kiln- Dried ". 2. Framing (Alternate Steel Studs) Stud walls to be 2x4 or 2x6 as indicated on drawings. All framing material to be "Kiln- Dried ". Provide blocking as required by code and as required for all equipment and wall finishes. (Verify with Architect). (Metal framing maybe used as shown and with Architect approval). 3. Rough Carpentry Provide all rough carpentry, sheathing, furring, blocking, roof framing, mechanical unit supports, roof cants, and similar work necessary to complete the project. Install all rough hardware and misc. items. 4. Materials (See Structural Notes) Framing Lumber: 2x4 stiffners D.F. #2 or H.F. #2 4x14 rough sawn D.F. Dense #1 Lumber not noted D.F. #2 or better Plywood: Roof Sheating 5/8" Ext. grade plywood. All lumber grades shall conform to "WPG Grading Rules For Western Lumber" - 1977 Edition. All plywood shall conform to U.S. Product Standard PS - 1 -66. 5. Glu- Laminated Beams All G.L.B. to be fabricated by approved fabricators. Furnish AITC certificate. Use water- resistant casein type glue with mold inhibitor. Douglas -Fir West Coast species combination 24f. No field laminating will be permitted. Protect members during transit and installation. Provide shop drawings. DIVISION 7 THERMAL AND MOISTURE PROTECTION • - SECTION 7A INSULATION Contractor to provide and install in the following are all installed in accordance with manufacturer's recommendations. 1. Fxterior a. Perimeter slab insulation: R -8, water resistant at office areas only. 2. Roof a. R -11 fire retardent FS25 finish fiberglass batt with continuous FS25 facing on bottom (white), WMP1O by Lamtec Corp. SECTION 7B BUILT -UP ROOFING 1. Furnish and install smooth surface fiberglass 0C3INC up to 6" per foot slope Class B bondable roofing system as manufactured by Owens- Corning. • 2. submittal Roofing assembly breakdown should include particular manufacturers installation requirements regarding materials and methods of applying. Submit to Architect prior to installation. 3. Roof Deck Acceptance Do not start roofing until Architect or engineer has inspected diaphram nailing. Roof deck must be dry and ready to receive roofing. Once roofing contractor accepts the deck, he is responsible for the performance of the roofing assembly. Roofing contractor to inspect roof and make necessary corrections prior to starting the installation. Check roof slope and lay felts in direction required for drainage. 4. Guarantee Roofing contractor to provide roofing guarantee to two (2) years. SECTION 7C CAULKING AND WATERPROOFING The Contractor to provide and install the following per manufacturers recommendations. 1. Waterproofing a. Asphalt emulsion waterproofing where steel in contact with concrete and /or dirt and for separating dissimiliar metals. b. Fibrated asphalt waterproofing on concrete at landscape berms. Guarantee watertightness for 2 years. 2. Caulking a. Tilt -up joints: foam baker rod sized to fill joint, silicone based caulking over baker rod compatible for painting. b. Window to concrete, wood, etc. - - - silicone based caulking, paintable clear at skylights. All caulking to be premium grade, GE, Sika, or approved. SECTION 7D FLASHING AND BIRD SCREENS All flashing shall extend above the level of the finished roof minimum 6" and shall be fabricated of 24 gauge galvanized steel. Overflow scuppers shall be fabricated as above and located as shown on the drawings. Fabrication to be from field dimensions, install flashing over roof curbs and supports. Downspouts, see plan for location, shall be either pre - finished galvanized steel or painted PVC. SECTION 7E ROOFING ACCESSORIES 1. Skylight Contractor to provide and install 4'x 8' smoke vent /skylight with translucent acrylic single dome with aluminum curb. Model Horizonlite as manufactured by O'Keeffee's Inc. UL or FM approval required as well as Building Department. 2. Roof Hatch and Ladder Contractor to provide and install a Type S 2' -6" x 3' -0" roof hatch for steel ladder access with no outside handle as manufactured by the Bilco Co. or equal. Contractor to provide and install an all steel ladder to fit roof hatch. DIVISION 8 DOORS, WINDOWS, GLASS. AND HARDWARE SECTION 8A HOLLOW METAL Contractor to furnish and install hollow metal doors and metal frames. Metal doors shall be manufactured by "Fenstra" or approved. Door panels shall be 18 gauge, 1 -3/4" thick, 1/8" clearance at top and sides, bevel on lock stiles. Steel reinforcing at all points where hardware is to be installed. See drawings for rating of doors and windows. Hollow metal frames shall be 16 gauge. All frames shall have three adjustable anchors at each jamb, and three silencers on latch side of jamb. SECTION 8B OVERHEAD DOORS Contractor to provide and install high lift manual operating overhead doors with heavy duty track and hardware and neoprene door bottom as manufactured by Overhead Door Co. or equal. Provide weatherstrip at head, jambs and at bottom. SECTION 8C STOREFRONT DOORS Contractor to provide and install bronze aluminum door, offset pivot with surface mtd. overhead closer and interior aluminum stops and threshold. Push /Pull style Tice 1 1/4" stainless steel with door as manufactured by Royco Co. or approved. Weatherstrip all surfaces. SECTION 8D WOOD DOORS /JAMBS Contractor to provide and install solid core wood doors, oak veneer, ready for stain, and solid wood jambs (clear oak). SECTION 8E FINISH HARDWARE The Contractor to: 1. Provide all finish hardware to complete work, in accordance with drawings and specifications. The Contractor shall be responsible for proper operation and fitting of hardware in locations specified. The Contractor shall adequately store all finish hardware until installation is made. Exposed surface of hardware shall be covered and well protected during installation, so as to avoid damage to finishes. 2. Upon being awarded the finish hardware contract, the Hardware Supplier shall immediately prepare and submit to the Architect, in triplicate a complete schedule of Finish Hardware required herein. O Manufacturers • Butts McKinney Ball bearing Locks Corbin Full Mortise -Lever Handle (9500 series) w/779L2 curl. Push /Pulls Tice (offset wire pull, straight push). Stops Cipco wall 331, floor 306X, exterior doors 340X Thresholds Pempko Cylinders Schlage (furnish construction cores and replace at completion of project) (removable cores for Owners keying) Closers Surface closure manufactured by Liberty Hardware or equal Lockguards & Drip Caps No other hardware substitutions will be permitted unless approved by the Architect. JCeying Replace construction cylinders with finish cylinders. Provide 2 keys for each lock. All locks to be Master -Keyed and keyed different. (Keying schedule must be approved by the Owner and Architect). 4 Finish, Finish of all hardware shall be US 10B (cylinder faces to match hardware). iardware Typeq Type A - Storefront 1 surface closer 1 threshold by door mfg. 1 weatherstrip by door mfg. 1 cylinder with interior thumbturn 1 push /pull bar (Tice) Type B - Exterio Mandoors 1 -1/2 pr. butts 4 -1/2 x 4 -1/2 with non - removable pins 1 lockset (with removable cores for owners keying) lever handle 1 threshold 1 weatherstrip 1 wall stop 1 drip cap 1 lock guard 1 door bottom Type C - Interior Doors 2 pair butts - 4 -1/2" x 4 -1/2" 1 lockset 1 silencers 1 wall stop Type D - Interior Doors 2 pair butts - 4 -1/2" x 4 -1/2" 1 latchset 1 silencers 1 wall stop Type E - Interior Doors - rated 2 pair butts - 4 -1/2" x 4 -1/2" 1 lockset (latchset) - (see door schedule) 1 closer 1 threshold 1 smoke gaskets 1 wall stop Type D - Interior Doors 2 pair butts - 4 -1/2" x 4 -1/2" (1 hinge closer) 1 privacy lock 1 silencers 1 wall stop Poor Signs: laminated plastic, blue & white with suede finish: 1 men (with handicap symbol) 1 women (with handicap symbol) 1 men 1 women 1 "this door for loading only - not an operable door" SECTION 8F GLASS AND GLAZING (Match existing building 5 & 6) Furnish and install all glass and glazing as shown on drawings and as required to complete project as specified herein. 1. Materials: a. Storefront: 1" insulated glass with grey light 14 as manufactured by LOF or equal. 1" overall thickness, constructed of two lights, 1/4" grey light 14 outside, 3/16" clear inside glass with 1/2" air space. b. Storefront door: Manufactured by Royco glass and aluminum 2. Tempering: providing tempered glass as required by code. 3. Clean -up: Clean excess putty or compound from glass and surrounding work and clean and polish all glass. SECTION 8G ALUMINUM STOREFRONT (Match existing building 5 & 6) Provide and install 2" x 4 -1/2" bronze aluminum storefront type windows fixed as shown on drawings. Submit shop drawings for approval. Royco glass and aluminum. SECTION 9 FINISHES • SECTION 9A GYPSUM WALLBOARD. The Contractor is to furnish and install all gypsum wallboard as indicated on the drawings and as specified herein, in accordance with Standard Practices and as set forth in the "Architectural Specification Manual - painting, wall covering and gypsum wallboard finishing ". 1. Materials: a. Wallboard shall be 5/8" thick in all areas. Waterproof behind plumbing fixtures, and 5/8" UL Type "X" at fire wall. Use USG first coat finish on all drywall. 2. Application: a. Board shall be applied using the double nailing method. Back block all edge joints. Provide casing bead at all edges where exposed or in contact with door frames and finish flush. b. Apply additional coats of spackle if necesary to establish a true plane. All finished work must be without waves or irregularities and ready for painting. c. Metal edge and corner beads at all outside corners, etc. Finish flush with spackling. SECTION 9B - PAINTING SPECIFICATION - EXTERIOR Scope: The Contractor is to furnish all labor, materials and equipment necessary for the painting finishing as indicated on the drawings and specifications in accordance with the manufacturer's recommendations and the "Architectural Specifications Manual" by Painting and Decorating Contractor of America. Submittals: Submit sample brush outs of each color (3 sets) on approximately 8 -1/2 x 11 size for initial approval. Upon those approvals, prepare samples of selected colors on the final surfaces - minimum 10' wide x full height of exterior panels, minimum 12" x 12" on other surfaces. (Match existing building 5 & 6). Quality Assurance Employ only qualified personnel, journeyman, with any apprentices working under direct supervision of a journeyman. Maintain a full, competent crew. Except as otherwise scheduled, use only approved products listed in referenced manual. Do not substitute without owner's written approval. All work to be "premium grade" unless otherwise indicated. Guarantee: Guarantee work in this Section against ordinary wear and usage for two years from date of substantial completion of the work. Warrant work to be in accordance with specifications, standards and requirements incorporated in referenced manual. Examination: Verify installation conditions as satisfactory to receive work. Notify general contractor of any unsatisfactory condition. Beginning work constitutes your acceptance of surfaces and conditions as satisfactory. Do moisture testing (not to exceed 8 %) and PH testing (not to exceed 10 on PH meter). Other Trades: Metal shall be shop primed with rust inhibited primer. On galvanized steel, prime using galvanizer self etch acid primer. Surface Preparation: Prepare surfaces as indicated and as called for in the reference manual and manufacturer: 1) Miscellaneous steel and iron put in proper condition to receive paint. Remove all grease, rust, dirt, etc. and touch -up primer with compatible primer for finish coats. If unprimed, remove rust and scale by wire brushing, clean all surfaces using solvent wash, acid etch as recommended by manufacturer, rinse. When dry apply primer coat - metal ferrous rust inhibitor primer. Have any defects repaired, and then reprime. 2) Galvanized Steel: Put in proper condition to receive primer. Remove surface contamination, clean metal with phosphoric acid or approved solution per primer manufacturer's recommendations. Apply degalvanizer self etch acid primer. Protection: Adequately protect other surfaces from damage, remove hardware, etc. and provide drop cloths etc. as necessary. Txterior Painting & Finishing Schedule: A) Ferrous metal (metal doors, overhead doors, metal trim, dock angles, wall protection angles, dock bumper angles, railings, flashings, etc.): - Primer: Ferrous metal rust inhibitor primer - Finish: Two coats Silicon Alkyd Enamel (gloss finish) B) Galvanized Metal (trash enclosure gates, etc.) - Primer: Degalvanizer self etch acid primer - Finish: 2 coats Silicon Alkyd Enamel (gloss finish) C) Tilt -Up Concrete: - Primer: 1 coat Millers Krell primer /sealer - Finish: 1 coat 100% acrylic laytex (max coverage 250 s.f. per gallon with factory ground color on base coat) (2 coats on dark accent bands or colors) coverage as recommended by manufacturer Interior Painting & Finishing Schedule: A. Gypsum Wall Board - Primer: PVA - Finish: Two coats eggshell enamel (E.E.) (Two coats semi -gloss (SGE) per schedule) B. Wood & Trim - 1 coat tonetic stain -2 coats varnish (1 gloss & 1 dull) C. Interior Metal - 1 coat primer - 1 coat industrial enamel Application: Apply paint and other finish by methods generally accepted by the trade to achieve approved finishes. In multiple coat work, provide each coat of paint of slightly different color to achieve required finish. Include as many coats as necessary for complete coverage and acceptable appearance. All work to be done in accordance with manufacturer's recommendations. Extra Material: Leave minimum one gallon of each type and color of paint labeled for project and building, store where directed by Owner. Final Clean -Up: At conclusion of project (or as directed), thorougly clean paint, and splatters from glass, aluminum, and any other surfaces. Take care not to scratch surfaces. Clean residue of work of this section from any other surface and at conclusion, leave premises neat and clean. SECTION 9C DRYVIT STUCCO /PLASTERING (Match existing buildings 5 & 6) The contractor is to furnish all labor, materials and equipment for the stucco /plastering work as indicated on the drawings and specifications, all in accordance with the manufacturers recommendations. Dryvit mesh with plaster grounds, corner beads, control joints, etc. as manufactured by Fry Reglet or approved. Final coating to be Dryvit "sandblast finish" color integral with final coating, installed and preped per manufacturers recommendations. Provide 3/4" foam on all vertical surfaces. SECTION 9D CARPET ' Provide and install carpet direct glue down 28 oz. Designweave Innsbrook for level loop and Fairfield for cut pile, or equal. Color as selected by Architect. SECTION 9E SHEET VINYL The Contractor to provide and install sheet vinyl flooring, Corlon finish as manufactured by Armstrong or approved. Submit samples for selections. Cove base in restrooms,. SECTION 9F VINYL COMPOSITION TILE (VCT) The Contractor shall provide and install Armstrong Excelon or approved tile (12" x 12" x 1/8 ") as indicated in room schedule. SECTION 9G VINYL BASE The Contractor shall provide and install Burke or approved 2" continuous rubber base. SECTION 9H PLASTIC LAMINATE The Contractor to provide and install plastic laminate tops, backsplash and edges of cabinets and wainscot. Plastic laminate as manufactured by Wilson Art. SECTION 9I SUSPENDED CEILING The Contractor is to: 1. Provide and install 2' x 4' suspended acoustical ceiling with 1 1/2" main and intermediate runners, exposed grid, with standard wall angles, etc. in flat white finish. Provide shop drawings of layout. Install with wires 4' -0" o.c. #12 wire. Provide additional wires at mechanical and electrical fixtures and designed for seismic bracing. All hangers must be secured to roof and floor joists. Hold down clips as required. (No attaching to 2 x stiffners). 2. Acoustical tile to be Armstrong mineral fiber fissured - non - directional, "second- look" design tile, 24" x 48" x 5/8 ", non - rated. 4 � DIVISION 10 SPECIALITIES SECTION 10A TOILET ROOM ACCESSORIES - ALL TOILET ROOMS All accessories as manufactured by McKinney or approved, finish to be stainless steel. Towel dispensers must take a C -fold towel. Provide the following: 1. Paper Towel 1 per sink and lunch room 2. Roll Paper Holder 1 per toilet 3. Soap Dispenser 1 per sink 4. Waste Basket - vinyl 1 per single toilet room 5. Grab Bars 1 1/4" 1 per handicap toilet 6. Coat hook - door mounted 1048B- 1 per room (if no toilet compartment) SECTION 10B TOILET COMPARTMENTS The Contractor is to provide and install floor mounted overhead braced, flush partitions of plastic laminate finish with gravity hinges, latch, coat hook with bumper as manufactured by Sanymetal, Fiat or approved. Color as selected by Architect. SECTION 10C MISCELLANEOUS SPECIALITIES 1. Dock Bumpers - Provide two (2) at each overhead door, 10" x 26" x 4 1/2 ", rubber tire tread with steel angles as manufactured by Fabco, Inc. from Northwest Material Handling. (weld top, bolt bottom, galvanized angles). 1 + DIVISION 15 MECHANICAL - CONTRACTOR DESIGN 1. General Requirements The intent of this design criteria is to define in general the scope and standards of work for the design and construction of the Mechanical requirements outlined in these specifications. The design -build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include one or all of the following (include expansion potential in design): A. Plumbing The design -build Contractor shall indicate as part of his proposal, the names of equipment as specified that he intends to use as follows: 1. Water supply overhead - 2" 2. Waste under slab - 6" - Run deep enough to service all areas of building. 3. Hose bibbs - recessed into tilt -up (above finish floor) (4 - 1 per bldg. face - verify location). B. HVAC The design -build Contractor shall indicate as a part of his proposal, the names of equipment as specified that he intends to use as follows: 1. Gas unit heaters to maintain 49 F in warehouse. 2. Ventilation - exhaust fans in restrooms and lunchroom (roof mounted units). - Ceiling fans in warehouse. 3. Heating and air conditioning (finished areas only), roof mounted gas /electric package units with factory curbs. 2. Scope The requirements of the "Conditions of the Contract" and of Division 1 of these specifications apply to work of the Division. 3. pesign Service The design -build Contractor, shall provide a set of drawings satisfactory to obtain all necessary permits, required by code. The system shall be designed for the primary functions of the warehouse shell with future office. • 4. Work Included The work included shall consist of but not be limited to the furnishing of all equipment, design, labor, materials and other equipment necessary to execute the Mechanical requirements described in the drawings and specifications. This contractor is to arrange and pay for all fees, permits, and inspections required for the work of this Division. All work and materials shall be in full accordance with applicable State and Local Codes and Regulations. Avoid cutting any structural building members or undermining any building footings. All materials and equipment shall be installed as recommended by the manufacturers. 5. Utilities All utilities shall be installed and including final connections to building. This Contractor to verify adequate utility sizes for factors involved. Utilities have been stubbed to site beyond any existing finished work (verify locations in field). 6. The General Contractor and the Design -Build Contractor shall guarantee work of this Division free from defects of work- manship and materials for a period of one (1) year from Substantial Completion of the work. Remedy the system of any defects developing during this period free of charge. Length of Equipment Guarantee is indicated by the Mfg. HVAC warranty is valid only upon evidence of a maintenance agreement being in force. 7. Shop Drawings The Design -Build Contractor shall furnish shop drawings, catalog data, and drawings to the Architect for approval prior to ordering the items. 8. Cleaning Pipes, ducts, fixtures, and equipment shall be clean before installation is accepted. 9. Operating and Maintenance Instructions Furnish three (3) sets of operating and maintenance instructions in binders for all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. /s -Built Drawings The Design -build Contractor shall make a record set of all utility lines, tees, and all items buried below slab. Complete and give to the Architect at completion of project. 11. General Design A. Plumbing: 1. Waste: to be 6" plastic under slabs and minimum 5' to outside of building. Clean -outs to be flush floor with bronze cover or wall with cover. (Single line run 30' from front x full length). Extend lines to outside of building with clean -outs. 2. Supply: all piping to be copper, type L above ground, type K below ground, solder joints (2" ). Provide PRV value inside building. Insulate water lines above slab with min. 3/4" insulation (wrap sink waste also). 3. Plumbing fixtures: a. Frost proof hose bibb recessed in panel just above slab. b. Waterheater - A.O. Smith 88 gal. with drain pan. c. Lavatories - Vitreous China - Kohler or American Standard self rimming d. Toilets - Tank type with elongated bowl & seat - Kohler or American Standard. e. Urinals - Elongated lip - Kohler or American Standard. f. Faucets - Single control lever - Moen. g. Roof Drains - A.O. Smith with deck clamp and sump receiver. h. Lunch Sinks - Self rimming stainless steel (sound deaden) with goose neck faucet. i. Drinking Fountain - Refrigerated cooler. B. Heating /Cooling 1. Provide standard ASHRAE rated conditions for all areas. 2. Equipment - a. Office: Carrier or G.E. roof mounted unit or approved equal. Verify locations and weight on roof with Architect and General Contractor. System is to be a gas heat electric cool system diffusers. b. Warehouse: Rezoner gas unit heaters, ceiling hung. 3. Duct system - rectangular metal insulated to provide adequate supply air distribution. All ducts to be internally lined with 1" high density insulation, attached with glue and rivets or insulated ductboard. 4. Temperatures: Office a. Heating - maintain 70 1/4 dry bulb indoor temperature @ 24 F outside. b. Cooling - maintain 78 1/4. dry bulb indoor @ 65 F wet bulb temperature outside. c: Air Changes - as required by code. • Temperatures: Warehouse a. Gas unit heaters - maintain 49 . 5. Calculations - The design -build contractor shall submit the following to the. Architect: a. Heating and cooling loads. b. CFM at diffuser locations. 6. Thermostats - automatic changeover with locking covers and night setbacks for the systems. C. Ventilation 1. Toilet rooms - exhaust fans operated with light switch as required by code. 2. Warehouse - as required by code. - provide ceiling mounted ceiling fans. DIVISION 16 ELECTRICAL - CONTRACTOR DESIGN 1. General Requirements The intent of this design criteria is to define in general the scope and standards of work for the design and construction of the Electrical requirements outlined in these specifications. The design -build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include the following: (include expansion potential in the design) A. Panel and circuit diagrams B. Load analysis (including electrical heat) C. Fixture cuts The design -build contractor shall indicate as part of his proposal, the names of equipment as specified that he intends to use as follows: A. Main switchboard B. Distribution panels C. Electrical heaters D. Devices and special systems 2. Scope The requirements of the "Conditions of the Contract" and Division 1 of these specifications apply to all work of this Division. 3. Design Service The design -build contractor shall provide a set of drawings satisfactory to obtain all necessary permits required by Code. The system shall be designed for the primary functions of the warehouse involved with future office. 4. Work Included The work included shall consist of but not be limited to the furnishing of all equipment design, labor materials, and other equipment necessary to execute the Electrical requirements described in the drawings and specifications for a multi- tenant office /warehouse building. The design -build contractor shall arrange and pay for all fees, permits, and inspections required for the work of this division. All work and materials shall be in full accordance with applicable state and local codes and regulations. Avoid cutting any structural building members or undermining any building footings. All materials and equipment shall be installed as recommended by the manufacturer. 5. Utilities All utilities shall be installed and including final connections to building and to all utility services outside of the building line as required by Code. This contractor shall verify location of service, and to verify adequate utility size. Utility charges are not included. 6. Guarantee The General Contractor and the Design -Build Contractor shall guarantee work of the Division free from defects of workman- ship and materials for a period of one (1) year from Substantial Completion of the Work and shall remedy the system of any defects developing during this period free of charge. Length of Equipment Guarantee as indicated by the manufacturer. 7. shop Drawings The Design -Build Contractor shall furnish shop drawings, catalog data, and drawings to the Architect or approval prior to ordering items. 8. Cleaning All fixtures and equipment shall be clean before installation is accepted. 9. Operating and Maintenance Instructions Furnish one (1) set of operating and maintenance instructions in binders for all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. Zs -Built Drawings The Design -Build Contractor shall make an exact record of all utility services buried below slab. Complete and give to the Architect at completion of the project. 11. General Design A. 800 amp main service 227v -480v, 3 phase required with panelboards to be sized for 25% additional future circuit breakers. Switch gear to be Challenger, Crouse - Hinds, or approved, load center built -up board. B. Transformer - provide as required for step down, voltage changes etc. Utility conduits have been stubed to the transformer pad location. Verify with serving utility. C. Power and Lighting distribution - conceal all conduit within the wall framing, and above ceilings with all copper wire. •■ 1. Outside: Loading areas - wall mounted TFL 400M RA2 by Lithonia Hi -Tek, bronze enameled.. (Metal halide). Adjustable with direct cut off. 24' pole mounted fixtures as indicated. 2. Soffit - Recessed incandescent,H -71ct w/426 reflector, 150 watt. 3. 2 x 4, 3 tube fluorescent fixtures, parabolic to maintain 80PC. 4. For speciality lighting, see plan. 5. Electric Heat - Provide strip heaters as required in sprinkler room and electrical room with individual thermostats. 6. Telephone System - this contractor to provide and install plywood backboard, conduit and wall boxes as required by Telephone Co. to complete system into electrical room. 7. Receptacles - Bryan, ivory with device plate (ground type). 8. Outlets in electrical room for irrigation, alarm and telephone. (4 plex at each space). 9. Switching - switching of lights each office, 3 way in large offices, and roof hatch shaft. Provide dual level switching within 12' of windows. 10. Alarm monitoring installation by G.C., coordinate with Owner. • { { h a• ' DIVISION 17 SPRINKLER - CONTRACTOR DESIGN • Provide and install a complete wet sprinkler system that shall meet all applicable codes, state and local, National, NFPA #13, and Washington Surveying and Rating Bureau and Local Fire Department. This contractor shall obtain and pay for all permits, fees, licenses, inspections, tests and any hook -up charges as may be required. Design Building Sprinklers for ordinary hazard. Provide for hose stations in warehouse and fire extinguishers as required. Piping is to be exposed in warehouse with seismic bracing. This contractor shall provide full design drawings for installation showing head locations, pipe sizes, runs, source, etc. Submit drawings to Washington Surveying and Rating. Bureau and local Fire and Building Departments for approval. w . (/ ' �1►../'1 • ks � ryu fi r,,, . , 1 ,C ? y 1 +►r • ', City of .L /6. �V Zla John W Rants, Mayor ■5 ) \ , S °•. 161/ ? Department of Community Development Steve Lancaster, Director ' 1908 _ �.. December 22, 1995 1 Mark Duffy, Vice - President First Interstate Bank Seattle Private Banking 999 Third Avenue Seattle, WA 98104 r. RE: Tradeshow Convention Services B95 -0115 Dear Mr. Duffy: The purpose of this letter is to authorize release of the holdback it for the construction loan on the above referenced project (loan no. 1485624983- 00018).. Don't hesitate to call me if you have any questions. My number is 431-3663. o n t merson / Associate Planner enclosure cc: Bob Hart, GA Corporation S • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431-3665 • First Interstate Bank Seattle Private Banking f3 F irs 999 Third Avenue Seattle, WA 98104 I� �rs tate 206343 -8367 Bank November 16, 1995 Department of Community Development City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98088 Reference: Tradeshow Convention Services Project, Gateway North City of Tukwila File No. B95 -0115 Dear Mr. Jimmeson, First Interstate Bank of Washington, N.A. (Bank) hereby establishes a hold back on our construction loan (loan no. 1485624983 - 00018) for the above reference project in favor of the city of Tukwila in the amount of forty -five thousand eight hundred forty dollars ($45,840.00). This hold back under the construction loan is issued in connection with the construction of the above referenced project to guarantee installation of landscape plantings. It is understood that the nature and extent of the improvements is defined by the approved plans and conditions contained in the city of Tukwila File No. B95 -0115 ( Tradeshow). If, in the sole determination of the Director of Community Development, the above referenced improvements are not completed as required by the approved plans, conditions and applicable city standards at the above referenced location, no later than December 31, 1995, Bank agrees to pay to the city of Tukwila the sum of forty five thousand eight hundred forty dollars ($45,840.00) upon receipt of written request by the city of Tukwila for such payment. This hold back on the construction loan shall not expire until released in writing by the city of Tukwila, which release shall be provided upon request when the requested improvements have been completed as provided above. Should you have any questions, please call me at 343.8370. Sincerely, Mark A. Duffy Vice President /mad RECEIVED cc: Tradeshow Convention Services NOV 2 0 1995 COMMUNITY DEVELOPMENT • FRUM•: BERG "S LANDSCAPING PHONE NO. : 483 0717 Nov. 16 1995 05:13PM P2 :a .. . . 15 e . . 4 1 . '. '' ' * a . • • • • • ' November 20, 1'995 ' • ' . • , .SGA CO!poratlon ' • ' . • : • • 6414: 204th'. Street 'SW, Suite. 200. • ' , ' • • • ' ., • . • . • , . • • Lynnwood, WA 98036 • ' • • • • . . , •• • t Re: TRADESHOW GONVfrNTION SERVICES , • • • • • • ' •,TUKWILA, WASHINGTON . ' • a a , ' " . , .t Bob'.Hart: , • .... • . , , • , The followin Is work •'re ainin to furnish and install with respective values at the above • •' refel',ericed p oject...Each Item Includes labor 'to•Install.',' ; . • • ' ' ' • Topsoil• and bark ; • 5,280:06 • • ' . Sod .$ . 2,355.00 ' . . • • • Wood header and rock detail • • ' $ 2,950:00 ' • . , • /4 .trees g' s Inpludintaking $ .6;510,00 , ' • , • '• 330 shrubs • and perennials ' • ' • $' 7,720.;00 •• • • • ' • , , ' ' .. • 2050. groundcovers , ' • .; . . • • . 5,845.00 :' . ; ' . . . • : •. ,Total. Value of Remaining Landscape Work: . '$30,560,00 • ' ; • , , Note that our current schedule shows that the above listed work will be completed by the second . week of Dec©mber 1995, ' .Irrigation • work should be completed' by this weekend, ' • , • , , Contact me with an uestions. • ' • • • • t r Be - egards, . ..W • •• " . • / . „ eft.' S,Vik' „ • Seri' Landscap . • ' ' ' • • cc: • John Jimmerson 7 City of Tukwila • : • • • • ...fax: ',431•.3665 : • • ' ' . , . ' .. . ; VE , .. „ ' 1995 ' ' ' Post 'Office Box' 1628; Woodinville; Washington 98072 ' (206) 483 -0717 FAX (206) d ,OPMENT 11 -15 -1996 11:02PM FRO1 TRADESHOW CONV SVCS 206 282 1 800 P. 2 NOV 16 '95 09 24 SW . P.1 /3 • • FROM : BERG "S LANDSCRP1M PHONE N0, : 483.0717 • Nov. OE) '3975 ' 6r{ i 47P11 . Pi .. • ; L... N''I •P 1.N .. ,,. , • . . • . . Af avir d es : e . i d r • 1 q r • ... . • ,. .. , .• , . . . . • ..,.. , . . . . • • . .:544 cilei-40-40. . ..f. ,.... ,, , . . .. .. ,. , " . -4, o ,0" , ' . • : ; ". • • ' / • ..,••• i4'If /�.� , 'V$ h ' . • . r � ,; 1 • • • • • .. ' 7 . volok, . ' A... the.r ' ,&.. • .W.01 w•'iS . 4 . . .. . 9 c r,„..4 . ' , .. . .• .. . , ye . '.• ":" A • ...4 . . .. " ... .. . . . . . ., . • ti •r' ..t s' , +•'• `,1tt.. L OP ', ': ' • j f, ,ti• /' r(:t +' ' •. ' , • .. . '., ..,'. '• . . y 1 'r, . • , , , , , 1 , • POO Mice Box 182 Ye dlr+Wn®, we d* ton 96072 C ;443.0 MX *0048144M • AUG 31 '95 08:53 HUDSON AND ASSOC F'. 1 '159 6 foi (5 Richard Hudson and Associates Consulting Engineers 1605 12th Ave., Suite 18 Seattle, WA. 98122 206 Fax: 206-324-6248 FAX TRANSMITTAL/MEMO To: DAVID_i 11E ARCHITECTS Date: 8/31/95 12878 INTERURBAN AVE S. MOM° fit T-10 SEATTLE, WA, 2P,P14.9 ATTN: DAVE KEHLE Re: TRADESIMN!a&REWAIBLDG #7 To Fax No: 246-8369 Number of Pages (Including this page): 1 LTEriuATRQQE_ER&tuyg, THE INTERMEDIATE FRAMING MEMBERS_SHALL ar (MAutitimubcING) . I VISITED TEE srTR ynaD '12EZIMLEINLAI.JCUST 30 , 1995 AND UNDTt-IE_ N ArjANA ja_zap...JILLTMEQ4ATE .,10MgMRS IF YOU HAVE ANY OUESTWNS, PLEASE CALL, THANK YOU, cc: JIM @ SCA • ' i `(�•- � City of Tukwila John W Rants, Mayor \d\. * ,: � Department of Public Works Ross A. Earnst, P. E., Director 908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: r PUBLIC WORKS ENGINEERING DATE: June 29, 1995 SUBJECT: Gateway North Building 7 (Tradeshow) 11621 E. Marginal Way S. Project No. PRE95 -009 Activity Nos. PW95 -0130 and PW95 -0131 Contact Person: Mr. Robert Hart Phone No. (206) 778 -2191 L u,+ n. 1 0,pplt P' (°/ THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 28, 1995: Permit Fee (130) Landscapre Irrigation $25.00 (131) Strorm Drainage $25.00 Total: $50.00 A copy of the confirmed Utility Permit Applicaiton form will be inserted into the permit file. JS /jjs Attachments a/s cf:. PW Utilities Inspector (w /copy of application /plan) Development File (w /copy of application /plan) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 • • • CITY OF TUKWILA RECEIVED 6300 SOUTHCENTER BOULEVARD MAY 15 1995 TUKWILA, WA 98188 TU PUBLIC WOFKS REVISION SUB. \ /i TTAL * DATE E • I S• q E • PROJECT N • .h. 411.1-S. h v uV = a s � /r/ � h 9 ADDRESS �� ; >�� '� � CONTACT PERSON IS /K et, & h Le PHONE 43 - gA4 7 • ARCHITECT OR ENGINEER I)a.I4 c . 2 t C —. PLAN CHECK/PERMIT NUMBER .8 o f- D I 1 J TYPE OF REVISION: ( 10), K.f MA ( JO 60_ • SHEET NUMBER(S) it 3 "Cloud" or highlight all areas of revisions and date revisions. SUBMI•I'I'bD TO J DLrviQ. ,sper (e/ c RECEIVED , �� CITY O F TUKWILA '‘ ai A-n) ' MAY: 1 51995 • . • PERMIT CENTER R 0 E E R T 1 I'RI)H.SSIO\ U, 1000 \mRIU\ 81 1I.UI I 10 SOUTH 110TE). STREET ICES 0111 SK(:o \I) 11 I: \t E SUITE 202C FOSSATTI SERI I:uRI'nR \TI((\ S EITTLI;.It1iIll \GrO \ 9010 I IIl) \O \ll\I1MCI • TELERIME: )2061621.1803 rFa.f•.I' um: (1011 333.0099 A S S O C I AT ES t\\: 12061 6!1.97111 F \\: 18111) 513.2200 CO \SULTI\C E \CI\EERS RECEIVED Fint 8 1995 May 5, 1995 CUMIviuNI fY DEVELOPMENT' David Kehle Architect 12878 Interurban Avenue South Seattle, WA 98168 Attention: Mr. David Kehle Reference: 95 -T -07 (Tradeshow) RFA #95102 -07 Dear Mr. Kehle: We have received revised roof framing information for the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. We have no comments. We have forwarded the drawings and calculations to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. . Sandra B. Stampfli, P.E. SBS:3 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95T07 3.DOC 5/5/95 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * RE V ISI•N SUBr i? TTAL * * DATE 14 k V"/ PROJECT NAME Thb Qe5140 W eafx 7 ‘4004 ADDRESS ?/ 1 % ' . 1149 CONTACT PERSON 51 i Weilm PHONE 0'3 'VCI1 ARCHITECT OR ENGINEER ° f • • tu 4 'riG PLAN CHECK/PERMIT NUMBER 3S -'D 1 TYPE OF REVISION: 2 jjW) W Lbt.4 "/t% W, 10 atie : ave. (sa÷ flee-45 SHEET NUMBER(S "Cloud" or highlight all area of revisions and date revisions. SUBMITTED TO: ' {✓b'Io:4 { 1 P:e.ro4 FforAti CITY RECEIVED TUKWILA GG T to • oA0 WI I S ‘',2- MAY 0 4 1995 ��� tteor wI ` PERMIT CENTER R O B E R T • \ I'R I. 1000 \0R0)\ BUILDING 116 SOlil1 IIOTEI. STREET FOSSATTI SER\ICFS But SECOND 11E \4 E SUFE202C COMM MON SE 1171.E. R \5111 \OTO \' 98314 I.U. IIO\l1LC HAWAII 96813 • l'ELEI'II(I \E: 12061621. 113 TELE \F: (8 333.6699 A S S O C I A T E S F \\: muB ((21.9740 I'\\: 18081343.2200 • CONSULTING ENGINEERS May 4, 1995 David Kehle Architect 12878 Interurban Avenue South Seattle, WA 98168 Attention: Mr. David Kehle Reference: 95 -T -07 (Tradeshow) RFA #95102 -07 Dear Mr. Kehle: We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. We have no additional comments. We have forwarded the drawings, calculations, and soils report to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS:2 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA MAY 5 tb:)a PERMIT CENTER • 95T07 2.DOC 5/4/95 • $1 -? CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVIS SU tiz ` ` , I' TTAL * * DATE I PROJECT NAME I irb IZi M.. ft_ . .AEA ' OD') I1 ADDRESS I� A He*? • CONTACT PERSON av 11211 E!$ PHONE 4*- 7 ARCHITECT OR ENGINEER tar4 -itimoekbgezi. PLAN CHECK/PERMIT NUMBER ,d 65 ' TYPE OF REVISION: r Si c► i 4i1 L; (.(J.C"Jgod Ark. 4I2ri) '45r-a• Aagi Z . SHEET NUMBER(S) ,/ *f ,5 "Cloud" or highlight all areas of revisions and date rev ions. SUBMITTED TO: n IUD 0, 9, 8. At4tactO RECEIVED L0 4� fiw� CITY OF TUKWILA • 4 'C ' 9 MAY 0 4 1g9� ld ot o F ro Hot ""Jti PERMIT CENTER �s '""A "- City of ukwila p FIRE DEPARTMENT 444 Andover Park East p Tukwila, Washington 98188 -7661 1111N 'Z (206) 575 -4404 1908 • . John W. Rants, Mayor May 3, 1995 • Fire Department Review Control #B95 -0115 (510) Re: Trade Show - 11621 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1646) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department 4 review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S'.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Local U.L. central station supervision is required. (City Ordinance #1646) All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (UFC 10.508) The fire department connection (FCC) shall be equipped with a 5" Storz fitting(s). (UFC 10.506(a)) • • (1:::11 ' 41s City of Tukwila q y FIRE DEPARTMENT 444 Andover Park East 2 Tukwila, Washington 98188 -7661 • 1908 • (206) 575 -4404 John W. Rants, Mayor Page number 2 2. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans with Disabilities Act, Chapter 51 -20 WAC (Chapter 31 Accessibility), NFPA 72 and the City of Tukwila Ordinance #1646. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Local U.L. central station supervision is required. (City Ordinance #1646) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm 0 Control ". (City Ordinance #1646) 3. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. `: Obstructions, including storage, shall not be placed r o L "A � City • Cit ®f ukwiia l. �' o FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 � (206) 575 -4404 —MOB. . John W. Rants, Mayor Page number 3 in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where iLs presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (UBC 2516, 11 (F)) When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and UBC Standard No. 43 -7. (UBC 4306(d)) Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) • • Q � J qsy Z �ilt� FIRE Of �DEPARTMENT 11 �i1B/I�c� .-a � 444 Andover Park East p Tukwila, Washington 98188 -7661 N 0 Z (206) 575 -4404 . 19 08 • John W. Rants, Mayor Page number 4 • 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) 7. Every building shall be accessible to Fire Department apparatus by way of access roadways with all - weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 10.203, 204 as amended) 4 8. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. ..........�. .. .. �:..:.... •... � a .......... ....... ..... . ........ .... s: ....urv.... ✓.... �.. -,y r .:., : .;.y..� r....r.....•v ae.- au�.urn.+ -.a; �.vv.....w.zm.tr.s..w: in. -..ru uw.. �. v,.-...-. v. �r... w.... w,«......... �... nr:+ rewn. rnxw. �. eai*."» w+ rtrr. h. M> r* h's rwnw.. rr.wawt»H.Yn�rer�a�wnrrururer:l qs City of Tukwila y FIRE DEPARTMENT 444 Andover Park East j p Tukwila, Washington 98188 -7661 cn 2 (206) 575 -4404 1908 • John W. Rants, Mayor Page number 5 Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd RICHART UDSON & ASSOCIATES, INS Rick Hudson, P.E. CONSULTING ENGINEERS Chuck Morris, P.E. 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 FAX 324 -6248 May 2, 1995 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188 RE: Project Name: Gateway North Building #7 (Tradeshow) Permit Number: B95 -0115 Address: 3515 S. 116th St. Seattle, WA. 98168 Dear Mr. Griffin: To respond to the letter from Robert Fossatti dated April 27, 1995 regarding required corrections per the plan review for the above referenced project, I am sending revised construction documents with additional calculations as required. My response is as follows: Structural: ITEM 1. I have reviewed the nailing for the calculated loads and believe it meets the requirements of the UBC Table No. 25 -J -1. See the attached additional calculations page ADD1 and ADD2. I have modified Sheet S1 to clarify the width of the framing members at the panel edges. ITEM 2. I have reviewed the precast concrete walls for shear from lateral loads at the perimeters and find that hooks are not required for the horizontal reinforcement per UBC Section 2625 (f) 3E. See attached additional calculations page ADD1 and ADD3. ITEM 3. Sheet S2, The plans have been revised by modifying the footings on grid A for the overturning forces in the precast panel # 14. See the attached additional calculations marked page ADD4 through ADD7. I believe that this resolves all of your concerns which are necessary to complete the structural plan review. If you have any further questions, please call. Sincerely yours, Richard Hudson and Associates, Inc. �.1/�v . , tl / RECEIVED William J. hl ke CITY OF TUKWILA Whip key cc: David Kehle MAY 0 4 1995 PERMIT CENTER • °` y j r City o f T Rants, 1 r )1) ■ , John W. Rants Mayor N •• i / ?: Department of Community Development Steve Lancaster, Director \�k ••7 908 x April 19, 1995 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 95 -T -07: Tradeshow (B95 -0115) Please do structural review per U.B.C., 1991 Edition. Sincerely, Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Far (206) 431.3665 SGA CORPORATION GENERAL CONTRACTORS April 17, 1995 • RECEIVED Mr. Duane Griffin CITY OF TUKWILA coNSTRUrnoN Building Department APR 1 7 1995 AND City of Tukwila 6300 Southcenter Blvd. PERMIT CENTER PROJECT Tukwila, WA 98188 MANAGEMENT Re: Tradeshow - Bldg 7 - Gateway North Dear Mr. Griffin: Attached is a soils report for the above referenced project. We have used the information contained in this report to design and build the eight existing buildings at Gateway North. In addition, we have used the authors, GeoEngineers, to provide construction monitoring of slab, footing, and asphalt subbase. We have contracted with GeoEngineers to provide monitoring for this building as well. As in the past, we will forward a summary letter addressing subbase compaction upon completion of the job. Sincerely, SGA Corporation obert Hart Vice President RECEIVED R E C E V E D CITY. OF TUKWILA MAY 0 5 1995 APR 1 9 1995 PERMIT CENTER ROBERT FOSSATTI ASSOC. 6414 204th. ST. S.W., SUITE #200 LYNNWOOD, WASHINGTON 98036 206 118 2191 FAX 206 778 2196 # SGACO * *084BS . ., ")%nn) rfna 05/03/P5 00: 42 FAX 205 4841 1860 - �•�.t-- a INFRASTRUCTURES (Q001 /006 ` ' ♦' !l: e, rR� 1/ 8 „ 4 , i - A,tf,'t .,, S IN %• : EC.E1VED • ft r e 8 1995 NOV t MAY 5 1995 1'8 1994 comiouNi FY ^� r t i 31RT FOSSATTI ASSOC. —..-_^ Nati ( Si-r ice, Inc. Participating Members: SECRETAR1A "' S11CCI- Ptttatic Safety 13OCA Evaluation Service. Inc. !CEO Evaluation Service, Inc. Testing end Evaluation Services. inc. 4011 West Flassmoar Aped 5360 War•hmsn Min Road 9G,7 Mentcra,r pond. Sore A Country Civa Hilts. ttinoiu 60478.5795 Whittler. California Poe )1.2299 Rirmil:gnom. Alabama 35213.1206 (708) 799.230 (310) e9ft••0543 (2051 591.1853 Report No. NER -+586 laiued July 1, 1994 NATIONAL EVALUATION REPORT Tills REPORT IS SUE3JSCT TO Copyright Z 1994. National Fvaluadan Service, In RE XAMINATIgN iN ONE YEAR AWS C+LUEt1•LRMINAtEP TIMBER COMBINATiONS AHD 13AP" 3.5 Loyup: COMPUTER PROGRAM FUR DETERMINING DESIGN STRESSES Beams are fabriv_ted in accordance with ANSI A193 using Inc AMERICAN WOOD SYSTEMS grade comoinattons noted to 'fables Ncs. 1 and iI. Manufacturing POST OFFICE BOX 11700 details are provided by Amencan Wood Systems and incluoed in the TACOMA, WA:iHtNQTON 98411 Plant praetor) procedures manual. Manufacturing grade require. ments are =Gtea in Tablt;s N05, Ill and IV. Corrbmauons at ^. in 1.0 SUBJECT accordance vein ASTM 0 3737 requirements. • AWS Glued - laminated Timber Cornbinat!ons and `GAP” Computer AeSawi purlin beams, manufactured by ripping nominal 6-inch Program tor Determining Design Stressnr. berms vertically through their depth into two equal-width mem- bers, are permitted to be produCed from CSP and SPY combinations in this 2,0 PROPERTY FOR WHICH EVALUATION IS SOUGHT procedures. without varying the basic grade description or leyuo r Structural Performance. 3,6 Design: . 3.0 DESCRIPTION and stresses for AWS combinations are noted in Tables NoS, 1 and 11. The values in Table No. 1 ars for members wit four or more 3.1 Qenr.tat laminations stressed primarily in !rending due to loads applied per pendicuter to the wide tacos of tha laminations. The values In Table Umbel hav'ng a nominal thickness of twit inches or less is glued. • Nc. II are for members loaded either axially or In bending with the lam :Hated IMO rectangutar cross secnons meeting industry stand- taadsaGting parallel to the wide taceE otthe laminations. The design arcs for oeptri. wit and appearance. requirements of structural glued-laminated timber shall eomp`y (and !.umber that is E•rgted or visually graders Complies with Standard with Section 2304.1 of the DOCA National Building Cede. Section 2511 of Specifications for Structural Glued•taminated Timber 01 Softwood $i arr the Uniform Building Code. whichever is appticzole. Code or Section 1701.2.5 0 the • Species (except requirements of Annex 0 are revised for CSP grad. St inq) and the procedures set forth in the quritity control require. Modification of values far duration o f toad shall Corna!y with the menu. Quality Control WI E•rating and bean, fabrication is con- applicable cone. The design values for connections asd fasteners ducted unuer the supervision of an approved third-perry Inspection applicable to the CSI laminations comply with the code as listed for agency. spruce-pine-fir, 3.2 Adhesives: 3.7 "GAP" Cernpitter Proprsrn: Face and erd•rotnt bonding adhesives comply with AVM 0 2559 • The GAP computer program is an alternative method for determtn• for ex•,nrror or wet use'.. ing Iayup combinations and assigned stresses putbll6hed In this 3.3 End Joints: report or referenced In the BOCA National Building Code. Me Stared - arci Building Code or the Unilorm Building Code. End tAfntS comply with ANSI At90.1 •t 9 °2 and ASTM 0 3737. The GAP program usos the principles of ATM 0 3737.924 toaster. 3.4 Lumber, minr'the design stresses tor any layup combination of laminated Grade s0Patications are included in Stnndard S1eclfications for Umber. -- Structural Glued - laminated Timber 01 Settvlood Species (except The AWS program for monitoring the use 01 GAP and certif1ca;Icn requirements 01 Annex D are revis''J tor CSP grazing) and follow of given gtued•iaminated layup design stresses shall be in accord. Inqustcy classifications and nome.,lclature as provided In the eppii. ante with "Quality Control Requirements for the GAP Computer cable code. Program" dated May 5. 1993. ThrtreportIt remtrrdto thr ;pet ! fir product a ads ioast( try At porn tubretaed tilt ap : 'I k on( in oprlrcotcanN tirttittit this repor7.4 Inc/torn& nt tttrtiTr, prrformed sty the Notional Era:twc, Server 0M£S), and PIES l prci pally doer 1101 mike et 4• Oral rij , dart( a rpr<st ed or implied. as id any firs ie► or o snorter in this moon or at to any product orer & :•y this rtpori. Thlt dr,croimer inalud: s. Out is lie/ &mind 10, mtrrhon olio tsbinP.P. rah riper! IS o sub / erl w to, aerial, listed serel.t, ...��. • ;,i',=,si7i ■31.rH )K1:0.11'11-1 E i• : T .pt,- . r t Hi"I' rh,rr1of12 • • • • • • • . ..t.. i ,... N KI ! K U Z It a . ; , . . >ict .. y ct ssec>z :xm :r�r^r • ...r�,d. M:i" ..J �1A ��.Vb X17 ,a�. b . �.: ,.,�... .. ... ��f r .y l� FI IQoUz VUu y+�.« --* Pa 2 of 12 / Report No. NER -486 4.0 INSTALLATiON 5.5 Laminatr is Outlay Control Check of E -rated Lumber for • Installation of AWS glued•laminated timber combinations is In Decem S 1993 e (CSP) and since OF} Mtn accordance with the applicable code reeNirernents• 8.6 AWS CMS policy etatemenL Grading Lumber for Use in Beam fl,tyups to be Resawn, 5.0 IDENTIFICATION Each member manufactured using layup combinations determined 7.r CONDITIONS OF USE in accordance witn rots report shall be Identified in accordance with The National Evaluation Service Committee finds mat the Iamrnat• the tspe• specifically ES, lu to ES or S6CC1 PST & ESI evaluation report t to oombfnations described In this report are acceptable MIterna• that spectficalry evaluates me product. ` Was to those specified In me 1993 BQCA National Building Coce the 1991 Standard Building Code with 1992/1993 Revisions. ano 1.0 EVIDENCE SUBMiTTED the 1991 Uniform Building Code with 1993 Accumulative Supple. 8.1 AWS Report No. 793.2 "Shear Strengthof Douglas•firStruc• ment, sub {e t to the followlnp provisions: tural Glued-laminated Timber" prepared by Dr. Borten Yeti, 7.1 Retriprl stresses for normal conditions of loading do not Technical Services Division. APA EWS dated February 16, exceed those set forth in Tables Nos, I and 0, 1993. • • 7.2 Design cafcufations and computer output. signed and sealed 6.2 AWS Report No, T92P•7 " Combinations for Glued- Laminated by a registered engineer or architect, are provided verifym9 Timber using Canadian spruce•pine fir" preps; ed by Or. Bor• compliance with this report and design requirements off the hen Yeh, Technical Services Division, APA EWS dated May 4, applicable code. • 1992. 7.3 Evaluation of the fabrication process and individual tabrica• S.3 Quality Control Requirements; for the GAP Computer Pro• tors is beyond the scope of this, report.. Gtued•faminatao pram dated May 5. 1993. beams manufactured to the AWS Glued•laminated Timber Combinations listed in thin report'shall be evaluated in a cur. 6,4 Program description for gfulam allowable properties (GAP) rent NES, 90CA ES. 10130 ES or SBCCI PST & ES! evzfuatlon Version 1.2 (with computer disk) dated March 31, 1993, report. • • • • • • • • • • • • • • • • d.. �. XdSSH u +!!+ i.lciscro71 Fh ; S T . ;� EC? ), 1 • 7 �i w a St TABLE t o. i — LEStCtt VALUES F(sRSIDliCYDRAL CLOY.13- 1.A3dINATEDTtMBER F i4 ORMRl.DURtATIO$ O F LOAD AID DAY C0140IT1O1 SOr Da i C 1 st Dieu X-X i 5aWx�aaaa X -Y A iiis Aa tam Sos ios Pcwtsmdsas. Walk Finat t aiacaa� ins I ts►Lcf ?ardid a WI Fact of Lsma4- i F mraie i �i.. s Baser 4Q Dss -P° ' 1 Faaimatai. itz F wOnis� s t. C. `" Qun Taaiaa t Madam Eaam ta} c k. 1 ae (i rska ilo'is Ta+aias Cip catias *Ae 4 i 1. wad 7 GaSaaaai Nair aW al Fa a a . Fapralaar liceitsad lam � of f's lki ►+caltd a of I. Leutuution Came Ss :sxi i . Law Soeaxd Soak. CQae�COiioa Siren Fas+cies7 i 0 Le rinks 1 Shot 1 laid' at a� 6L6ie� 41G2 is Oira , U. aQ:r r_+ S)�rt L.aas 3 ioS !a= lacy F it • � F F c � F �M1 l ii S ` F I F 5 I. • II. id Pa p� PN Pa 106 pal Pi Ea Pi 10'�si Pi P i i . �Pi .... ry — ? 3 4 3 6 t [ Y !i !t � I3 13 t! 1S . it IlafoYpasYaantitaaar• In sat&Aiwa and Ira ktai lba ir, a sat um. AWL l!?.V3 i3Fh1F 1(O 3 M1.x'•3 S6W ta° MECII IIIIIII AW2 -Y4 1iFiD 111=11 1.013 Mc kg 190 1`4 1 I % IIIMINWIM 60 MM. L IMMI A W3 20E-V3 AMC MO 1.400 OM i r wews v a n+ t 20•2 IM in !. ?oa t loo AM 34F -VS DPA1R X400 6LS 1.500 /.S AW524F -1 A r4 CS17CSr . Z400 NM 1. IFIN 4. 1 909 1.213 l.)so '.W 24Fti1SPF4 • 30-711c 2.440 3.203 6554 160 Lao 430 15$00 ac it}ll a...2 caaa6ioabier ea Ldsma i ssa as noc64 i W •••:•n - a cet_acstid as asP1xW sod tcasitc agml cai•tiR isba3 posiass mod ocr.iosloosbwi _ AW3 211 Di VAG) 2144. f 590 s SO 1.7 3.4144 3631 1 AW2 24r 141) ICE 4.142 190 1A MM SGa 114 S4 n 1.%00 .. • 414134c -V!0 2154! 610 650 155 Hi ocio 373 latl /3 t. AM AW3 74` -WCSP3 t 1. 7." II= 563 163 16 1.110 430 t40 70 15 900 1.w0 %.S . AWS e4F Y1 C i% S.P . 1'.403 x400 560 560 11+0 ! 11 t.so0 430 145 74 4 1.130 2 DOG 16 A14124i -W5PF1 . WHIP? 1.400. 2,400 360 340 360 t 4 1.150 430 140 70 1 s 9O0 1.00 14 AWS24F- E11152 4P F11IV 3,400 2.440 360 340 160 1.1 OW 473 160 70 b 1.:10 2.039 1 31irt•aetayoes 01 Oa 0S5 01) 0515 1s)) 04 45) D a31 MEMEN o 0 03 073 GM i T'• {.1 `- w f� i 04/17/95 14:40 FAX 2087782198 SGA CORPORATION X1002 /002 I \ I • 1 ;0 4 ) `.) REGISTRATIONS AND LICENSES STATE OF WASHINGTON , UNIFIED BUSINESS ID •: 601 292 201 ■ BUSINESS ID 0: 001 i EXPIRES : 12 -31 -1996 : ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION SGA CORPORATION + 8414 204TH ST SW STE 200 4 LYNNWOOD WA 98036 1 ■14 . DOMESTIC PROFIT CORPORATION 1 • RENEWED BY AUTHORITY OF SECRETARY OF STATE 1 tip : i I I )i i i t. 1 • ' Tho above entl has b.an IasUSd the badss rs I rations or tkonars listed / osY RNT oP uctwsina etsavea a vnorea so►+s avtsaty . , '► �' • �, > 7� P .O. so x c1. MPu4 wn 9NO7 ( 7S] •ai01 : s::t.�cxL'.v's =." - •- .'.`'.r •7w3C s.. 000W,, z — • DEPARTMENT OF LABOR AND INDUSTRIES 1 1 THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A % �. 7 _ �::} .'1 Pow' ,i i., ,,, . - 0 lti� . • +� d� v �Lr • � i�G ' 9 i � ry}' } . i . - ' l i • 1. .... :10 074 .7d 7 'ii►;:13t'Tri"... �d:ri43.'`.va,"i,."d'1 -?M i ' ' i li":1' 4 ~ - ' on tl' J f - '` , � '' '4. � ,• 4`4 'c rw STATE OF WASHINGTON is �I :G.. rA• :.:l.,., • . .. � atl�.Y{�* `� t: ! q "�l! p C C E � c S 3x1.`•• ` }.�,,,. .�� A . a 41 ...NO 0. 4 R G V L... C} I3 : of`�:u A! P� '! ' A . - •..' , I } .1 z Q 5 641 '2 a8' ,ti ::: , S ! ; _.:;...:�•, ;�:' ' a :t .b l .1 AP 1 ° 1,.9 1 � Qt. WOOO OD,.',WA . . 9 .4.:0 : 4973: • . '':•i ?: ! : r .... 4 ;.,. : � SGA CORPORATIoN z l I II F625•032.00013•42t s' ... .•,.•..c. «►i�,� •. �'� ' ! .,...i.:':: .. p,tA•',, . ,. .. ,.v:.•.. j'r . ••,- .ids • • • • — rr0.a.e.5hou3 ,._. m( ice hie E\rch CITY OF TUKWILA Id: ACTP130 Keyword: UACT User: 1671 04/13/95 Activity Maintenance - Valuation Calculator BUILDING PERMIT Permit No: EST95 -01 Status: VOID Valuation Summary Date of Table used: 04/01/1994 Occupancy Type Factor Sq. Feet Valuation Warehouses Type III N 22.79 37,485 854,283.15 Subtotal: 37,485 854,283.15 Multiplier 1.00: 854,283.15 Addl Fixed Amount: .00 Total Valuation: 854,283.15 Enter factors or F2= Select Occupancy ESC =Exit Val Calc CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1671 04/13/95 Activity Table Processing BUILDING PERMIT Permit No: EST95 -01 Status: VOID Type: B -BUILD Vers: 9101 Screen: 02 Fee Information Building Fee (Y /N) • Y 3,104.50 EXIST BLDG SQFT: Other Bldg Fee (enter $): .00 NEW BLDG SQFT..: Plan Review Fee (Y /N) • Y 2,017.93 CONST AREA SQFT: Other Plan Rev (enter $): .00 # OF STORIES...: Building Surcharge (Y /N)..: Y 4.50 Calculated Fee: '5,126.93 Archive Date...: / / Microfilm Date.: / / Additional Fees Work w/o a Permit (Y /N).: .00 Inspect After Hrs (hrs).: .00 Radon Monitor #: Reinspections (hrs) .00 (see comments for multiple Other Inspections (hrs).: .00 radon monitors issued) Add'l Plan Review (hrs).: .0 .00 No. Radon Monitors • .00 TOTAL PERMIT FEE: 5,126.93 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update __------ 1= -- - � d ^- - 0,11\4 +10 W ° �• - ----,....._ _ _ d t.t',.. - __ .. _ _ :. 1 I \ \ 4 r^• SEPARATE PERMIT 'I a v � _ RE FIRED FOR. — --- -. - j 4 - I - ! fC 6 � _ o uweensRRlVER B., 51 ,29,, P.L ' -�• g � \' m 46 26 -2. -- 1 J`OUNOAKY OF erVINAKY NIAH WATer - - - -- — / = I((1IIN��Q Y� t [VIpENLtG fY LNG OF VELIEtATION 1 - ---- v� _ =1204 __ g _ ` _ -. g �S 3 $ 0 A Li M NG Il l IN 7uL 1907 — -•-� CITY OF TUKWILLA ACC ROAD - - ' - 'yD V/i S ___ PIPING \ —_ _— - KW 0 - -.. -- _ BUILDIP U DIVISION �:TY OFTU + : - ,I " g ::=: \ �� . r \ r 1 1 FlLF. .. • �.._ -.a, j � COPY " . > , ....... >, --,.•. -. . - - I L tha the Plan Ch - ..: :.....:.'':.. >:..-:. .. - - - i k w app rov al., a re i l 1 1 1 1 1 ::. t ' -_ , !� , 1 , subjec to errors and omissions and approval of ,. i EX ISTING BUILDING + , [- PI anS dOe9 IIOt !/ ' 9111110r1C• 911a Vk lJadOm O♦ ally t 1 / C 1 _, it- - _ > { I - � to , e,:o od coda Gamma Rea* of contracto I i / ' i \ t \ l : ig I _. ,5 l copy of epplOVed plop • i� su-rr<.: - / 7 � .� \ J �; 'c T'-±i_ r- -J ! !' l l ) E XISTING B UILDING 1 ".�1 ) � 1 { 1 • ' 1 • \ 3 , pl sr u ; e / , Io, J 1,, 1 1 ,�� i s i l0 re g' / it ( , — / _ _ J I ! X11 ) p� / � t t \J P . r : /; ` �_ — 1) i fi Permit ' I , 4 pa r • „ j 110. r . r" 4.i / , _ _ . ,, - 1. o M _ @&ia�111 gWCo. ',.. - --- 3 / 29 r I 1 0i , J . LJ J ; LODE ADDIT ONAL PLAN FEES rm '.all' Y l .. - 4 - _ _ TE REVISIONS WILL REQUIRE A NEW P SUBMffTAL AND MAY 1NC - o / / \ JL7 TJ I T E: I ? : j I E L : =z — hn I �F �? co I os t _` ! 6 / Zt.� � K% D -tee '. 1 ; A , sauTN 1 aT rts T � P } �� I fiaNa� _� rn > o 9 y ?Vi�Y4 Q Ii wall• / " 4� n I s 7-1--,.../ r j 5 ••IF. m = <o N +4 1 c._ BUi LJ)1Nf31! s8 457 �`' a � \ _ , - a nti ' ' i _ ': a` -, . ,� w.., I - ,Q " ¢ PNt�a U. / t ° s + w 3 I ' / / s ��. , BUILD 4 _. $"7 1G�'r : r is -. - - 'r `r a ' �,. ,,: a ; O dy z pi 2 / 7/ _ p ku r ', / ss.5 O r : / - - - .� ___ c , � a "' - 4, J j tp! f'f1GI7T . / S �8r A. S 2 .'/ !I 7 k 'C!r . IU` 1x6.5 5 5' ly sy ° N [n � ' K , :::k;7 \ J / 0 , ! ..c S I : I b�'�` H� ,s, rn pi ,,/� !� 9 a ` ' 41 11: ' ' ' VomoNt 0'5 11 4° . ` ar , ' / 411tp I ;' 3,7 ! ' — z �,p/ R7 t� / / j Get ptI / ' i I 1 ii . i - /j. /; , .� . N 1 WO iiiiiiik . % P. �a2Ne �,l� - : . 1-r i ' 1 : _ - -_. - 1M C G�Gc N, gligalft6. ' ,- ',/ . _ fi r'/ / TRI;cK P M w e t , 1H�, ; u '^ec r. . iD r 0 CA � \ � r [ 7 Y ' an d LL • I n "J:: sy :/ d am+ 1 ?? 5' ! � pE L �I( G ® d \\ La t K ,, :4:1 Il r J 0E0:11_1-1,,, 5 s C H I �} 1 3 : � ` ..;1 : i_ 4 � " t. �'ti tcrlLU. c i D 1e1 1 � ` I J C 1 .. 1 r \ _ „ � 'TTLE.�. , , , ; , w / B ILDING 2 ; iQ O r va ri � r 1 T tx �- + ,1 A 1 ,f d �' \,1 1 \ a: I 2 r�. lua �rE , . use 7 :�:e++t -I '- • I ( t 4 . � ' � t r l / , - ht�; fl - � 6 a � � i r s. [ . ' J3 F `� Q e 9- / I [ Y` �' j 1 I L I .Y �` .. < W I Ill r CO I S X i - yl. 1 y X� I. 1 .. ... r �- <' 8'-m -� w BUILDING z?a� I ! - R• f W , � _. ' � / / !+G 1 1 lys{ l - Lf Imo' i , ;__,-- 4 ,. , � � : " .. .. , � -: . � - tee_ r8 g�. - k - [ ��' ---i ' : j; ' • -2 .i• - -I• ... ; , . 7 , \ ;,.• •-=' - \V 1-r •.-trt ' ,-,.. . t . -;:' 1 , • 9 I 9B ■ ( . , a � .,_ - j - ' Mr N. , t r is I "'v' .e- �. t - ._k ° 4 U -` - �r• _ - Z_ 'A, s : v I fi g --- L /� t r _ c8 , 5'= 7o'.p' S , 9ebz -v'a:: '7o . • J ; f 3 ° �'2' - - a I j r H j �' �+ i q b" + f�e�ff tbr7t r �' j SITE AND BUILDING STATISTICS: bN x�P Y Imo _ V1 ir _ .. _ - -- - - = _ RI _ 242.63' t . • U1 BUILDING CODE UBC '91 4 P. L. - 630.35' -- U) ZONING : M -1 0 0 • 1 oy - It Wehal '4 Cr V.011, TYPE OF CONSTRUCTION: III -N SPRINKLERED UNLIMITED AREA WITH SEPARATION ALL SIDES - - I al - 111 b'GGi6 Fa � f.,0); 5.1x.12 of c:74' O . SITE AREA : 2.92 ACRES (127,195 SF) - 4 �3 ! 066 60 • Cltl6jia.i�i t,2 OCCUPANCY GROUP : B -2 OFFICE /WAREHOUSE PARKING REQUIRED : INDUSTRIAL 1 /1000 SF S t9 G A ® U) BUSINESS /COMMERCIAL = 2 -5 /1000 SF R J .7 w _ fl E. °.1/ D g 2 BUILDING AREA : 37,485 SF (ACTUAL) FOOTPRINT (29.5 %) Z INDUSTRTAL AREA : 30,867 SF @ 1/1000 = 31.0 CARS FIRST FLOOR OFFICE : 3,618 SF @ 2.5/1000 = 9.0 CARS CITY OF TUI(WIIA APR j ' ' I SECOND FLOOR OFFICE: 3,000 SF @ 2.5/1000 = 7.5 CARS APPROVED FUTURE OFFICE : 3,000 SF @ 2.5/1000 7.5 CARS fi_IP:ii+i )'ps5+1111 IV/ JUN 3 0 1995 55 CARS RECEIVED PARKING SHOWN : 105 CARS PARKING STANDARDS : 8 1/2' X 19' W /25' TWO WAY AISLES S I T E P l e w N AS NOTED CNY OF TUKWILA n') : COMPACT B' x 16' W/25' TWO — ® (2' OHG = i® 6. AN I® APR 1 7 1995p — WAY AISLES (2' OHG °- 14'') BUILDING DIV I N ® 14 0 R T H `Scala I " = 60 ' PERMIT CENTER LEGAL DESCRIPTION: �,,,,yy�}I � • I E IV 'I - I t I' � l w il n l �I � / e LOT 3 OF CITY OF TUKWILA SHORT PLAT NO. 90-2 - SS, RECORDED UNDER 1 N l l ' � I I ry +'I J D I�l1P;G�I � � ,.I NGI - E ,� `iC' vry•4�IJIJyI� - RECORDING NO. 9003121482, RECORDS OF KING COUNTY, -WASHINGTON. • ' -- �'� d'i; -' 0OOR ♦ BFI ,"� 3' - 0 X 8' -6• STtlI MT DOOR CLOSER L XK KA D THRESF AND WEATHERSTRIP PUSH/PULL BAR . i � • 2 3' - X 7" " DOOR OOR AWHO.LOW METAL PRAM, 11!1• PAIR BUM MAP), t 1440 $1- SHOk D ik1EATHERSTRllb. METAL DRIP CAP. ' a r z 3 1Z'. -0" X 14' -Eft CYERHEAD'DOOR. ` LPT, CHAIN OPERATED. W/SLIDE BAR LATCH �, c foci' ATE,'' Ate SILL o PL SLAB E j a .. • 4 9 NEO P LL TEL OVERHEAD DOOR WI I. LIFT W/51 ..DE BAR LATCH FOOT PLATE AND — SLOPE SLAB FROM DOOR a i m BOTTOM TO DGE. 5 10 X 14" A STEEL <OVERHE AD DOOR - ;4 44 LIFT CHAIN OPERATED W/SLIDER LATCH. I/2 T TX E t JAMBS I . . , FOOT PLATE ANDNEOPRENE NEOPRENE SILL. a ' Ilii u .( a m `. I ' i 2 , f 3 ) i - ® -----„, (----, C&) i_ej (i0) ( ii ) Q2 ) / , (-----. 8' 8' _ �' - 1#85'.59. -6° 8 8.3'.68' i v8' -6 "y i 8- 8.5>;ae8 _ i.1- b_ ,I�� 1.BS 9' - " 71 PAIECING DIMEN51 I a i i W ., , ,I I ; p a 10 I Q O 16 IA Al ' I 315 {r, _ " � I ! - TYP "C "F42G'VT TYP. "C" FRONT ` TYP. ,. A" • p .. TYP. "C" FRONT TYP. "C' FRONT TYP. "C$ FRONT I' f i j j 6' - T - - ! P _.).6'-'1A.'-2.r.'-4/2 ' .- ' , -1" ' i A' 4 EQ . 24' I II 1 • I i i i _ i� I I I _ I � I I I I I. I i( �. 1 j' I I i ` I !la 1 I I I I 1 1 I I i J ( i I ��yyII { I 1 i ! .1 I I I I ( I 1 �- j I. i I _ i I I I Z �I I .. 1.1 I , 4 1 t I t I I I I I ll , a. I _-. � [ ----1 _ 1 I I I F I f • - of a�. a - - l a . j �. - -— - 7 V ': ; , . \ • 11 kel . r • ' - / ' 1 I '' . - 1 ----, I 1 1 ! o v { I _ — ®; L. _ - I j I { I FRbM R4iNLEADER 1eooF I • . n.� i' i v I DRAM ASOYE I n Of 00 / 1 I I ' _ I TI D TO STORM m M . �0 D IN- SEPARATE I I I n in 03 of 4. z I FFLOIl1 AT is. Z TI n I 4x8 SMOKE VENT I S .. D Q Ir G - I i - I -\� n n I n n 1 n n n I IJ TYP. n • 1 :.. co t I Li Li 1 u t L_-I Li , U I U! Li I H U Li ■ i - vv Z w ':-. la - -. o x ^ Q H aAw�eE fl = Q ty ).._4k a I SPACE IS SEMI HEATED (MAX. 448) Q 1 •? COTE 5L PROVIDE VAB04 ' t " ''r+ 1 - WATER [ I I - j BARRIER IN Fl T 80' SLAB ONLY GRID A TO D) CD SERVICE 2x4 STUD ® lb" 0/C I PROVI 2' SAD O ^ D I OVER VAPOR BRIER D ' 1 - -- TO 10' LING - • - -- -- - - -- - - - - -- - - - - - - - -- - -'- -- -- s., 1 GYP BD ES. - - -- - - SPRINKLER D 1 ' G- 1 2 CEILING " JOISS3.. 1 • RISER ..._ _ I n GN TOP. GYP. $t9 n n n I n n I n n I n n n b' U CEILING I U H I I U U I U j U ! LJ H IJ U _1\-\ \ 2 R OOF HATCH W/STEEL , I I I H.B. MOST PR0¢7F H05E..BIB � y LADDER FROM FLOOR 1 — TO ROOF�CsYPBD. ,RECESSED IN PAT∎eL ABOVE FLOOF2 SLAB B r` ( I( • IIMATGH BUILDING 5 4 6) v '""" • 12 _3" SHAFT FROM CEILING TO ROOF,(LIG 1 6'x8' DOCK f - j 1 . a I .i•IT IN SOFFIT lJ/SWlTGH7 I 1 qy 1 LEVELER TYY'. _ i - j r E ��F Q - - -� - O - O _O _0_0_0 O_O O_O_ O_ E 2 3 4 4 ® 4 4 ® 4 4 4 0 ® 4 4 4 4 4 3 2 2 I " DS ° � _ I ( I I �S :I �S I 10 GA3 MANiFOL D'. � f • GAS 1 _ r 11 •• I i A -4 I -DS = 6" DIA. DOWN SPOUT ENERGs T CODE INFORMATION: I I I I j �+ 12 4 D ; '� - ALS ( RETAIN (� iir WAREHOUSE SPACE 15 SEMI- HEATED (SEC 13102) (OFFICES UNDER I WALL ( 1 SEPARATE PERMIT) WILL HAVE GAS HEAT CON5UMPTION OF BETWEEN 3 I 5TUH BUT NO GREATER THAN 5 BTUH, WITH A THERMOSTAT MOUNTED 3 4 __' I NO LOWER THAN UNIT AND CAPABLE OF PREVENTING HEATING ABOVE I I 2' -6" 44 DEG. F. VIA PRESCRIPTIVE APPROACH, THE ENVELOPE 12' -6" 2' -6" 2' -6" I 2' • =6" 2' -6" 2'_6" 2 b" 9' �2 ?�2' 6 ' " 3 4 hh1 III REQUIREMENTS ARE AS FOLLOWS: ) A X - r r r r 2' .9' -2 " 6' 12' b ' r r r 9 9' r r 9' r r ROOF: U -= 0.10 OR IN WOOD ROOF, MIN. R -1l (ITEM C) NO. I ( . P "B" REAR P"A REAR • TYP"A" REAR TY"A" REAR "A" A R . ' . ; P. R P. REAR OTHER REQUIREMENTS EXIST. i � T " REAR TYP"B" REAR TY 24'_6" 24'_6" X / 24'_6 " ".." .�_,:: 24 TYP. "A" REAR c4' -6" P - ROPOSED ROOF INSULATION IS R -I EsATTS WITHIN WOOD ROOF ! �. STRUCTURE. 318' -6" i i • • PERIMETER INSULATION IS BEING PROVIDED AT ALL OFFICE AREAS (GRIDS I FROM D TO At GRID A FROM I TO 14t GRID , ---. .. 14 FROM A TO D) AND VAPOR BARRIER WILL EXTEND UNDER 1 i i 3 THE SLAB FROM GRID I TO 14 TO GRID D. G 4 5 j 1 '' S = 9 ® I 1 12 i 13 14 pril LIGHTING: LIGHTING WILL BE SUBMITTED FOR UNDER A I EXTRUDED CURB ON HIGH SIDE- TENANT IMPROVEMENT. ALLOWABLE WATTAGE 15 SLOPED ASPHALT, POURED CONCRETE n r 11,/ LIMITED TO 050 WATTS/SF' FOR WA I- ICtiSE CURB 431,485 SF X 050 = 18,1425 WATTS1g TRANSITION. 2' -0" MAX. TYPICAL SLOPED TRANSITION. CITY OF TUKWILA APR 1 4 17. : EXTERIOR LIGHTING BUDGET 13 BASED ON APPROVED riot PLAN NORTH ( A i .. All I A : r EXTERIOR L FOOTAGE 4828 LRI? TIMES 15 F { 5 = WATTS PER LINEAL FOOT 4.6210 WATT5IE PLUS 020 _ JUN 3 0 1995 WATTS PER SF OF PARKING AND OUTDOOR ALAS � � r -�- SGALE:I/16" I'- 0" AS NOTED �' r ........... 0 I I 5 449,800 SF X 20 = 3350'WATTSB UL/ ` BUILDING DIVISION CITY OF APPROXIMATE AREA = 2592 SF. PPR 1 7 1995 - TOTAL WALL AREA = 23,106 S.F. (21' x 818' LF.) ,�• J. 'ERMIT CENTER 0 - - 0 4'04,'3 - 074 ; ,,,,.,. WAREHOUSE USE /`, '' - ,76-) i- SPACE IS SEMI HEATED (MAX. 44F.) CLASS 13' ROOFING MEMBRANE ° w I) r- ' , , r T 3) 4 ; (5 b ' { 8 9 it i3 k) RE ,• M "_ I I - ; CONCRETE SLAB - PROVIDE VAPOR OVER ROOF SHEATHING BARRIER IN FIRST 80' SLAB ONLY (GIRTD A TO D) ROOF STI�JJC ( w s (_ I I 318 6' X PROVIDE 2" SAND OVER V6+POR BARRIER- TUB SEE STRUGTl1R4LJ a * d o ' . > _ dos , , s SLOPE / //I SLOP K 2T 2T -0' . 26'-9' RD 26'-b ( i RD 26' f , - r. 26 -9 ' 21' 0 26 9° ar o' 26 -9' RD 26`{r �,•A• ! I� _ _ - - - _ — SECOND II' Ir sJ PER TENANT FLOOR IMPROV. j I 2T' -0" RD 26' -9 RD 26' , ->. I 1 i I T CONCRETE SLAB ON L\ \ j 3KYLK�FIT TrF. c � t FILL- (SEE EOIL5 REPO —� ° - � •�' 4 (c - 1 -- -- T "- - '. -- -- ------ U PROVID V OR BARWER 6 pD V �1 A fi ,- Q a ® 0 ■ N 80 FRON , , Imo■ q ' 1m - - 2W-0 . TOP , ' ; 2 91. 0' TOP - 1 ' \-___.-1 N F I 1, °w OF ALL R?DF FIATGH auSTE>ri C !� LzLrx. I * >, evaTlr>i+ 28• 6" y ' al 111411 fl S ECTION W i . f w ADDER - , _GVI T4 _. -- -- — - I r , SCALE: I/16 "' • P -0" o o. 1 c� C 1 1 0 '0 9 0 '0 -- !:I 9 '0 ,0 '0 0 '0 - __..., E ) ; 7: ) \i ' .--- ;_ , (,,,E3J C ) ' ' 1 1 1 .. i i , ai PAINTED TILT UP CONCRE PANELS 1 SIM ( I 26' -b I �, -6. - TE P 81M I I ' I 1 2 T -0" T -3 V2' 21' -0' i 2T'-0 :I7 -3 V2 2 -1 V2' _ REVEALS;— A -3 .4 ' . , I - C , :i_ ,_. 26-6 -) -\ ��� 2i- 0 •- 2T' 3Y1- 21-0 h - TT ' ' ` � �o X 24' -6' X 24' -6" y 24' -b" 4. 24' -b' y 24'-6' k 24' -b' 4. 24'-6' }. 24•-6" X 24'-6' Y 24-6• y 24'-6' 24'-6' ). 24' -6" X y i ! r ! . I II 12 ® ( I) 2) 3 s 4 , 5 f i � i � ` � l i , . ! .' 8 = 9 ; 10 , ; 5 ; 14 ', - I f ` DS • DGUNSPCUT �. _ - _�' - - . . �. ■ _ �- I I 1 SEE 5/A -4 , RD • ROOF DRAIN , I i° I- 'i w S a I I j WOOF PLAN SEE TA-4 g1 t. 1NFL. 2 j 1 SCALE: I °•30' .,.. u I 81G -AGE BAND (PAINTED) ANODIZED ALUMINUM WINDOW FRAME WI , I - SOUTH E'LEVATI ON I" INSULATED GLAZING (S GLASS) �/ SCALE: I/ib" • " LANDSCAPE BERM I SKYLENT 5 . �� � a S t g ; iP�� II �12) i 13) �; � ' it 2x�).L1F33 1 2 3 L / _ __— 4 / BUILT UP EDGES.* I i OVR GNT L1!<a8 ` ' ( `� r REVEALS PAIN D TILT -UP CNC. TE ALS n 4 ,!! . DS TYP. I CO CO 03 > 0 ili\_: STEEL RODS • OL. f _ - -- --- - - - -- ! - -- - - -- - - -- - - - N '. 4 VW x I D" x I I GFL358 .23; ELD) --- - - - -- - --- - -- - - -- -- --: r ® ... t r p .. tp r /2' STEEL ANGLE ..••••••••• I' `.. ,I -1 1 ` E. = ��_ ' ,, re — � FRAM FASTEN+ 4 PER SIDE .. �.� , . ■ ' 1•� swwjjf +tom 11 M! ; � � _ � �_' � = - -- w , DOCK SEALS PIGAL PAINTED OVERHEAD DOCK DOOR W/TYP. 1l S NW / / AND LEVELERS JAMB D R AND SILL ANGLES AND 2 DOCK BUMPERS A -4 TYPICAL HOLLOW METAL OO (PAINTED) ktr . D) !/1f8 ` SLOPE TRANSITION !ASPHALT) W/ (UIELD TOP, BOLT BOTTOiM). GALVANIZED, PAINT. 6" STEEL TUBE JAMES (PAINTED AND GALVANIZED) r b CURB 7 AT SK L IGPT /SMOKE VENT EXTRUDED CURB ON HIGH SIDE, RAISED �O MATCH EXISTING TO MATCH EXISTING SCALE: 11/2 "•I' CONCRETE CURS WALL ( +2' MAX) ON LOW SIDE!! BUILDING 5 4 6 VEST ELEVATION TYPICAL PAINTED OVERHEAD DRIVE -IN (GALVANIZED) BUILDING 54 6 - F" SCALE: I/T6" • P - @" DOOR W/ TYP. JAMB AND SILL ANGLE ,, - NOTE: ALL EXPOSED MISC. STEEL PIECES SHALL BE GALVANIZED AND PAINTED. r � SIM AM S IM. 7 7 ` REVEALS � Ur i PAINTED TILT -UP GCMG E PANELS - �m ® . FINFL i SG SIGNAGE BAND (PAINTED) ANODIZED ALUMINUM WINDOW FRAME W/ —TO MATC EXISTING . H NORTH ELEVATION I" INSULATED GLAZING (SG.•SAFETY GLASS) BUILDING 5 4 6 LANDSCAPE BERM SCALE: I /16" • I' -0" CITY OF TUKWIIA `II ;..! - z---. — - -- APPROVED 04 O 14 13 12 11 j 10) 9 S 5 �� 3 2 i � �) JUN 3 0 1995 ��� . , : 4 4 44 SI M . I 0 I 1 SIM.! AS NOTED ' I 1 w 4� ' 4 � PANNED TILT -UP CONCRETE PANELS BUILDING DIMS s ,, I L m xe ti ii 11 I1 € S 11 I - II II 1 - -.- �o l;�oww�e r ya • fie -.� :- -- 1 ` ., - m ' - - - _ _II._ , _ 111:17'""7"1"7- ' ( - mi 2 ago" eigooia' 1 � _ - IIi A PR 1 9 : � c affiS6a1 11 ;6A4➢y � � � _ ,,,,,L. f�uPla� cI1 y r f f a ±(). e REVE ' 0 I •'SG LS .. S BAND (PAINTED) ANODIZED ALUMINUM WINDOW FRAME W/ RECENED EAST ELEVATION 1' INSULATED GLAZING (SG.•SAFETY GLASS) CITY OF TUKWILA A-2' SCALE: I/1R • r - @ LANDSCAPE BERM APR 1 71995 ■■ PFRMR CENTER 1 ._. 04/04/95 07;P9 P.:', 87 .i_AI \'44-; > F ,� �'U Y I 411 I j II • ¢ 0j Qj 41 PANTED PANTED PANTED ED U ' al m SHEET METAL FLASHING SHEET METAL FLASHING SHEET METAL FLASHiNCs 'RUN ROOFING UP 4 RUN ROOFING UP t RUN ROOFING UP 4 j m s o I 1 OVER TOP PLATE OVER TOP PLATE OVER TOP PLATE 8 , 3 i , U ROOFING MEh18RANE ROOFING MEMB !ROOFING OOFING MEMBRANE S'. I a ? EXTEND GLASS A OR 56 / s '''-'•':\ \ '�` EXTEND CLASS A OR B EXTEND CLASS A OR B / ° ROOFING OVER TREA ' T ROOFING -OVER TREATS 1 ROOFING OVER TREATS I i 4X CANT STRIP 4 BACK I\ / 4X CANT STRIP 4 SACK '—' 4x CANT STRIP 4 BACK ' I SIDE PANEL ` nb, SIDE PANEL I SIDE PANEL ° . ROOF STRJCTURE ROOF STRUCTURE ROOF STRUCTURE i SEE STRUCTURAL SMOOTH CCNG- SEE STRUCTURAL I SEE STRUCTURAL { I TILT UP PANEL, _________.-- { • i { __ A iTifiN4N t +h ii fitd±O NE; . PANTE — ; _..� - 1P9+�3i� 1+fiAii' e� j. - i • are == k=„ s^tOi= �i 4 R -19 INSULATION le-IS INSULATION R -I9 INSULATION 1 I W/FS. 25 FACING f W. 25 FACING W/FS. 25 FACING o • a J • 1 / T � t '1 ' , 1 1 " l e - g j I i 1 �i 1 INSULATED WIND in g 1 o, I co ,� " 2 2, o IN ALUM. FRAME NOTE INTERIOR FINISH r%) co ¢ Z • UNDER Ti PERMIT 6q N < = co - 3 - ,f � mQ . / i D ° —'-- Cl \ / -4 ,,, C "- W Li SMOOTH TILT w 1-C° , .....__---- PANEL aoF- ^a O x cNW a .- IA o, j: - - DOCK SEAL AT ' ° i n • - 4 ■ ... . • .,, ,,,, . DOORS WIDOCIC _ 0 LEVELER 2 • � t1.�: - 4 6 " , 4/eft .:. 1 :.- r �T i / INSULATED STEEL OVERHEAD " CITY OF TUKWItA t: STUCCO. ffITMG, Cs - - DOOR W/ TRACK \. r G H RIP A SAL ON AP PR04E D { CC%% { j W/ DRrViT SC fIN19H o . TG \1> MSUL� (PRE -MIX 6°x4° STEEL ANGEL JUN 3 1 3/4° ; COLOR,; OVER STEE HEIGHT OF POOR AS NOTED ° ' 0 CS W/ ALUM FRAME { STUD FRAMING _ ' M OOTH GONG. -7.4'"/- ., ..OS. FACE ON TILT UP f ,. GONC. PANELS BUILDING D IVI ION PROTECTIVE 801-LARD , I PAINTED .°' EACH SIDE- 4" CONCRETE ® l/) i FILLED, 3' INTO GROUND, - I I _ PILASTER FtEYOND PAINT SAFETY YELLOW. PAINTED _ .° SM007 ED PACE f TI L WA T UO CONC. SILL R PROOF i CONCRETE TILT UP 3 ' ,}' W tia � � ! / 3 "x3 "x1/4" GAL V. ANGLE$ , SURFACE, DRAIN " I `aP' *4 ' tf / \ ( T M BOTH SIDES PAINTED � ' ROCK . TYPICAL CONC. SLAB I I TYPICAL PERIMETE- W/ 2" SAND, VAPOR 1 4° DIA. FOOTING - " ' . 4 BARRIER t GRAVEL ROCK, C C " I ✓ N f 1� � V TO sroRM j TYPICAL I - SIDEWALK SLAB DRAIN TUBES . 0 ANDSCAPE BE'� l , ! I M : ,xi. - ■. . . { • D OCK L EVELER ) i �lrl�t� R -i0 RIGI• I • % VERI DIMENSIONS •i � ' ` INSULATION , i ° e• • R %. S• / - O -I D AINONLY I -- L FOOTING .._ - - - -- PECE[VEC • WALL SECTION T'1'PICAL RAILING APR 1 9 19 • ;-• n om , AT EAST SIDE a SMALL D O CK � kOBERi 1U SAPiI ns ( . t� r-I-F ® L - _ __ _ FOOTING DRAM; TYP. O SCALE 1/2".I'-0" C SCALE I/2 ":1' -0" WALL ' ,k,e:f J:: . — -- - RECEIVED SCALE la 11., -(3. CRY OF.TUKWILA C) W S APR 1 7 1995 SCALE ti-2..1.-0- J :: PERMIT C ENTER _ vrwN sr�i r�>we"" # r4,. ,,.. r.,,, r±as lit tOPpig! 411l614ecrssaie B g . -- T-IlP \ \ .,. mw 4 -- 1 p� � o r ° F rte- =... W '0 Tar _ 1 5 I wN Lr Y T°f P W - select MEvr+. ScU �z , 1tPwa+- . p _ _ C 4 • • , --eximprrart 1■0 .. . , . N*.'.'. ... - ''''''. 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T et El,,..,4 irjTEa — , - T . = i, IsIJLocfev wI AZN-eI m Z i , ., ‘2E601,-.0 _ ® j, it.J ,.► C cafe - P ...1 u11.11�L-1 To fI l - - _- . le 1; 1 110116;14 i AL- l r l, a l T�i Gh L- I nV\L - �acnoJ • f rAP or l-ilUG 91-1 e f1,a9g 6 1 = W - T © ® JAM6 hIMILA•g. 141"*A VEAI- . : I N N f Cn V _- - -I -7-( L F�inrr�,N , [ : I I - { . --. I ` lbiT . l I UI'IGra2 A r444 -4 1 e2 L. ) _ I I cwml "h'I• �i!I �+Yrp� p 01/ER r : ,JI1IM AND GA 1U <Ir.�G ' � AIR/Vat EI I :: � i w I 5dI AFI° ��- ' rain y , . I I "' tt o ee re d 1 1 I.I r 4' tEIJI — — ; , -- 3 q.4 ; I f rt /IkrT ' -- °I To l' 6, - fP 60, oven I�'^rl • / �I �I� y2wG�o�PSrI���IIr�J+rG�' F I / T� f >w 11111111 �— II�hf1UC-(� / h1�cMriPIP VLI- �,JrGFS / S ecLrr�o�E ss Rs� ' ary I I F04614 1'''_'' /h pIoGD GpUN4 1 3 , 0 0„), - faNT� -D G.2rJC{ ?i�T-!JP 1 ti W�iIAATEAel t,t Sd'3 likk77 , W1142, hI Pg,..r. 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Z r ` _--4--- I 11.61.1L-A Gt.Azl L6 ZE = ' r-ur MiTr Tuna r GONG ! r -- AUJMIFFl1M WNr44 FEE — APPROVED > p / f?NHAL PJ B bl,: CA • • JUN 3 0 1995 ' i£7 6+11M At-U G01 - 1UCIL6 AS NOTED / e / 1 i Z lb 121 Illa ----- iummir ,,,,,,A.„ _ - (e JL UILDING DIVISION 4 ��� � G r � -- I A �p1�1p�Nrg�G� I R E C E F, V E~: > w,I� 1oi' - W I FAI �CTro TE �1Niva >� /riE'*i APR 1 9 1995 U I i dLA' �TLOZIt4 ce wo.45W i I "(r t.'FL rw h " 0 �1N10 (11 t' Irc4 F:515 AI.�miki lM I.LuRTr FRAME Uuor�'r'S*4T I [VIII 4 fit 134II [am �tHU h�D'11`,lr� bN ING r L+N3E ETA �oe�ar Fossrrn - A T GAL X4 -1 u ., Ix i tEr- II�A � IO �° ALM C7 PR•aME l^I)/ I I = ha.c I L: Ti 1222?-- 1 ��2 gMEN'�IDI� PERMIT CEPfTER �f A1• V. d ® krn' 2-7%r } 101 -1 - &U. o i -tii -m nJu� ° - - I4 , A ',r2 IT HA T® co1.iGtrE- rl - �F(f21yVJ( f U - - fPICAL'V'ALE 3j Liwte Ncrwp - llse HINGE EMBED_ HINGE EMBED .I=_ •-T1 G 1'4,i31'ixo1_ Y4... 3Y2. a< O'-6" 13i-0 _ -Q . ' .W /2- "� x4 "Was. W /2-iz " x 4'14;45. / / IS''!c' -^ '�` RE' :ARCH. FOR LOG � 3i -od lo' -o �= REsARCH. FOR LOG. 2EV�L 'I. —r I � p h 4/� 4 CANN. TYPE C CONN c a _ _I ' e 14 "% [ 1 *4 a 14 "4'e EA. a. L a 4 SLAB � .4 e 24 r . °% 4 F 1111111101117111 f ' .. !1■1 ' FTC, @ PA . LEVgT ® gv. 1 — -Z'/9 m 1 0 II 54:6 i O 2 O ' -O a 1 Q d 8 IZ 8 1_ III I II ' lol o il 21.611 ff o �, o "7 P ANEL �-'r I PANEL O _ _ f� I I HINGE EMBED 2' r'L6 l ife livi T A ' j I i ,'� i 1 1 Y4 x 3Y2. a O'- 6 ( � ) r CONN. TYPE c W - % : "� x 4" WNs TL ` % Pg RE: ARCH. FOR LOC. I ii !, ' ' I ,;j, �, ;� 4 ca 14 "q� I_ I 1 j" ' EA WAY - 44 e14"e� - VI ' 4"51-7.8 I - EA WAY m ® pi_ V- VA I ® OVATION ® _ ,. " ` , a r L y ��� N �r��i uE Pasl'n �L� % 14A-.1' -- - I - �} X3 4 f 4 SLA i ��: A 0 c o_ 0., .a �4 X24 " "�L �.�r - III - - LT-UP con)G._.NEL - �I FTG — ® FTC' II n I P 0 `3T1cEL M JGLF =. ��" e TI LT -UP COA STEEL ANGLE 3�a x3�e.x 1 3" x3 zP <'�+g'I 8 2'-O 2 '- O . a 1' -Oe LGIZRUGATED STEEL _ .0 I r ZL pil BRACING ?IL? -u P COAIG. 1 GROSS 5r_AcE ats' 3g' PANEL ?� PANEL O —\ corzQU�rcrry sr>xL w 'l ,_- M Z CO b R C. PANEL ` ki., Cr) Q 2 a STCEL l F1 -ATE 1 1 ° #4 x t i , _ _, ¢ 24' �, W/2 - x 2. s1 3 SLAB DOWEL v w N" GROUT I, Y4 � 2 x2 ; x Y¢,.O' -4" ® JAMB 2G 5 ILL NERD (StM� DE' L- s' O o "o _/ y J EL -E: L 1 _ i l_�V SG°.L� : IS£i' = 1� -D� N - 1 (,.., 1 /a'X 4xo' -6 W 2°cLR tL la/ 2 - Yi "Cp x 4" W.H.S.. L " I ®_.., I �l l I I p fa `fib �I}}E �fbLL IYaN bN0 bbl l� ®, > 1C --2 114 u 3.c.,. _A i cc w o jr IL 4 1. o vi de C?) c SECTION ® c gdALE; W4 "- IL=O" > d c J = 2 Cy0' g 18'-6" , w W of tier -ur Wnus ° NwH 4 < X R c,: � Ls ILI Ir X Y IS' Co Z I— X H 1 CITY OF TUKWIU APPROVED t JUN 3 0 1995 U pt)rtfwtE� AS NOTED G= 8 %Id C W l'-4' FTC, q --PH � 2lo ' -3r H � SUiLDING DIVIAION U o i@ O GS AD A6 I Cr,' P.) O e /z� 5 5 CRY OFETUKWI6A W U) APR 17h, Z 6" P,C. PAN PERMIT CENTER A O 1 1 r - C �TYP.) RE'CEI ✓E07� Z I I , ' I 11 I A PR I J199 �/ — , I '- 4" FTG 4 W x 7 •CALL. / 1 / I 3 -II LJ x 7 • 4S LL STE ^ o r. Q Gikkt'� l#AF IVPI LJ H i 1 / \ i G'-� L EAF W 6q5,0115 1611 �1� ROBERT FOSSA T ASSO I i I c ;: ' D U M PST ER PL �`,N duMl lzrxN. Pi,A0 °°° " •.. 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I 2 3 ® S cp U Q' 8 I0 I( I2 ! 14 = ' I 1 I 1 ° -i 18-� THESE DOCUMENTS REVIEWED FOR CONFORMANCE WM4 THE y, I 1 i II I I d I II i I 11 i I I I I 11 II I I I I I I I FOLLOWING ORDINANCES 1 r ', + 14- 24J -t0 24 -[n 2$ -f ?� -!a 24 -� N -6 2q -!o Z4 -Co 24 - c. 1 24- 1 24- 24-l� . s , ,{• ,I' ,( 4' / f '� E. = ��'UCTU AL PER UNIFORM WILDING CC• ^'' I - ®� I' A C! NOV STRUCTURAL PER UNIFORM R �tosNGGOCE +-" �' 3 ❑ WAG 57.20 PARP;ER -FREL REGULATONS i > -� I y , _- `7, X X � I.. ® 'N 2 -I D" X ' I 40' ' ` ❑ I THE AaPUCU+T Is FIEa'aoN91eI.F FAR cor.'roRMANCE WITH ALL v . ti K �` - 20'0 A PPLICABLE ORDINANCES SUBJECT TO REQUIREMENTS AND "'..4°V. IMERPRETATTONS OF THE OOVERN iNGAuTHOROY• , 0— .... 15 D.room s-s 9� I I I I 1 I I I By. h13.5. � - . ROBERT 1000 O BLDG NC. P.3. I I I I I p I SEATTLE, WA 8104s („;k__, 41111111i 3x6 @48 "y I I I I D-4A Ie LTT205 STRAP . I I I •'l F_7 LOGATI N E "� 7� t7 -4 G - RE: SEC D-4A �- 1 3: - n7 <29 O N C C- 4. D-40. 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' I , - 2'1: d' 44 L' � `� STAGGER PANEL SOINTS " G�I� © .- STAGGER �, `' S AS INDICATED BELOW }„ a ,� - _ — ED GES AS u - - -- - - - - - - A v —H SHO htni F > HDBA TIE 3 r; PLYWOOD SHE -AD-I NG F� r _ - - - _— - - - _ J 16' 0 7 r. z V I = 19/32" e GRID X-- ill—,, I I�I X1 ---- 1 I I I I I I I I I GRID ro C,RID Q2 srAGGER u I.I 1 I M-d I I I 1 I 1 W- U(. - =Q _ { • 1 ,{ INDICATED BELOW. % 8 _ ' N = avi dl `� J 0 N ' `, �\ �. .� N . 2 /2x 110/2 Ci.I -- c d w p v �' � � G -'t ' \ Lam` -6�� N F t�' 28 - .1 S HDBA s T S 2 8' olg' e s r s s 28' - 2 %a ] d - I `T' @ 16'-0 O. 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APPROVED OF TUKWILA 15(1 I I 5 PAi -IEU El,- APPROVED P od 14 co PLYWOOD SHEATHING = 11 /3i' I JUN 3 0 199 RECEIVED �A I - < G G PANE EDGES , � ti E ELS U N �� 7 AS NO MAY 5 19 95 �T�} z INrF�M�OIAT>= � I I p EO4 M 2OO{' � IZ,AMI .NG I` LAIV FSSAAC. .� --) BUILDING DIVISION -: - a il /G G� ✓Z 2 INTFR(�I F`�JI" ATE. 'I - , y?�I " = • )4,..." I ' _� 1 qr 7 k CZ Z4 °%, �1 L. o - 4 ,-,,-,-r 3x6 e. PANEL EDGES 1 NoTe.S: I ) }gvAT IoJ --L-k,,, N. - fHUS: L AZEToToP �z✓sH! - J © I , IGT BAY FROM NA ( -1 PLY J ). Ar 'vE- tz.��iz •1-oE. t7A (•Uwl. Lo % O I E iz j - ' 2_ x6 C 24 "/. 2) �L � VATIOJ sHoWN - n-10.5 > 4...g. To Tor of PAeAr>E( ' !*AX (b6 g t s . II 3x6 PANEL EDGES I I -. Walt._ R r SH.-ATrt AS . ..., -t,IP -CHI Gml IJ �.1L..4S V-171JL , 01 Co %ALL �i�ES r _ Isr BAY FROM NALL \ } RICHARD HUDSON ® 10,1 e 4' / 3xb 2.x6 s 24 "/ I\ JTE lecr usg. 2 / y x 1(o I/2 24FV4 W2uNS sS � A�I I � & ASSOCIATES INC — 2 [ AT z ivU 1 , 6) Fn..", pE MINIMJM Igo �c`PoR F= MA kJ urA.c- 1.e... la ECO311A I- IDA 2 1Za1 .44 I. 0 q (3F_ -TWCEN PooF SHEATHING. CONSULTJNG,ENGINEERS NAILS . 148 "4 x 2 ! Gol.1T' I�LaL.. QA�JE - GT,GE S 6) M JAI. SHGRTFt1Jb DIAn6NS+OJ 2 -G "- 806 12TH AVENUE, SUFI`@ 18 AI _ ALa N. 4x 1 L! i -ice- SEATTLE, WAB}II1QGT0N 9$t22 I (1--Yr.,,...,--1 7) STAGGER PLYWW E. lJ DL- N ES AS SHOW 8) NOTE 19 /32' PLYWOOD SHEATHING BETWEEN GRIDS 0 TO 0 ,, GRIDS 13 TO 14 , # BAR ■ F` GENERAL NOTE ' I ® - ' - ;i I I • Y4 r I 1 TYP (...;,:i Y _ . , . R 446x244 x 0 ' -3 : I� 1 " UNIFORM BUILDING CODE, 1991 * AP (0 EA. BAR) `! 6 TYP �' >1 ' LIVE LOADS .. . • .C.PANEL #4 CONT. f P SF WI ROOF....25 PND...80 MPH, EXPOSURE B RINFORCE PER RE: ARONT SEISMIC ZONE 3 PANEL ELEVATION 5" CONC. SLAB / FATIDNS {�( Ir FOUNDATION DESIGN PER REPORT / O2 -f BY GEOENGINEERS _ INCORPORATED. ALLOWABLE SOIL BEARING RING 2500 PSF PER REPORT. ALL 0• -0 —PANEL JOINT ® ISOLATION SITE PREPARATION AND FOUNDATION CONSTRUCTION PER THIS REPORT. ALL >- JOINT FOOTINGS AND SLABS SHALL BEAR ON COMPACTED STRUCTURAL FILL IN N L' ' VARIES I P.C.PANEL ACCORDANCE WITH THE SOILS REPORT. REPRESENTATIVE FROM GEOENGINEERS Z o I]Y., rn (EMBED 5" MIN} psi F OR FOOTINGS /, / / , REINF PER T COL RE PLAN INCORPORATED TO INSPECT ALL FOOTING EXCAVATIONS PRIOR TO POURING CONCRETE. J I = I ��w� �. ` FILLS TO BE COMPACTED TO 955 MODIFIED PROCTOR PER ASTM D -1557. ALL - B N PANEL ELEVATION 44" BRG A EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CI < N • II ' ( 2' -0" ®24 "OC 0 EXP BOLTS t' -6" DIAMOND CONCRETE: � m `� (MIN• 3 F a4. LEG) I ASPHALT I - 1.11 - ISOLATION JT fc = 2500 1 11 0 EA COL. fc = 3000 psi FOR SLABS ON GRADE - RE ARCH. I L 4x3x35s x 1' -2" I II RE DOWEL 6 -3 fc = 4000 psi FOR WALLS NUMBERED 12, 1 & 14. c is o I W /3- #6x3' -0" 1 N �� v GROUT ¢ i psi fc = 3000 FOR ALL OTHER WALLS LEVELING CONC SLAB p 3 w F MAX. SLUMP = 3" PLUS OR MINUS 1" o w o @ 4 "GA. a x 1 i II 6 -- MINIMUM 5 SACKS CEMENT PER CU. YARD a 3" GROUT I COVER (MIN.) I If 4'1.3 x 0' -11" A4 I II l's 12 . VI / / /�� %v k 5' 5' . —� MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE , 11 ° "=I 11==" UBC AND ACI CODE 318: LATEST EDITION. PROPORTIONS OF AGGREGATE TO "' — 1 I II 8" CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN 1 34" GROUT (TYP } III / - - NSULATION N-- BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" �_. 1 i ll RE: ARCH DEPTH u U CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON 'D5 /'t 10" RE FTG - )l A. ARCHITECTURAL DRAWINGS. DETAIL PL 3 "CLR 1 Y i" z 754 "KEY ScHEO 3" CLR REINFORCING (RE STEEL PLAN) 09 . Q r� �FFi��� T RE: AN a -a -- I WAY SET P -� .L.. I ALL REINFORCEMENT CEMENT SHALL CONFORM TO ASTM /615 EXCEPT AS NOTED FOR Q. d'a "x6 x 2' -4" IN GROUT WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 psi). A SEE FTG SCHEDULE OTHER REINFORCING SHALL BE GRADE 60 (fy= 60,000 psi). LAP CONTINUOUS MIN. W /5 -�i� "0x8 "W_H.S. 1� -4 FOR SIZE & REINF REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 48 BAR DIAMETERS IN 0. 3'CLR P Cr ®6 "GA. j' 2 -#4: CONT. MASONRY, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS WILL V N. > '�T11 :r • USE 2 -IQ 3'4x6 x 1 -2" `�� W ' SECTION I ON: B- -3 SECTION C-3 BE PROVIDED. FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN •' ∎• e / �J W,/3- WOKS W KS. / ACCORDANCE WITH. THE ACI DETAILING MANUAL. WARE MESH SHALL CONFORM FTG SIZE & REINF. X 0 6 "GA. 0 CORNERS LOCATE CONNECTION SCALE: 3 /4" = 1' - 0" SCALE 3 /4" = 1' - TO ASTM A -82 OR A -185. z CONT. FTG RE SCHEDULE 0 EA, PANEL JOINT COVER TO REINFORCEMENT TO BE: W /4 - #5 N /� r p FOOTINGS 3 I NCHES (21-.&2B.) SECTION A -3 DE TA IL Q FORMED SURFAC -- WEATHER FACE 1 1/2 INCHES o . A -3 SIM. - INTERIOR FACE 3/4 INCHES ta SCALE: -14 = 1' - EARTH FACE 2 INCHES o _ DETAIL ff #3 ❑ STIRRUPS WELDED REBAR: WELDED REBAR TO BE ASTM A706, f y = 60,0OD PSI: USE FRESH E90 LOW • • 0 HYDROGEN ELECTRODES TO WELD REINFORCING;: CONFORM TO PROCEDURES OF 11Y4" ® AWS D7 -4, CURRENT EDITION; STRUCTURAL WELDING CODE- REINFORCING STEEL ALL WELDS TO BE BY W • • A B.O. CERTIFIED WELDERS. 12" I PILASTER M 4 -//7 VERT. BARS 3 "C ' ;� RE: ARCH. L 3x3zY4 CONT 0 EA. PILASTER a c 614" P.C. PANEL WJ/ #4x1' -6 " .s IMO TUBE 5TEEl 1 •_ 6 ° BEYOND 72" GA (TyP} ,f TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (fy = 46,000 psi). R s OLLED STEEL SHAPES SHALL CONFORM TO ASTM A 36 (fy = 36, 000 psi). `-s � 6 - #3 ®6 "OC B WELDS NOT SPECIFIED SHALL BE 3/16' CONTINUOUS FILLET MINIMUM. ALL F /� LJ A—�, SIM. .: �O•_O "' CONC SLAB II N WELDS TO BY W:A.B.O. CERTIFIED WELDERS. USE FRESH E70 � - - ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECTS. AND STRUCTURAL n. 01 V) Z 3 • I - _ II II ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. rn CO • O III I L 4x3x355 x 0' -8" MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN 07 W1 .P=411-=I I II W /2- //6x3' -0" BARS. 0 6 "GA. ACCORDANCE WTH AISC FABRICATION AND ERECTI SPECIFICATION AND �- Q O a SL a V V i (WELD REBAR TO 12 RE A -3) CODE OF STANDARD, CURRENT EDITION. WELDED HEADED STUD SHALL r7 co Z 3`_0^ .. \ CONFORM TO AWS D1.1. M c Z = • ¢ RE ARCH: Ii at CV Q u) ' \\ FRAMING LUMfER: CO - RE: ARCH. \ I( II ft 456x3x8 ALL GRADES SHALL CONFORM TO WWPA GRADE RULES FOR WESTERN LUMBER - -- (.0 1p ly Q a 2 X 6 JOISTS D.F. # fb = 1250 psi s S� xa . SIDEWALK 5" CONC. SLAB 'a 6,1 lam WI a g II 11 g 3 X 6 JOISTS D.F. # tb = 1250 psi O O W W RE ARCH. `` _ 7 (1?.1211, LUMBER NOT NOTED TO BE D.F. #2 OR BETTER. Z _l (. _ - #4 HORIZ ®16" OC - MOST RECENT EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD W - I- it _ c0 1' -6" 11 * SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT Z n , # f 0 24 "OC 1 -6" DEPTH ii i I2 44.4 x 0'-8" WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM 0 X W G% '.W4 MIN. RE: FIG �S �5 W /2 -Ti$ "0x8 "W S. T2" MOISTURE CONTENT 19% AT INSTALLATION FOR. ALL LUMBER. STEEL HANGERS d N ln� 4 # 0 12 12" \tt' OC E.W. SC • • • TO BE MANUFACTURER OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED /�" HED. 3 "CLR �1 BY MANUFACTURER UNLESS SHOWN. • 11 o• ' ° � I , 1•_6" • / // /,. ,�.. GAP ®• # f 0 24 "OC ! �� GU) LAMINATED WOOD MEMBERS 10" RE- PLAN 1 GLU-LAMINATED WOOD BEAMS. KILN DRIED, INDUSTRIAL APPEARANCE. C • y a - . - 2 - CU NT. • . 6" STRESS GRADE COMBINATION 24 -F -V4 (fb =2400 psi, fv- -165 psi) AT 11 1 0 �• # SEE FTG SCHEDULE FOR SIZE REINF. Q. a1 " SIMPLE SPAN BEAMS. STRESS GRADE COMBINATION 24F -V8 AT CANTILEVERED •� BEAMS (fb -2400 psi, fv = 165 psi). GLU -LAMS MUST BE OBTAINED FROM • • • c C T a j` AN AITC OR APA -EWS APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO _ =II ., I, SECTION F 3 ®1�'i A�L 1 i ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. 1' - j PLYWOOD AND OM SCALE: 3 ✓a" = 1 ' -0 " ROOF SHEATHING.........' /2" (FULL 1/2" THICKNESS) PELICAN MILLS ORIENTED STRAND BOARD CONFORMING TO ICBO REPORT #4255. - SECTION D -3 SECTION E -3 / G E N E A L N 0 T £ GAP EDGES 1/8 INCH MINIMUM OR AS RECOMMENDED BY APA. I( �� ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1, CURRENT SCALE: 3 /4 = 1 - 0 " SCALE: 3'4" = 1' - 0" -1� // EDITION. SHALL BE INDICATED ON PLAN. CONTRACTOR 15 ► I ", CALL TH E NAILING ENGINEER FOR OBSER VATION OF ROOF AND FLOOR DIAPHRAGMS TO -.. 1.ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM PRIOR TO COVERING. T.S. COL. TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM fy� RE: PLAN - BUILDING CODE (1991 EDITION). SI1E PRECAST PANELS = 1 "0x 3' 0" PLAIN BAR PANEL LIFTING STRESSES ARE TO BE CHECKED. BY THE CONTRACTOR AND HE __ i JOINT LOCATION V 6` -O" P.C. PANEL 1111 P 1 /ax3 x 0' -6" RE: FOUNDATION PLAN ®24 "OC- GREASE ONE END 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HIS METHOD OF BEYOND W/2-1/2"0x4" W.H.S. ARCHITECTURAL DRAWINGS FOR THE BIDDING AND CONSTRUCTION. HANDLING AND ERECTION. USE STRONGBACKS AS REQUIRED AT EXCESSIVE L 3x3x 4- (2O' -0 "OC MAX.) 41s 1 CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY PANEL OPENINGS. CONTINUOUS GROUT BETWEEN PANELS AND FOOTINGS TO BE I V 0 AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO A NON- SHRINKING TYPE. SEE DRAWINGS FOR ADDITIONAL NOTES REGARDING W /V§ "0X4 "W.H.S. 1' 2' -O" 2.-0" CONSTRUCTION. PRECAST PANELS. • 0 24 "OC #5x 24"0C #5x 24"0C ��r�r�r��Ll Q X �. [— I 3. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR THE Ul X 'sa L 3x3xTSs i v .� i IN yc W /mss "0x4" W.H.S. A) f STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS A N I TESTING LAB APPROVED 8Y THE ARCHITECT SHALL INSPECT Z ) X i. 5" CONCRETE 5" CONCRETE SLAB ON GRADE HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLRNS. ® 24 "QC W /6x6- W1.4/W1.4W. W.M. CONCRETE, REBAR, AND WELDING PER SECTION 306 OF N.B.C., AS FOLLOWS SLAB ED OVERHEAD DOOR SLAB CENTER IN SLAB;STOP ®C.J. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY (UNLESS MORE STRINGENT REQUIREMENTS APPEAR IN THE ARCHITECTURAL PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES SPECIFICATIONS): _ 0'-0"i ® 0 0 0 CONSTRUCTION JOINT C• t/4 REQUIRED TO PERFORM HIS WORK. CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. SAMPLES FOR Eli 1. ( 5. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE 8., • - 8 „ 1 1 THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 750 FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY CUBIC YARDS OF CONCRETE NOR LESS THAN ONCE FOR EACH 5000 SQUARE g " 6" WILL NOT SATISFY THIS REQUIREMENT. FEET OF SURFACE AREA FOR SLABS OR WALLS. TAKE 3 CYLINDERS FOR EACH TEST JOINT LOCATION — SAWN JOINT,OR FORMED TEST CYLINDERS AT 7 AND 28 DAYS. HOLD 3RD CYLINDER FOR yw/ I I I 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. FURTHER TESTING, IF REQUIRED. JOINT ZIP STRIP PLASTIC WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR 4 - #5 CONT. �.' -D" 4 - #5 CONT. JOINT OR EQUAL CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL ANCHOR BOLTS - INSPECT PLACEMENT PRIOR TO POURING CONCRETE. [� ii 1 BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE EXPANSION BOLTS - PROVIDE TORQUE TESTING PER MANUFACTURER "'• ■ 11 i _ STRUCTURAL ENGINEER. SPECIFICATIONS FOR ALL EXPANSION BOLTS. VERIFY SPECIFIED LENGTH PrOl P.C. PANEL 'i P.C. PANEL -! - 7. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO AND DIAMETER OF BOLTS.. ‘rTP- 3/s" ♦ GROUT ' RE: ELEVATION % RE. ELEVATION BE FIELD ERECTED SHALL. BE SUPERVISED BY THE SUPPLIER DURING WELDING -CHECK QUALIFICATIONS OF WELDERS AT THE START OF WORK AND D FOR REINF. FOR REINF. { A r MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN MAKE VISUAL INSPECTION OF ALL FIELD WELDING. ASPHALT ASPHALT R E O E IV SHRINKAGE \ I N Pl V E JOIN T S > 4 J A C SHOP INSTRUCTIONS PREPARED D RE NFORCING STEEL, STRUCTURAL STEEL, AND GLUED RE: ARCH: : ARCH. SOILS ENGINEER TO LAKE COMPACTION TEST WITHIN BUILDING AREA IN ALL LAMINATED MEMBERS • 4 - # CONT. RER FILL AREAS. COMPACTION TO BE AS REQUIRED BY SOILS REPORT. SOILS APR 9 i : 9" 9" STRUCTURAL ENGINEER SHALL FO REVIEW TO FABRICATION RCHITE THESE ITEMS. ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING FOOTINGS. "ROBERT (I) -4T11 ASS F - s - - JOI LOCATION #4x3' -0" .DOWEL ®.24 "00 9.ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT SPECIAL �DIn4N& ^ �* . x •ice y 4 - # CONT. �' C ONTRACTOR TO COORDINATE ALL TRADES AND , 5 ( 4 ? 6" �' ?����. 6" RE: FOUNDATION PLAN OF RECORD, THEREFORE, MUST E VERIIFIED GE E CONTRACTO,R.ER VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S TEL (208) 824 -8180 1 a 1' -6' DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVAL PRIOR TO ALL FIELD CHANGES. SEE FAX (206) 824 -8248 ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND MIN. • • MIN. • • E APPROVED BY ?TIE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE WALL OPENING DIMENSIONS AND- LOCATIONS, — FOOTING -FOOTING ENGINEER OF RECORD FOR .LOADS IMPOSED ON THE BASIC STRUCTURE. THE FLOOR_ �� 'LL FINISHES, HAND RAILING, ETC. RICHARD HUDSON • • . -- RE A -3 SIM. + ° RE: A -3 SIM. `'N V ,'' ry COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE. SHO AN( BNP NGLES, PLATES, EMBEDS, ETC. & ASSOCIATES, INC- S + '� "— 3 DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW EXP : s I 'D• OUTSIDE SHALL BE GALVANIZED +1 "1IM11- 1 BY EN GI NEER. CONSULTING ENGINEERS SECTION G -3 SECTION H -3 CLOSURE STRIP (C.S.) JUN 3° 1995 9ECEIVED ILA 180812TH AVENUE, SUITE 1$ OF 7 A S N OTED CI Y OF TUKW SEATTLE, 'WASHINGTON 98122 SCALE: Y4•= 1' -0 SCALE: 4'4" = 1' -0,; i 1 7 1 5 5 1 APR .•__ . , BUILDING DIVISION PERMIT CENTER [RE: PLAN] . 9 , 11- 9 3x8 TOP t (RIPPED FOR WIDTH) 2 ROWS tOd 4 "OC 3x8 TOP PL Yr" MAX. fit. 4 E PLAN> I W/ Y2"0 A.S. 0 48 "OC ®® <RE: PLAN> ARE PLAN> I W /'/z "0 A.B. 0 48 "OC '; ' ~ ® ►' (EMBED 4" MIN.) TYP. ' W � LTT2OB STRAP 0 48 "OC ► al (EMBED 4" MIN.) TYP. Ya / i p, W /1 0 -16d COMMON [RE: PLAN] P.C.PANEL P.0 -PANEL RE:PLAN 34"0 EXP. BOLT RE: PLAN �7 + • (EMBED 4" MIN.) _— _ - °___ =1 ® [RE: S -2] 1`'t __ CHORD TIE NM, .' In 1 j ' RTU VI RE: PLAN ELEV. II i - -- "I � GLB Z = rn (WT = 750 #) #6x2' -9" ' 2x6 0 48 "OC ALTERNATE W/ 2x4 CURB HOW. BARS 3x6 0 413 EXTEND II 1/2'1"X' GLB * Q cV cN (RE: PLAN KEY GLB W /F36 HNGRS 2 -#7 BARS 5'h GLB 65 g r.') 03 ,.y TO LEVEL UNIT PLAN FOR ,. r 11 RE: PLAN ,1Yz^ .-- RE: PLAN REQUIRED 1" INSTALL LTT2OB STRAP 0 3x6 TO PARAPET — ; RE:PLAN m NUMBER.) 4" _ P.C.PANEL 4x6 LEDGER -- 3' DETAIL D r m :a - INSTALL OF W 3a 0 A.B. 0 48 "OC y �� 2 ., w z t '_• "_` CHORD STEEL 4" 12" RE:PLAN { EMBED 5" MW.) DET. D 6 , 1i _ ,Ii 41i D -3A) ,•.1 4„ NOTE: USE 23 - #3 TIES 0 3 "OC a g: 4 " SDE �� DE N HANGERS - # BARS W/34 "0 M.B. 0 OTHERS. 440 M.B. / M EA: PILASTER 0 MINN PURLIN t hx8 x t -2" f 4 - #7 VERT. BARS -1 3/4"X6 x 0' -8" 12 1Y4 mow + 7,13-BRG t i i' ) 12" TYP. nom ■? ; 6 - #3 ®6 "OC 2 -34 "BRG t mow = W/HU46 HNGR c1," .. L 6x4x1/2 x 1' -6" THEN #3 TIES (ONE 0 EA. PILASTER) wool / 5` W /a -Yz "0x4 "W.H.S. W /3- #6x2' -6 "VERY mom EA. END 0 12 "OC OTHER GLB .....1 & 4- #6x2' -6" BARS # 0 TIES Nom 5" _ Y , 2x6 STIFFENERS ' OLD DET. DD EVE 12 ° © D— 4A — SINGLE PILASTER ' DETAIL DD Y. SECTION A -4 SECTION B -4 SECTION C -4 SECTION D -4 & D— 1,, a 0 SCALE: 4'4" = 1' -O" SCALE: 4 = 1' -O" SCALE: 3/4" = 1' -0 SCALE: /4" = 1' -0" u T.S. TO R) I/a V !SID t 'a P.C.PANEL Ys 6 \T O SACK 3 t RE: PLAN V O / FUTURE o �+ i� ►e N - 4 t E- � __ T.S. 4x4xVa E 14x11 x 1` -3" - _ FLOOR EA SIDE RE: PLAN W /4 -t`0 BOLTS RE: Yzx6 x V -0" [RE: PLAN] [REPLAN) ®12' - EMBEDED A 8" 6" 8" 5" " IN VERT. SHORT HDBA 0 16' -0 "OC . ii 3" ONE SIDE * ' ,Ii Ya" 0 / n IS co co SLOTTED HOLES O k , p 3 #6 SCREWS a> 2 0 W /2 -3i "0x4 "W. H.S. � 2 -i0d 0 4 "OC ® GRIDS Q2 & 13 rn M ? w - RAWL ANCHOR c0 0 0 C. /z " x1 /z x20 GA p � r 3i [ -- 'i' gr R 14x6 x 0' -6 _ l., ril ■�■ �1( 1 ° x4 3- SCREWS -4,4 Z plilltIlleilmi 7 —' � 1 1 1 W /2 -h'0 x 4 "W.H.S. .. #6 N A � _ L CLIP ®24 ° OC K r rte` In JOIST -- a ��:. O s TYP. 0 =L____ " 10 -0 [ RE : PLAN / - t� 1 =� AMT., � �� ® Q o o 3 s Ys I r - 3'h "x20 GA Z J 1 / 2 12" - ,� I °— PURUN IMO �' STUDS 0 24 "OC NOTCH GLB 14 RE: PLAN m 2x6 0 24 "OC 2x6 0 24 "OC i i 0 w I- co FOR T.S. 4x4 �°- malt ® W F26N HNGR 1 GALV. & PAINT 1 •� 03I- i - ® 1 1 RE: ARCH. •,•, i • 0 x co PURUN W /F26N HNGR PURLIN / 1 1 z �' Q TO PASS THROUGH n u n - - BACK t 45x6 x 0' -6" RE: PLAN m (Y) RE: PLAN (TS -) TYP. 0 Q N W II II It'S RE: D -4 n , BRG t 3x314 x 0 -6" W /HB HNGR (TYP.) W /HB HNGR (TYP.) , 1 O ' L ` �� n :: W/1-1/2"0x4" LAG M L'S 3x3x20GA. A. A 4 _ v /SKEWED PURLIN P.C. PANEL ii is ,- 1 :: 0 SIM. SEC. GLB RE: PLAN ( ° 1 CONY. ... n RE: PLAN � �', � USE HWU SKEWED - :, is i n t 35x5 x 0' -5" HNGR 1' -10" , 1' -2" - `b R i S TIFFENER GLB GLB / 161 likk S' ■ , ■ 14 ' RE:PLAN RE: PLAN ` 4 BALANCE R 44x6 x 1' -2" RE: 0-4 & N -4 SECTION F -4 • SECTION G -4 SECTION H -4 SECTION J -4 a., SECTION E-4 PILASTER RE: D -6 SCALE: 4'4" 1' -0" SCALE: 3'4" = 1' -0" SCALE: 44" = 1' -O" SCALE: 3 /a" = 1' -0" SCALE: 3'4" = 1' -0" • P RE: B-4 i [RE: PLAN] 1Y4" 8 +� 3 "x35s" x 2' 1" PLAN `` [ RE: PLAN] � � . DAP TOP t S (L OOSE) BOLTS FL USH EA. W/4 -34 SIDE E -4 ' PLYWOOD 2 ROWS 10d @ 4 "OC - ' �" &62E: PLAN> MTT28B STRAP 0 8'-0143"0C IL NOTCH GLB I I P.C. PANEL ' "x6 x 1' -0" I W 24 -16d COMMON -i ^ 3Y FOR T.S.4x4 RE: PLAN E EDED t GLB ��R_ ' RE:P is / GLB 3 �� GLB W 2 - "0x4 "W.H .S. y' III < RE: PLAN .. RE: PLAN 34 "0 EXP. BOLT RE: PLAN TYP.. 6" 1 1. RE: PLAN T S. DRAG STRUT II W/HB HANGER (EMBED 4" MIN.) ` ' ° CRY OF TUltWIIA 1 ^ I — PROVIDE NOTCH _i — 2 APPROVED 1'/z" 2 - 1 o - Ir. I N GLB FOR _� 8" { C W 6' limo T.s. axa k v ilia. JUN 30199 jrz' 3" 5 STAGG. ta ' 2 A S NOTED Si e� ..II -- �- _j ' PURLIN FACE OF - B / ■ NO WELD �� - RE: PLAN P.C. PANEL , __All 6,. c 1LDING DI ISION , Ya" t EA. SIDE —/ a" BRG t _ PURLIN 31s" t EA SIDE _ g^ 3" °i'� • 6" - , -. W/2 3a''0 M.B. P. C. PANEL RE: PLAN Ya" t EA. SIDE W /3'a 0 M.B. TYP GLB _ , l RE: PLAN W /HB HNGR EA. END RE:PLAN 1 _ 0 GLB r _ T.S. COL 3'a" BRG t t Yix6 x 0' -9" i P.C.PANEL P.C. PANEL RE PLAN K 4x12 LEDGER EA. SIDE RE: PLAN GLB �I RE: PLAN W/44"0 M.B. RE: PLAN E -4 , 5° RE C EIVED (EMBED r 0 A.B. 0 24 "OC 12' -0 "/ 1110."•-• 1110."•-• I! -- 2'• CITY E, TUKWILA 44' ' (EMBED 5" MIN.) PILASTER 64" PURLIN APR 17 1995 RE: SECTION D -4 RE: PLAN " PERM CENTER i TOP OF EMBED t N -4 B ALANCE PER DETAIL ' o r VERT. REINF. SECTION E - N -N 1:5q5 �® 1 1 %2" TIE T'� TEL. (208) 324 -6160 E 1/2x8 x 1' -4" .k. 2 LAN FAX (806) 324 -6248 W/6- 3'a'0x6" W.H.S. l�Tm. - .r' _ RICHARD HUDSON / ® 2 ", 4-14-2- I 5? 5 - & ASSOCIATES, INC. `- 4 PILASTER 11A�.JJJ SECTION K 4 SECTION L -4 SECTION M-4 SECTION N--4 caxsuz,xc" o INEERS EMBED t 1805 12TH AVENUE, SUM 18 ' 7 SCALE: 34 = 1- S CALE: 3 '4 = 1' - 0" S CALE: 3 ' " " " = 1' - 0 SCALE: 3 /4" = 1' - 0" DFTAII N—N W /W ' H ' S ' SEATTLE, WASHINGTON 58122 � L 4x3xv4 x 1' -2" � Y4 — • L 3x3x x 0` -6" W / - // 6 x 2' -9" � 4 "GA. • W /2 -p6 x 3` -0" O 4 "GA. L 12- 5i x O` -8" (LAP W/ CHORD STEEL) '' 4- 4 (LAP W/ CHORD STEEL) (DO NOT BEND BARS) a n • *- JON i(TW1CAL) S° ! ai y s 0 — Jr i E 14x4 x 0' -6" s W / 2 -y5 x 2' -0" PER PANEL 51 W 4 EL iti ® 4 "GA. ELEVAT ., - L 3x3x x 0' -6" n `1 rn PER PAN 1.- i , Q 4xV4 x 0` -6" Z � ` CHORD STEEL a I W/2 # - 0 "® 4 "GA. ABOVE N 1 d I i ELEVATION CHORD STEEL Ya • • SEE PANEL n a N N SEE PANEL r�. ; SEEVPANE 1� 3 L 2x2xvi x 0 ° -4" ELEVATION � m a 3 " J II 16 m ° L 3x3xY x 0' -6" E Yax4 x 1' -0" ► 'I i w z x ° 12 Y4x4 x C -5" W /2 - #5 x 2' -0" (BEND PL ``p ` Y4 1 a = o � �`jA� 14 r 0 PANEL ,� 0 4 "GA. SKEWED CONNECTION) ELEVATION L 2x2xYa x 0' -4" a ° a c� i 1 14 Pr i / \ J } / SEE PANEL ELEVATION FP Ya STIFFENER S ® EA.#6 FE Yax4x6 x 0' -6" SEE PANEL ELEVATION" T FOR CONNECTION LOCATIONS W /2 -�a "0x6 "W.H.S. JOIN FOR CONNECTION LOCATIONS -x-h' JOINT I• /0 • 4 "GA. (TYPICAL) WELD TO 12 & L (TYPICAL) 5 . S 3 ' �/� Y4 AM= 1 1121= L 2x2xvi x 0 -8" #6x2' -9" i,s W /2 -W0x 6 "W.H.S. i" RE SS � " ® 6 ° 0C 0 p L 4x3x14 x 1' -2" PILASTER PLAN (4 y4 P 0 PILASTER W /3x3x1/4" STIFFENER 12 PLAN ` Y B L W ®DD z 0 TYPE A CONNECTION TYPE B CONNECTION TYPE C CONNECTION TYPE D 8c DD CONNECTION TYPE E CONNECTION 2,i W ° L 3x3xV4 x 0' -6 W L 2x2xv4 x 0' -6" /2 -4 "0 x 4" 0 4 "GA. Yz" JOINT Y2 "0x4 "W.H.S. TYPICAL R. Yax4 x 0' -6" W /2 - N ( ) W /2- 1/2"0x4"W.H. S. Vi Z o3 If Yix4x0' -5 f , � �� �� > x � 1 L 3x3xY4 x 0' -6'" i, I I < Z �.. W /2 -SN "0 x 4' W.H.S . r' Z= L 3x3x Ys 0' -6" L 2x244 x O' -6` L 2x2xV4 x D' -6 � � s v 4C0 L 2x2xY4 x 0 -6` W 2 -Yt "0x "W.H.S. � ' W /2 Y "0x4 "W. H. S. ri W/2-WO x 4" 0 4 "GA. 7/2''0x4" SMOOTH ROD / Yz' 0 x4" SMOOTH ROD �'� / W /2 -Y2 "0x4 "W.H.S. Y"0x4" SMOOTH ROD D Yax4x0' 5" 00 /A uv H V4 r W ZJ Z � Q O x N W 0_ LL N UJ m r A fa / V '> Lei • TYPE F CONNECTION TYPE G CONNECTION TYPE H CONNECTION TYPE J CONNECTION TYPE K CONNECTION y a r aro PRECAST PANEL v � 2 CITY OF TUKWILA 4 C LU ( . 7, P.C.PANEL 1 MAX. TP,C.PANEL REINF. NOTES APPROVED U- CI _ c� e x INTERIOR FACE A NOTED / / / � ' / - / � J ' F- x ) TYPICAL PANEL REINFORCING: JUN 3 0 1995 ;ON VERT. BAR #4 TYPICAL 1' < VERTICAL; #4 0 14 "OC HORI7•nvrfli HORIZ. BAR • • • \ - 3/4" CLEAR UNLESS NOTED OTHERWISE. SUiL61NG DIVI I a 2) PROVIDE #5 VERTICAL EACH FACE AT PANEL OPENINGS 11Yz CLEAR AS SHOWN ON PANEL ELEVATIONS. W 1 ` ' X REVEAL LINE 3) PROVIDE HORIZONTAL BARS AT OPENINGS AS SHOWN ON Q . ( RE:PLAN) OU T SIDE FACE PANEL ELEVATIONS. fr- ' - 4 1 2< _ . __,,,,....____ ,_ , . (- 3/4" CONT. 4 ) PROVIDE #4 x 2' -6 DIAGONAL AT CORNERS OF ALL CA GROUT TYPICAL DOUBLE MAT REBAR PLACEMENT OPENINGS. V1 ® (RE: PLAN) _ ` 4 - #5 CONT. VERT. BA ,, 5) PROVIDE CHORD STEEL AS SHOWN ON PANEL $'a " CONT. R INTERIOR FACE ' ELEVATION LOCATE CHORD STEEL AT ROOF LEVEL 7 GROUT / HORIZ. BAR ECE VET Y `� ■ ■ 4 -#5� 0" \ EQUAL 6) VERIFY PANEL DIMENSIONS W /ARCHITECTURAL DRAWINGS. APR 1 1996 at 7) ALL PANELS ARE VIEWED FROM INSIDE OUTWARD. 4 - # CONT. 1.5H EQUAL ROBERT FOSSrTI ASSOC - .NM Aleltit. ffil OUTSIDE FACE REVEAL LINE FAX (206) 324 -6248 • NOTES: 1) ALL PERIMETER PRECAST PANELS ARE 61/2" THICK WITH h" ARCHITECTURAL REVEAL. RICHARD HUDSON 2) SHEAR WALL IS 71/4" THICK WITH NO REVEAL. 47 THICK S — 5 STEP / �� g �- (a Cr ]UKWILA & ASSOCIATES, INC. TYPICAL STEP FOOTING IN V TYPICAL SINGLE MAT REBAR PLACEMENT APR = ! i8J3 CONSULTING ENGINEERS 1605 12TH AVENUE. 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Z W ~ 1•'f� RE: PLAN) ���,,, j� �a� _ SLAB DOWELS 0 24 "oc + • ® n- --n--- n-- =n ---n 0 6-GA. rr rr ` � n ®6 "GA. • � iL4 "CLR 0 < N W #4 0 14" oc E.W. 1' -6" C 6x13 x 2' -0" i :: :I ,I :: - �: : : :: ,n,- : :: :: :: 7 tw.." +� IP 3'4x6 x 2' -4" R 3/4x, x 2' - MIN. •ZS 0 Wj4 -3's "0x4' W.H.S. S tS 8 tS 8 W /5- Wex8°W.H.S. tS 2'S 2S A A 2S 2S W/5- Y8 • I 4- 0 <RE: ARCH> Al■ 69 l -0" 0 6 ° GA. 0 6 0 6 • 2 -#6 CONT. BOTTOM 0' -0" i 3' CLR �, ' .. \_ 4- p ' �. C• t ><S ��•��'� �� 4S �� ' 1 .e.. e f t• � CONN: TYP G,H OR J S COiIT. f \� ''�Y'\ `, g ' - � _ S i \ I �IQ *�/�/� <i Yz "CLR n1 (RE: PLAN) S i _ ,( } } } \ `^ 0 PANEL 3RD POINTS ' w �` / RE: PLAN FOOTING & REINFORCING FOOTING & REINFORCING RE: PLAN SHEET S -1 LOCATECONNECTION RE: PLAN SHEET S -1 6Vi RE: ARCH. FOR LENGTHS & LOCATIONS. SECTION A -7 SECTION B -7 SECTION C -7 SECTION D -7 o � yI PANEL 1 cJ = 1 -0" SCALE: 3/4" = 1' -0" SCALE: 3 /a" = 1' -0" SCALE: 3 /a" = 1' -0" ee C SCALE: 3 /a = A N \-r u g #5 BAR 9 II. ~ z (EA. SIDE OF 12) I I ' 1' -0" MINIMUM I I %4 JZ FREE DRAINING It 3'isx33'4x334 I I a . i BACK FILL FULL #4 0 16 "OC VERT. I < ® A 3' -6" HEIGHT OF WALL 1111'-‘ � A < W (11 ASPHALT = # 0 76 "DC HORIZ. ' 0 ( ) Z J X 12 SIMILAR 0 GRIDS 6 & 70 RE: ARCH. .' --4 4 CI 2 " WEEP HOLE U fl I 2 TO VERT. ® 6' - 0"0C _ II P.C. PANEL 0i REINF. L 4x4xYa x 0' -8" I I CITY OF TUKWIIA y MAX. 4, VARIES Wj2-. #5x3' - 0" �I I O APPROVED 0 4 GA. lei 3" GROUT . II ■ , JUN 3 0 1995 �,� R�: ARCH. I I COVER (MIN.) ASPHALT E 3x3 x 0' -6" - II 0 2 y r 6,' AS NO TEO� II S SUILDWG DIVISION g4 2 7l - F., T; /�., y4'• GROUT (TYP.) _ II Z C3 ECEIVED .,. ri11I ROOF BEAM MAY 4 199 i ii, _ (RE: PLAN) 1 RE: PLAN 1' -6' BM ROBERT FOSSATII ASSOC• E C MIN. 72" Wj4 fe I is ? x 6 x 0 -viz "0 ' TEL. (208) 324-6180 3" CLR FAX (208) 324 -8248 yo ) i ' -21" 10" std "i��..< Wj3 - #5 \ RICkiARD HUDSON 111111112111111111 . &ASSOCIATES, INC. l 7 SECTION E -7. LOCATE CONNECTION SECTION C TI O N F- 7 - L 3' -o "oe CONSULTING ENGINEERS " 1 — 0 " DET e e. SCALE: 44 1E 12TH AVENUE, 98122 28 SCALE: 34 — = 1'_p' SEATTLE, WASHINGTON 9811 22 amirenumemsommunsimemi w HLti )1_ LAUREL s iy EK ri - - :,.,•• . • ' . .. 1 L I', „I: ' ' ' ' ' ' . ' ' 1 ' ' ..-1, . ,,i.,;,,;:.%11 I-44'AV ''',' . ,.4 .;'r''`";"; ' -- f •-:' „ voc , :. , -- , ..,,,:-1-4....,. ,, '. . . -,,,,..,•.,,,, ' •• -.,: • ' -,,, ,, ,,,,,3 ' ,,, ,,,_-:,,A , ..1.•:,: ,, rz-.7r.:,,t.;..,,.. i - .....,„„;.• - .-- , ' - , - , ...•: ,. , , '„, „, .1/4.,, , ,,,:,4,i,4,-,,,, , ,•,.., PLANT `eic,,WEE)ULE . , 11:?-..',., - ;,,...... , ,..7.. , ,,i , ,,....:.:,,:,,-„, ,,-, ,, - . • PLANT , NoTE8 e44463.66 , 1 GAL. 2' O.G. .P 1 817E : •" : • " 4;'' ,1! • * ; -,'-'-' '' ' '' ''',, T.j.:: ' ,.'' ' , . ,... : :. '1 .A:" ' :" ' , --r ouca. How / =viol Nam 1 GAL. 2' O.G. il • ' ''c' ''. , • ' . ' ' " „- - - .. - ' _ ' - 4' 0.0 21-24" WT. ........................, ,:-..,„ ,-,-;..4,,k„.4',',. 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Ate, de1eErons,or �vrsfon la s N ,,, N these drawings after this data wIllYold:Yhls�y� l." r I acceptance and will require a resupmittal of , }� 1 . $ I revised drawings for subsequent approval w , 1 ",, • 1b°T W. iv I � \ Final .ccptance is subject to field inspection by < + ' peer "", 3 q . • S • ear peer t eN the (,.bile t "Voris utilities inspector. `I x 1 . ! 6667 pee peE peBT . peer @eg7 pear - peer pest ....V sew 1767 MOT laser sear ■set t ■ear .77 331387 peer ■e p •.: .17 peer ■!T ■set ISl6T ■set Net 'i _ D p" . • sc +c • • ■ • • • ■ Main. • . ■ ■ �1 cr s ■ +moir ar e'. Iaee", ■ ■ est peer ■ ■ ■ ■ ,,,,,,,a_.,,,,, ry,,,,,,,a_.,,,,, �,,,,,,,a_.,,,,, • • ■ ■ Date �``�T B y ' � - / 9 /q. • 3/4' I• i' �. 1 -V4 • ♦ es • 1 % ' 1 -1/4• ■ ■ 1 -V4• I' • /4' 1 • f ' ° , ' 3" pl. I9N NJ p" d! Ix. M1 ... p" p4 Ie11 let! o' pu p" , p" 3/4 p1! R" lau 3 ' I .. ! /!• .. -- `- -- ' I - 4 S 6 ; r CITY OF APPROVED A L +i aL t � APPROVED ,55 a 54 47 30 env a, ',. ''1'. a 6 JUN 3 0 1995 APR "7r AS NOTED , ` , P 7p� •r� �.y � A \ I I posNA odd* t ', 4 ° ", 2. �I `I V.eh ' I ®1 `l �k� � � BUILDING DIVISION ,} !1 a ' l If , d r y i p A i f 3, ., Fi t�nr '& Associates D g , ci 5 � P'ri �,m e I I RJrkArnd 98 11ARIC h sRUYIMtlON a ; i A '"' �"xs�"�R 100421.1105 CERfIpICNYt a r i ay, .c , . - ','..',''.'-•?..y. , -.J'A , r ' , •r-'4 ,.,„0 .., ,... 5 ,, , , - ,....r.j.....,,,-. , ,I'N.2. ,K•4iI . - , , • ' • , . . • , • - .7, .',1.•+4. i.ut 'L..... . '- .-7.'0 ... . . ' ' . ,e i , . . , , ' i .°'• 4f 4' . '.:1'., ' , ''....' ,'' ' Z S , " : ; ' : .. ' : ; .. . ' ;•-;.i ' li-tX,:4 ., ., - ,,r , frivrc ,--, w. - . 1 .::-- , - '' - ',V' '1'` . : , . -•-',. '. 't ' , 4 ■ ., . ., , . .' ' ' '' ... - : , ;4', - .. . - ' • . . . ' - . -1- .; -- .. s lUti:' ' '' . :' • . , ' ' L... 4 , ,. , . , . :•, - '`-••," • ' ',•.4•.; 0, 'r 3 ", '.: .' '' . ,,:• •;:lk !.■••• :.:7•-,.., * LV,..,t14 ..4 r , . , ''. -..,:..,,,,,N,,,,, ,. . :. ,, . LAt•IpecAPE NOTES: IRRIGATION! NOTES: 3 , , ,,,, ,-..,..,_„ -,.: , ,...,,,.., - - ., . - . . il - . -• ,...! ,.': ,. ,,,, , . ' ' , ................il WW, *:ft r;'.1 7 1.' ''? ''' ' • • L GROUND COVER TO EXTEND UNDER ALL. TREE AND 5I4RUE3 CANOPIES I. ELECTRICAL CONTRACTOR TO PROVIDE INSTALLATION OF I20V AT THE SPECIFIED SPACING TO PROVIDE COMPLETE COVERAGE ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC ' : IN ALL PLANTING BEDS DE NATED TO RECEVE GROUND COVER :-. ,--!..' .. , ::.-tr-,: , ...' - ii. - • , CONTROLLERS INCLU UJ H DING IRE OOK-UP INTO MOUNTED UNITS. * $ - 1 7 ,,,*I.'.1 .. :;', : . . ,, I 4 • . 'SIGI • , ,A • CONFIRM LOCATION OF CONTROLLER WITH LANDSCAPE ARCHITECT 1*1'.0■ • •L' ,'''..."•.• ''., , ,.., 2. LANDSCAPE DRAWINGS ARE ASE ON T-IE SITE PLAN PREPARED TO COMMENCEMENT OF WORK. '., ... BY DAVID K.EHLE. IMMEDIATELY NOTIFY LANDSCAPE SITE 2, IRRIGATION CONTRACTOR SHALL OBTAN AND PAY FOR ALL g ,., - A • . LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO THE NECESSARY PERMITS AND FEES AS REQUIRED E3Y AF'PL1CABLE I- g 2 k ,'I 11.11)01101 p, . PLANS WHICH MAY REQUIRE ADJUSTMENT OF DESIGN. CODES ANC> ORDINANCES FOR THIS WORK. ALL WORK. TO BE . t .. ':'. INSTALLED PER LOCAL CODEREQUIREMENTS AND MANUFACTURE'S o < ., .,,.. I- • . .,,::: ; ' ' ' • °41111 *14011/4,0 3. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND LOCAL IF ICAT I ONS. E E g t g - • - , , -.::,•.. ; • , •:•,•• ; •2., , - •• • • DRAINAGE INFORMATION. IMMEDIATELY NOTIFY LANDSCAPE FT ..".-;.7' - ../ 40 1 : 1 "e 7 , P ... D 3 RRRACTO SHALL HALL PROVIDE PROTECTON OF I 1 I :•; ..,-.. ...b.` maw mom WTI 001., 4. CONTRACT HALL HA AFFECT THE HEALTH OF PLANT MATERIAL. ALL PROPERTY, PERSONS, • UJORK. IN PROGRESS, STRUCTURES, „ • moo ce emu aw.v.w. 1 P• TOW TIOR. • UT.ILITIES, WALKS, CUf2E.S, PAVED SURFACES AND EXISTING . . ▪ , . .' . ' - • . I Rem 240. MR WOOD KT RR! 5 P NT C T GENE AL G LANSCAPE AND IGATON TO EMAIN DURING HE INSTALLATION MAY I IGATION CONT 5 D IRRI R DRI csi i I '''' CONTfRACTOR ALL DELIVERY R.ECEIPT6 AND PUF2CHASE INVO OF LANDSCAPE AND IRRIGATION WORKVERIFY LOCATIONS OF ALL UNDERGROUD UTILITIES PROIR TO COMMENCEMENT OF • ' .-, :..... ,.., - i TRW MAP IP WI1C/P.0, FOR SPECIFIED SOIL MIX. FERTILIZERS AND ALL SOIL AMENDMENTS PLANT TRW WWI --- --- I A, 11.11151= WORK AND PROTECT 5,411 UTILITIES. SPECIFIED FOR THI5 UJORK RECEIPTS SHALL INDICATE QUANTITIES / .11 OP ORIKAWD MACK SHIPPED TO THE JOB SITE AND SHALL BE AVAILABLE TO THE . , . , , 4. HEAD AND PIPE POSITIONING 15 DIAGRAMMATIC_ ADJU5TIN I 1111110111110P W OP WAWA . OWNER'S REPRESENTATIVE FO REVIEW. ,. A ,.......... wow. FIELD AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. .f. • .qep',4y. ' ' • .,-,-.,!::,•.,44#1"01,44:•-. ' ' ' 5. NO F.RE-EMERGENT HERBICIDES TO BE USED ON THE PROJECT ASPHALT OVERFOUR TO E3E REMOVED AS REQUIRED TO PLACE ''''.`"::"., ' ' :' 1 .1' ''' ` 1 ' 1- .,.i , ::. , ,:::-.:1 , ,.:4 =a....74,..Tr.......:. ITE DU - iii -2. 4- ,,, = .41.,41 wawa, Tomo, Amo Arectono SRING THE FIRST YEAR WARRANTEE PERIOD. IR RIGATION HEADS IN PLANTE R ISLANDS AND ADJ.4CENT TO •:;' ',, 11, ,‘: ,, k .- I i 1 II- "...Pi. PARKING AREAS. T,..,, ..,. -. . I Vfinn-arriltillriagattir 5=5.11 - . - - LT=11=114 Fr, ALL AUSTRIAN P IN E AN D CEDAR S TO B E NURSERY GROWN WITH CENTRAL LEADER INTACT AND HEALTHY. 5. IRRIGATION CONTRACTOR SHALL RESPONSIBLE FOR WINTERIZING THE SYSTEM AND ACTIVATING THE SYSTEM (ONCE EA) PER • , - • I my TO RI 1001.14,,WORWLL PIA 1 - 1. ALL NEW LANDSCAPE AREAS, EXCEPT HYDROSEED AR.EAS, TO E3E TI-IE SPECIFICATIONS A5 PART OF THIS WORK IRRIGATED WITH A FULLY AUTOMATIC IRRIGATION SYSTEM. • . 1 , MOM TOWLE WWII ../. /2/./.12* W1112 TWO K ORWOR '• _. , REFER TO SPECIFICATIONS, LANDSCAPE PLANS, ARC CTURAL • HITE n1 V ,, -.•:'''.'!: . , '' - • ' , Zs ==riestrarmua 'nom ,r),,,,,, • p •!:,•- •• ' • •'', ' ' ' . - ' PLANS AND CIVIL ENGINEERING PLANS FOR ADDITIONAL. NOTS E , ' ...,..'le.: • • . '' , • ' ' AND INFORMATION. sl 441/1161rMal.s...... • . . . . emeszaszrizmon 1 ' 3 -4:•''''''''' .- ... - 2','" 1. ' , '. ' ' ' ' ., r-. CY, 'T' '''.1;';.',.:■'',A;',Z;:.. ' . ' ' ' ' : ' ' CO CO '6 I I < Z , r ' ,, 4 ' , ' ,,.i 4 ,;,, 4 ■ ■ '. - '.. . 1 . I r.0 ' ' ,'.5S:,'' 4 '-. 4 ' 4 . 4 . * :' ' ' ''' ' ; MIRWATCMI MIA WI! CIAL W.W.II, ■ , • ro •TI NI CV Z I . .3 - It '' '' ,'- iit . „ '''' ' • ''',.'-- ' :. ' . i , - POW. C.F.00 - OKOK CO.IPLIMO VALNI VAL. WIWINLY 0 .0 X •- ''' '.'''..1•'''''' i -,',„ •• , , - AWLS AL. 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Mem ORAM ,,,,,,, i P'111 fr /'' , t ZS?* I - 1 1, F41W1.110 , - 0 • , KV IN LAW AIWA! - 11= - 111 - 11 . 1E I , L . , • 2 Dio ow* W CAROM IWLWI OW 1111 /11, . 1 FM - 1 1 1 1 Il ' .e.,M,,,/ •. • e •'•' '', , ' - ,,r,.:. _ _ - 1 _,.. 1---F ,Aidi ‘2, WWII. 'N.*. ''''. .. .....' l= .. = = = = rPfsAnfe 1ProsiTO . ' 1 1. 4 grro . or' 24 67 , , . nm 'Tr„',-',;-:•„;,::::'..-i-,7:,-,'_:r .0, 00.11 ,WA. - T ' ....,. c .),L..., • , L•4061:a CAPP14 FACPIL W ' 1111111111111111111111111 -ti-=-It wit I:7 7-7 ' u-aAp-sw0-twO ' / ,,,,, r :• • r 11-- NIIIIIIIIIIIIIIMPIIIMMIlli. N OW= COJPLWK VALAI I ' 1.12917 40 - - , ,, • , -,, - - - al . . ' Ir• 'n - L rvc scai. .. moms ( e • ' - - ''' ., -, -A raw mew. I °.9111" "47$ 1„.er moitl"41.4"e1;":49,44,41124.1,114401toi"..1644;111"41(41.1"1/4441171(*(1"r1444461 . .• , ,.,.... , , i mis, -6 IIVX .....40„..... 10:: IL 4 ow.v.... 1644R i f - ' Sallp A, WM,. 01111115T MIK .,' :*11 • 1 --..,4:741w . RM.:3W - - - LK_ _,I, APR 1 7 1995 • c 0 ,• P.M \ . ‘11111.11111111.1 illimag, RodC & Wood Header Edge Drainage . 411 :r -- ' . - 771. • i ,;....,,........ 1 .44011, AVG TAWAS V ii ii ppm: • . gnk 6 Migran.l,,..-"" ........ .r p: . -,•: r ..-- -.:, • .• -- - • - "mufti * im -- -N. nap _i V Pe/C.11WRIP ILL • .e...,..,,, ,*-,4r-i.,•Irp- 1001111111111111Milt•j111111/ IIM IIIIIIIIIIIIIIIII :,...,, ... ..r -.• • . • PVC LW.. LAN 7 70-''1161 , PVC Off10E:FEIIILA , •:', , .• ne . , ,,,r, STATE OF Wil Au. wAIAK FHTWAS Tm aill MAHN. MTH wmPOW We MAimam mmit. NOTALL ALL KOWA WA LOC. GOP& Brumbaugh & Associates 6p WASHINGTON , REGIS - , • . , ,...., . +''''''''' ' ,7 .: :; ;Afttfrt%r:.. e ''' ' .Z1, ' - '' :', ,' : - ' • " ,-, ...0 ' Ai- •, '-• ink - .,.._. ..... .■ .._. .. , XIII ....., AN •..1 tit • I ... - !....11.4...... a I- ,. .!....• T Landscape Architecture 6. - - "_\.N\4 3, L ii7 , 1AL 4 Li- - ' , 5 ''-' VIP .365-10,Parkkr4P.I.AwAsuite98033.//7 MARK H. :RUMI3AUGH ,. _ ■:;,,,:',,,,,:',;, ''''': ' f, ' , 7: -r ' ' '', . ' .',... ,'..' ' ,: ' ' ' ': . . ' • • %V <act< SG. MOT TO ...! 11 11U FAK ITTA4KM,1105 \\7111-- CERTIFICATE NO. 458 • ' , • ' ' ' ' • . . . , . ., .4, ,•-■ - , . , , - , ' ' '... ',. , ' ;';•, ' ;.:ZiP: ,•• ,;',. , . "' , • , 2 1 ::,1 , ir• •••• , ... • , . , . ,. , . T S 4 FCI3 DUWA I S II H L e�GFC Wr� IEI VET? PLANS. IVEIaOSS SHEETS SE 5 TI�lNS. LANDSCA S IsE EETS STASILI�ATIL- $r 5 ON D> �EV E S GETA RI TIOCI _ _ - 2 3 III 1 h RASH RAI 6 OUT�E- I .ro 8 F 0 FPF ROY'IDE - AP FROM SD PIPE t " UT- E- TO N T R S•1RL A C� NOTE: _ _ ... .' .; - ALL wS Tl,tt A.EAS F fiC C T _7 t` - - w _ B1E Y O Sr H O11D i t a q .i -; Uf U O' 'i al :a ° _ -_, CI ,.+ .. . I = ,51 z e:._ c....URBE�aa�,•S - n 3 c S A �rw 5 B5 2 i OU E . "_:, -_ vl -_ .. r �.- � �. GF is j - - � � _ \ Q J� - Z ;fxy'. A -�,:Jv R vLrt t EI ?:� - 30 LE I 5 . 50 6 0.8°/. -_ 9' _ _ 1 .gig, dR� i yy " _---r,:_=::,_-_,,, x � _ to z o'@ ' - '�� '-'T ,x. _ _ - rir r r - r .: -`._ r_., �:- :'r - - ^3 't :.3" F - - tt/ :.SI ,a1 Jr . �, ,,j fn I n _ � i I. --.- ''''' ^I''_ -- L F.: • SD 3 # 6 PLAti --i _ ____-_-j'-'-'7_77:7:. _ -- - -._ v'_ 4:: > -__� ; ---//- - , � :.I r "' -- � } _ I . f T md yo m 0 .. ., 1% r ;+ __ - -..__ c t, . .. �i� ...0 TT: ,r - - tF t� � _;A$ /; . -f- _. _ ._ , -. , '� i e � ` _ I , ,. o e.E. 15.73 _ •':F� = E. >.� e - _ - "t7` 4,7 y -- \,1,320 .` \ B +� F - - - >~ 4 tlL Hamm F c . ..., ♦ti ' - - =r \.�; /:: x 1 � , , _ 1:. :., :._- F / _. . ., � -_ -_ - .... � -�__ __. - -.-' = > r ., __._:..- -__... � L LC <ri A_E '303 \.� \ �. ,); rll "*. . .,: r\ , .. � '. � . _.. rc '.W ` \ GC LF ��RA55 IM1 �\ - ° ,t > : .. - , _. : - -:'' - .F - - .. _ _ isv =,. .. .': =o _. 4,"\,,,, 6� °i� \'. �o� - LE !s SD r9 ., e% - ' _ - �-� � . ,�• � • 1 ✓ AS A� 8 \ ,. .2' PERFORATED PIPE \ Q .., r ., CURD ,„::,,,,,,,,,,,,,\N;',\,., roc !� OfJTLET ? Tye TO n 0.61% n e, '"\� -F r _ _. _ �, tis .oc 600 1.-,:. .E. =14.3_ T U R E D E V E L P E T :, li ° . '> \ 2 1 r -vr 'j - BUILDING 'i _ � T CE 3 ® ! I 0 „il t ° 'a ' r .. -. �/ \. .e- �T _ - \-R" \�.� -i.0 7T7 F : P N t rr, A F -- 19.0 \ _ Loam su =z crA T ,'.: ` \ , .6.2J i s ``, R!M - a 15e . 0 CB #2 TYP ^ L - IEXIST.I '. Z � � � � 3 • -- I.E. - 13.2, •:_ AA CC. E * r � I'I�F1VG I \\ O A.aO .` ` ,6 12 , E . ` 730 ._ RIM = 19.60E 1 3E r 6 9 4 . '._- ^+, `\ � ` 7 _�._ _ E,,_ -.y � " t � ? B . � , ±- "sS , I.E. = 15.25 CK HEAL i \_ ..• ..L>•" � F .2 PROVIDERO J 4 O t q 1 te { �. \ /l / _ ii, s;, > - • \ t'" =� - 2•" _ " 1 T TY ?EI .. KIN COs BALD NO,�C8 } r ,e 1 "v. � ,� • .. - > .,. : .- -- e•- - ,=174,7 l\ . - : te.: I . o;. le.5o ,.. is +.r,T a R!, RAP PAD i� " -. ___ -__ ?�., ,a ° i '.20 `�� \� _ ' DO '•. �:.a - -. Ir 9� USING OI:ARRY I- ,� `� , : - ' - . (EXIS 4 !\ )' _ :.: '.. , � ... ?: - �. -- 9 ,° 6 _ -' _- C9 - #t SYPE -I IEXI5T.1 SPACES "a3,° R F'AD 3� 1 >; ,.. , -., , k y .,, � �5 _.: h I . ... `. � - e- FYJAL_ �.3:. ` , - - 1. '0 LF GRASS _ 1 0. 1: RIM = Ie.eC T � �1 '''''N'''''' +, �.,. 3 g • HICK 'g \F �' ' S � ': c 0 > `, LINED SWALE W0.3 %, ,'ti • � - - l I.E. = 14.60 .. . i \.�. l.. ,... - .vP., - \ '650. CONNECT TO E.X. STUB LE .GS s.+ u > y _ • 'r. , ]k ., a ±_, / '� ... , H.P. � rf l !! \E� -- FROM t- CB #4 - _ _ ix �.. > l .» - r ;" i C� I.O / . e • I• rq. , ;ra •• Ce 7 - \' i�, m , � w < >r I\ ,4 / s. o - a t � ! �' -:.I ELe ., _ _- - _- ___ -_ j , o-r ' . RD �° 3. ' ' N0 g /.. / �^ �ttl, •Ie.' @�.3./ / RfU.7.8 - I .J, .I O \ -,ai -� t / - •. ,.. I _ I.E. _ ' I.t ,H x f .� i .�\ r �raa 7EaK�� � -, 4 c f .. - a I c uW _ctr i I" ... ` ' - 1 ✓ I.r- , / .., .4:s9- r B�$ _ > le . " s � .. . � F s D o o eo °r, �F I - Q1 i \:,. : %� • , z t , ..c3.. _ .,/ r -� _z PER V / _ f r r` e C r .. _ __ ,_ •, .F - - S'"::''-'-',-.-'''''---.' � .P.= .. t],! _- :,. /" 1 „ ! .� �e .. S Pr . ; P > :. .I C #3 TYPE I(E %157.1 A ' : :I .. a { 2c ` W l9 ,.' r- Y . / -1 , ��' _� :c ° . .33•� RIeA H .cl: _: p . ^ � .:- :. , \ � h �/ ._ti=. _, r a 4.0 0 � �/ \ �. -. _ r . +_, a : - �`i / I.E. 14.95 1 I6T.1 \>i Y: e.:i e i � t 3 - . -> . L Y'E1 EX ' `�., ,, :._. _ >,,� � - , , , � RA �6.6D 'AREA OF WO 0 r]'K: \:.:', , ^ - ,. � r � , zs.. ? u. - � , ! X 18 -' � . w' fss-. - LE. 14.10 Q s� , \ ..[ '�.. „ �..:;_ ^-- ,950 1 a�� � r � - - � \ .. - t. . _ - - , . ,,- � s st- _ _ � E _ ;,;'hr ,NA�;.'� 7 F OR TFIIP = C7 .`, >. :z / v r?A� r. # LT F _ _ - - \ zcso VG a \ P "\ V 4 ,. F A D 4lA -. ` e s E A ." EE ' r i 1i ',c \r I � e \ �, 'R •i� 'h' - U - ' .9 ..:: ".s. . � 4 > > , � I _2 LFIr sD T�- �� �� �\ 9 .3 < - h P��..y µ, �y,� f , �_ - p . x iG :1L' ° - c r , 1'-'\ a 2.0% -S' :. ,;., aC. 4. I •: ,In,J. � , t : SI ILO F RnS� siILIT-71',. :: ` � /,� - ;117::'71.1(4'.',"/. :Y$ SkF�f =•.3%. ® 12 •' � 8.`J2� _ - , j� ,. ' TTY - - i -'' - c � f° rrR n�.D co LF. �+,: ¢a � -r Q v L \ . . / Ne � ,, rr S) CUkB PER DETA \‘'N‘'''' 2.: ^ ,/ N � �' al � _ :. „�.. .. dL 3'O__ ®gg q , . r' [F `lal5 : _ _ w. ' •. -' ': :' CL- �; 20.50 8d I:2:N,, IB '•B . v ;� { ''e � - r ., I =2') . -\ '' :,, .- n\'Y 165.0 li .... � ... - 2 �ry /t�qs s 4 ' ,:.' .# T'�E sea \ ` � Y . ,/ ' ;` ` \ C F, F. 0. � 'J rr' . � x � � `i! � �'• ,'s'" H r \ �,, . C N , fie; . I ; ,.• ° ^.s-; 1 1 , ,, ..;E.>it *:r O f COt..vhG. -- -., :.,., ,.: _ :. G �. . '.: ._. v ''- . . , ,< . ' , � .: , .. c r � -� -- - -r - .. Y >- . „ -_: .. o-� � 9 , „ `•, T^o. , . .. : / i , �S\ .�/ 1 \ v._- tc. ,T PJ 'ri _ „ j � i \ z. ,.d e' ` J Y 1.50 ` .. A ... � �S` $ L8 "TE�rS P M � ;' , .... .,..,�..�' . \ „„ \ / . � " ., ..e :, '4y. a - d ODn - . 50 .• : :v �� CO 8 #.4 T, _� .,••EW .: P _ . \ _ ,. .' 'S , ., \ ,. > � 1,. '' \, \ � .-. ° H / c s' "? � '. s�`� iY•s. .�� °._-v: '.i, - r , .. \ _ _ z ,>.. - .� \ .�,r � � PvC R . , . ' ' i ' : '' .,._ 1 ,� fi 4 ... + -� , . \.. , .. ,- \ r, - i . "_ .... F . TIGNe LINE e 2.,._ � -2 .1.. H s„,,,,_ .._ .;,,, , Y. x "� � c 4frS2. � � �. : N O - 6 . ;, .: ; 1 /•.. .,-, ',.,,,A,:-/,/ TF //' >; I- ! �._ -.T .: � - ev - .v T wA � s or - i \. , . , ... l - <, ' . x a c N RF ' " , � : *w., '3` 2. .6. T i i ' c • .: "t• ml ,, / . ;'Y C$ # TYPE f (EXIST.) Q ee.l r S %i 1 , . / .' . „� f . _XiSLC•i S G - 'I ': ,l.l :G.50_...... qiM = 0.Oe - 3 2 i - N RA C6 h , '. ! Ian = :sc b � .1 / 2c .5 -o " t Z T, Yp E l .. . r f, x r i_ s Fes. I �.N, _ % e � . E t - . 1 I.E = ! e.' H / LE = 1 r \ >! d• - 7 . � � a 6 o- ' -' � � 0 ®3 2 w, % ', 20 5. . I 5.d n (� ,s , -, ; . -_ " y r ! AOJ. RIM TU :5 -5 J >2� : '-r,::-.'7•- Q - M1 \ CURB" � (D �.. .: :. , .::r- _, . F � . 6S P Hd4 : -II �+ � ' � � �.:� 2.O a/ .3.' � � • 25 i` ' EA I � r . '. - - �' _,_ ._ p , = : r r .. EXIs'r c ., .,_-.N h r ., _�� x - .! �, . _ CO f M =,4 EXISTING 4sc ? ' s zl. • v! I) � '�� CITI�fOF TUK s �� GH '� ; " • - � r, �` • a !, "', a, _ gx a . a `.• - (( /y - 2 SD CAP 0, TU i -- .` : y to 50 - XIcTIN R!M TO 15 r i 21.50 BUILDING 5 CONJECTiOh - � t l y e a -� � � 24 °' a V° y1), \ R ,NF R - �/ p,. EX J `• � F'p TO BE I .t..t 61 C g 1� t / F . F . = 21.50 , ,'o TYFt . ; .•.. :C sC ,✓ T . P_EO • gBAND,O A, 3 C 19 s0 I '0a _ D ' \ _ , , /E RM 17.32 lLOVJP0IN ./ -2 ++ ` ...., ." J : OC1� bf rr-t' . - ST F. � J . ,� _ A� 16 =0 /> ni IN 29• I.E. -!3.40 2J � 0.20 r W ,,w pr CD I5 n ._ A.C 'D . h - '- /r/a:,•.. _. p ' '. -._ _ ^'_ ' F. 0 0s ��' .�3 ' / \ %..,-----„`, . _ N p F ��„' _ Y ._. ,:`rr PHASE III 32 _. 1_ SD ®3.0% I 111.60 'W: t ' 20'8 9� f G ,}_ F y I tl - I I \ C \C PT 41N IC v 1A L _ , H { W 4y e6: 2 0. 0 I 0;273 C \ 16Y OTHERS! _. ` \a e fM A 0 . 0 . ... } ..'I '\ , \ 4` ,. , o - ICY nr 4 > ?' i c GE. 10. ( .,. CITY OF :O 21 'E. l � ' \! J i' o = \ \ ,,', .. '.. - ` BUILDING '`5 „0 <m� :'AUh r9.f TOa .'h ` i • +e TU KWILA •!2 CAP FOR FUTURE -_ I rc' 0 .45 I ' trr 01 7. 6Jb td' L6dING .. ,. 1 . 1 --` t,4. 4 [ ` rl w . ,, , , , .. CONNECTION 0,2 . ___i ® ) j r I ,. a (u �,.. ., :..,., ',.;\::',...,`,7:',',,\:-.' eg9, p � .O. 0 a. +' - .- v.� F / Rte., I . x r § r ,� 4. -� i /? . 1 '' ,,I \ �\ ,. ".: `1.Y . �,. \ < F.F. F. aG95.5ag /. ,v�9 P r -:. PR D - ''' ' .EA { 20. • 1.` :. 4 ' ` `4s4o_1z 5a a " ,, ari l tA CK ml I llllll� , I + ,. 16.50 < '' y ` `�' f ` L 2/. ( ' .I 1 H C 1 1 e.30 m j ' �� : > l;R , . r �' ,7Fs s...� j �. F u Is a Q� G ?: '� . 1.te, � 4 ) '•;,.. 1 -le•/� f :i, F 1 . _ � Rlr' :. r' 0 F 21.45 "20.. y ,. -;:. r3:;..'u =. Ox 3:a rl 7 , + 19 11W: �) ` � e � Q i:a;• . -N tT- ..:F ( ,,... 1 0; ,_ >rl�a:; S 'r IO .. �.r.... - ,.�47 :. n hS.ff I ,i 1 Q . I \ t FR 9yx { = e • I2: yE� 3AOJUST �' ' ti7 08a5-YPE wITH ,. ., o ,.:,; : yt ,I„ w s �'� I 41 I l�r C N l9 .a.r _ ' ' Vii;: _ . . 4 ;. :1 . .. x w r. ,r, ,+T.. t7 0:../ 1 OILIWA SEPAR 1,;,_, : , ,,_ :' `P 4 >.•�Vt .,.,J r. ....: ... r 'e. . a" ..:s 4... i. . :.: :fi .:r�,'3 e `.°f.� 1 _ _ I 0 ,,,- . . ., ',�$ - . , . '\ .. - 2�' , ,,,. . s 4. . .e ,._,, t r' Y . q •4t . � �.^�. `IT._ ., .l a RIM - 16 I t� ms N a .,'`, \ 2 'S ., Oe, r e Q dh.:1 PFR p Ei• A �;;v'• -� .I ;.! ?'Y• _ 17.IO _ AI� i' .' I.E. = 19.90 D I I r r;,� °'-,;� �. x . ; `! , J- @i l 'Y•,'fi , ; se y v _ P . 1a ' 5 ; ti+ 3 A/ PROP zod . r . .:ice r;, , -3.... �' _ ,., ': syDDCfr €;, rc ,7,,,,,,,,,,- "" y 3tl _ t r� a l ,+ T ® r ' ;t , I 16.4 • a• r 1 / .•.eat x!47,,: r' .b _ k i �'�: 1 4X „ I� ',. D . '^.� S.� v . I � > rp� i:i I �: �J !�},��. " ` , ` " ,„ 4 , .._ {; r.ixk r -s' S.;.rf ;E a' " ^ pdr.� 1, �` Yk r � . L zo:o /I, I: I ‹J r ' -§ a`"',. �:: .:�s.'aci ,PIT a< rr1 4z I "a" ;'• '^ ^- - . .. , y ! „ .' -_ - -, \,_ :YO B _ 6 EX_T_P,UD 0 O NC. _ - , '; > G 1 r(g�Ay' � 1 °••.. : :. - - � \ ._ -, � _ - �UR6 °ER DE 1L �n ! fit BUILDING i 20.8 r III y _ O IV T 1 IB_.. BUILDING 6 H4 F.F. = 21.50 a 5 I , h f,;" z a a F F 0 c TYPE 1> - ry I EM ^ 9 90 ./..'...: 21.45 I . -� - � S ;' "� ( ADJUST RIM T 2F0 I I '20.66 1I� a 21.5 LL PHASE III � I if t ., '... ` • � ' CITY OF TUKWILA P AS REQUI �: .y�g P R OP OSv ° PE- ARCHITECTUL PLANS • t. -rr m o �. O R E MO VE EXIGT 19.0 CONC. RETAWING W T O R EGRAOE A ND a ° m HATCH PROP0 . .. � �. � ITS• G E L RUDEO CONC. 5 c _ - GRADES. GRAD A REA y • 20 l 3 l I' . Y CURB W/ CURB 6REAICS - • ` _ --'111::::-T.':=3"'-''. �_, •? e. I 60 t 3 � v ORAWAGEiDTOPC9TNE � F I IK40 • I _ ill PEfl DETAIL o U < O i i „_,,,..__,L„.-- �` .. .3 - `' } zx-ax 1 . . a 4 ' .' $7 aDo 2d I zl.4s CITY OF iU!WI V o ..` • \�__ . \? se L, :_, �n .l K , h - ; dls 0.6 AP PR ' i � eo . Pa .. � � a . r2o `��= DYED C N ee '19. i . ,:� 3x t I O b \: - -_. \ _'�\� _ 17:6• f 20.65 .^ _ ''''''l >" _ :✓ r �i 2 � 1® 21.50_ ! JUN 3 0 1995 p H _. _�� .. - - 7-7--', Taff -% AS NOT N m • R' s _ .'. `�2 "�� EXI R . � �� - 2 -�.. IZB t .: � BOLDING DIVISION L N r tii) - _ ____,-..---ii-_ � ; .. c'nl „tl L I6 _ . ' - le.o I - ..:'.. ✓ �� 0 ‘,1,.. 930 ; , � Vi e., ��: / ' -. _ _ �_._ O ' `�_ J( S as I i� Si = - -._. _�� G CUR6'CUT PER DETAIL fTYP.I ..,� - O� 1& I I • "_ . _, \_ ��. --- - � f�S � ✓: - I RECEIVED n ....'. ��_ ' �' - -__ -� %TRU ^.c,• -Y 0 r M •t CITY OF TUKWILA VICINITY MAP' -. - � -_CVR- WITyy CURB \ / a:3"---7------ I 6.66 � .._ - - - . BREAKS PER-BETPIL `�".\�''� J' '\ i INSfiALl 90' � 90W 7- - - -_. . M AY 2 5 191 •�~ a LEGEND ` ` .r. . T O _ 3 ' I eeo •r sr , LEGAL DESCRIPTION _ '� `v y0N5TRUC3 4' - OS. R CK RY FO �01H t - . SEPA A _ • +T4 � 6 LEG � • _� !' tlR'EEOLOGY BLOCR�A6 -SHOWN _ s. , r °o `._ .e i _. a4 1}'' - - - -_ ___ - ___ _ � - _ r .l PERMR CENTER NOTE: NEW ASPHALT PAVEMENT ' , I� 0 T o.... NI shat exrtaen rol pmpc vtume in the; Cnun of Kin S of washm bein a p of - - 1 �� pan g gnarc a IMFORMATI SH A S �� I =• ' ° ^_ ' ° n y :..� V nmrnt t Mn ar the S, f the N onhwat f S a7ion 10, -.. _ _ _ A ,,, T P unwn o - ___ owuh 23 Ess4 WM., f Government antla pon,of the SCREENING � SEX STING � 160 C i ` '... Soutieau g nawe r n q uarter of Sat 9, Teweuhep 7) No rth , Range, Essl a .. . OT - : _ I ae - _ S \ - - being more pater laity tleraibW NIMms: _ - 6• �CURBUBREAKS OE AIL JI O�I�LD ' Y NEW CONCRETE SIDEWALK °�e ° k "I ' - - I „V J I o Al A E t * s a n at IDs d -' tywhcn mcasural at right angles from the E H -_ EL,C � EXISTING CONTOUR � �d r .. ! � \ \ - . yk yr _ M aryrol - Wa')_CCntri tAne SUrvry r ry5 m f llghwey.N _, - r n ge VvORK,.. - • l 1 . E ,4 Strcu at Hi Smtion EMW- 26 + OIk PROPOSED CONTOUR • ".+ - 6 < " � „_ L, v \ THENCE from setl POINT- O a lon g Inc vrsmny li of land wn d aT'6yibc . • � s ,. �� >. , „ of Wsshin rn Superbr Coun G n Irl i2' i2' Enst, 5 93. 29` t ro a prim an V -LA 'Thes plans have been revl ewedby thePubhc r • ® •.� S\ � � W o rk s D for conformance with current k'r ■ .e i .a a nr the lanar Tang ...,...-'4'697-s..- n m stnlo nr"T.n'mngtoo -q -nem r«omm en vom City standards Acceptan Is subtext to errors e:„ - �� e me rl nr•.� Rn yw 1 n -_ end omissions which do no authon2e vlolaDOns of o - -- EXISTING STORM DRAIN _ ! \� 3860al Par 412 ( A.F149]8335 ) €.- - Ravots; -_ - -. _ p d N PROPOSED STORM DRAIN '". :"� r >�� •` THSI <rR abng said ri�4to( -wap lineNorm BM 15 IS' Wet 6]0.;15 feet: ___. ___.. _._. - wit - _ - adopted standards or ordinances. The responsibility v K ' . ' _��e t THENCE North 79• a s• sr wm, l s9 .n Ines -- �.- _ -- - -- c E A for the adequacy ofth n rests tot .� �`,'� r ,'^ _ • • N t � THEN (mm mngent that bean Nonh 82' 32' 31P Wcst alon the arc of a mrroe w Ne ri hatin a S URVEY DATA -- -- - - - - -- v- - -- �- EXISTING DITCH a' �' radim or ]4&60 rw and a antral an of W' 3fY f%y, a nd arc kn of 450.76 f r; - Y 9 , +r ��� ��� _ the designer. Additions, deletions or revisions to � � � � e I R ,, these dra after this dat will void this V C I - . t e I' a 'THENC ean g enr m t he pr d cur No J8°112' 3U' Wrsr, - 3A 84 feet v v - +- PROPOSED GRASS LINED SWALE !s� r 4 + `' -. O - THIS7CE No rth I I S 30' Ea st, 3W79 feel nurre nr lev m 1hcnn!inary hr wate Tine of the 7/28/8, RVERTR:A DAT� .a g GS BMSL BIA A/ URS 392 61 1: ISe r ,I _D ..L� I , ss_ : Denwm R evmr a s rndennM b the hoc of scgcm EL- n.5e d awingsfor a pprov al .) of u weer line m i with the wes terl y l in e or the on 2.10% � El , ,.,. -. �.. „. : � •� ; � - THENCE psrcrly abng said oNinary high . es ente d , / a W u s accept " - rev SURFACE FLOW � �.II � � � a -- ... - - -. p - - " > -..''' lands wn to the 5tato of Washen ry g "'tY by R0/ is '�� e fn 3„ - -. t IL � �' vcled glon for Suunda Smee Ht h No. 5 -M deal , rr mrdM in ' TOP O fs RAf91Y FROM 6 AAGHAUSE.N CONSUULTWG ENGINEERS, INC. ON Final acceptance Is su t o f &d i ns p ect io n by it '�TaJ Ia9 - I E 10 E l,•' pp�• R7 m , I Vo lume <]IlT at Page 435 (AF /5917A7d) Kmg Cnumy remnls; � PROPOSED SPOT ELEVATION � Y ' t 1 •�`, . � a � T T}{ FJ -ICE abng last .d,„,,,,, uly Zino and the weterly line ur ianets wndcmnd by the State or 6/3r6a d 10/7/68 THROl1GH IOR9rae AI•D 111716 4M c 1 n. s , x \.� th e P Wks- utll napect � �i a .I - ! w 1, , \ § Wnan ing t Date: 6'a�8't i f - ,_,_,�, w PROPOSED PERFORATED STORM DRAIN me POINT OF DEGINNING. / f WI DIRECTIONAL FLO B ` > C EXPIRES J / f" 3 STAMP STORM DRAINAGE NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH - STANDARD SPECIFICATIONS FOR ' MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CHAPTER "� l- AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APWA) AND CITY OF TUKWILA i.+e w +. STANDARDS AND SPECIFICA , ,e.',. : a D . 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES o ].0 ',,bp `3 OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. a� 0 D F t'' °'q D'' o- r N 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL I IO �Q�p 6 A4 ! m UTILITIES AND /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLA.9. ` 45' I- O OD P� ' - DAMAGE DUE TO CONTRACTOR' S OPERATIONS SHALL HE REPAIP -F9 AT THE CONTRACTOR' S �( 11 V" o . o. m EXPENSE. CONCR Js C, nwK....w,.....a LURE r7 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE \ --. , \ •; 1 9 , ,D lJ �➢ SEDIMENT -LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST - - / r m BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED - 2 #4 DON, S PER v" 4 �'• '^ • .•E. *. Rat o UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE SECTION • I -.. + Q O, un .o. ay.ie. EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) Its i U' RE PHALT PA URE TIOONTWI DURING THE COURSE OF CTRUTIOBE THE OBLIGATION AND CURB BREAK DET jALT. 1) RESPONSIDEVELOPER ADEW CONDITIONS THAT MAY BE - TROVONAL FACILITIES OVER AND CREATED IES AN ABEMENTSMAED TO PROTECT ADJACENT 4 0.c. ONC. ENT ..ti ...nn. .c. C O • PROPERTIES. - � f _ � 5 ' 1,. .... o. rtr.l o v J • . ;;ji:: Y SOIL KIN m AND IN OPERATION PRIOR TO PAVING AND BUILDING CON STRUCTION UNLESS OTHERWISE ids p /� /� ' o APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. ELEV J ON VIEW TYPICAL YPICAL PA `( •-LNG SECTION LION /+r/ 7. THE BALKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS, 2 - HEAVY DUTY TRUCK SECTION ROCK WALL DETAIL WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6'), MAXIMUM DEPTH EIGHT INCHES CU > : REAK DETAIL ALT. Z NTS I R (8'), THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND - -- .. - .... Y = >>•� FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH - MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED' CO FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN'LUMFB, OR ROCKS OR W PAVEMENT CHUNKS MORE THAN SIX INCHES (6 IN MAXIMUM DIMENSIONS, OR OTHER I" ' UNSUITABLE MATERIALS SHALL NOT BE USED. 0 Z H 8. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C -14 -2 OR ASTM 1-r C -76 -ii OR 16 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED ALL METAL PIFE. STEEL OR ALUMINUM PIPE SH HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS °F AFWA SPECIFICATIONS SECTION 60- 30262. O d STEEL PIPE SHALL RECEIVE TREATMENT ASPHALT COATING INSIDE AND OUTSIDE, C) CO OR BETTER- _ CO 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS 'B' PER APWA a' S w STANDARD PLAN NO- 62 (PEA GRAVEL FROM FOUR INCHES (4') BELOW PIPE TO ci. SPRINGLIKE). BEDDING FOR FLEXIBLE PIPE ( CORRUGATED) METAL OR PLASTIC) v y SHALL BE GLASS ^F' PER APWA STANDARD PLAN ND. 62 (PEA GRAVEL FROM FOUR INCHES (4') BELOW PIPE TO SIX INCHES (6 ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 1 1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER 0 t IS GREATER. BACKFILL SHALL BE PLACED IN SIX INCH (6 - ) LAYERS COMPACTED IS' LANDSCAPE ■9' V TO 95% MAXIMUM DENSITY. EXTRUDED CONC. CURB 1 " I f• *5 Z • o QUARRY SPACES WIDREAK (SEE DETAILS THIS SHT.1 �� Z 10. .EXTRUDE SNAIL D CURB BE BONDELr TO THE ASPHALT SWAGE WITH AS EPDXY ' Y BONDED M- IN. 9' 6• DEPTH ..NEW AC PAVEMENT 20 - M = O F . AGENT SUITABLE FOR THAT PURPOSE- PLACE 18 INCH, /4 BEHAR AT B' -0^ O.C. 6.ee ( •°- o PROPOSED GRADE 11. IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL PROPERTY LINE U OF. SOD, ETC., THOSE AREAS SHALL B£ HYDRO - SEEDED WIN CRASS FOR THE ' - V ARIABI F W au PREVENTION OF ON -SITE EROSION, -"- ,EXISTING GRADE 12. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING i0 _ - _ WASHINGTON STATE SPEC. 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING I.I 1 EXTRUDED CONCRETE CURB DETAIL -- c 1 OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE so --- --- NTS 2 MA �. THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE W UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS 10 THE REQUIREMENTS FOR 'GRAVEL BACKFILL FOR THE PIPE BEDDING' THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE EXISTING DRAINAGE 2 t7 TRENCH IS LOOSENED, REGRADED AND COMPACTED TO. FORMA DENSE UNYIELDING BASE. 'DITCH 4 Z F 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S), OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK. / SECTION C — C 5 14: THE STORM DRAINAGE SYSTEM SNAIL BE CONSTRUCTED ACCORDING TO THE APPROVED `._-, SCALE 1 $' MORIZ. 'PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS- ANY DEVIATION r .. 5' VERT. • .0 FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF flIKWILA DEPAATLLENT OF PUBLIC WORKS. w IC �� 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER (C) a CONSTRUCTION IS IN PROGRESS. CO 16. . ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE ROUND, (n g co SOLID- LUCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC -- WORKS. - }. N 0 17. ALL ROOF DRAINS "•ND FOOTING DRAINS SHALL BE "TIGHTLINED TO THE STORES` V ' 4•. DRAINAGE SYSTEM.' - d a 0/ • 18. - ALL SPOT ELEVATIONS SHOWN ONPLAN ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE C g:= NOTED. 1... a , a 19. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO ., 1 CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. L. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL- WHERE CUT SLOPES ARE NOT SUBJECT 4-+ 4) TO EROSION DUE TO THE EROSION - RESISTANT CHARACTER OF THE MATERIALS, SUCH V C _ w PROTECTION MAY BE OMITTED- AN ( f0 20. SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED e1 co 0 T CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, MW CO ETC. ! W lV T- 21. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD •• SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPONSIBLE O FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER W SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN - 22. • IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY _ = PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE '^ NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. 23. THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A TOTAL OF SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL SHEETS AS APPLICABLE. SPECIFICATIONS OR DETAILS -i I PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. I n a CITY OF TUI(WIIA o u < o APPROVED r JUN 3 0 1995 ®-" AS NOTED C a M v `9 BUILDING DIVISION N N • N • C H RECEIVED cm of IuKwlu MAY 2 5 1995 C o � m PERMIT CENTER p RECEIVED d 471 m Ivl z s 1s9`i bq 5 ......... b I I 5 These Works D epart m ent fore reviewed by the with c Pu c woRKS II: City standards. Acceptance is subject to errors and omissions which d t thi il adopted standards or ordinances. The responsibility p C for the adequacy of the design rests totally with 9 v the designer. Additions, deletions or revisions to ". V Al. a , AMA these drawings after this date Will void this ry •, acceptance and will require a resubmittal of r �` C /yam l v � J • revised drawings for subsequent approval. (� /, e W ` Final acceptance is subject to field Inspection by ` , 6' F .A' yR ;' the Public W utilit Inspector. JZ s (Q Date: C28(gc By: cst7 ' ',;. '' 0 I u 9 - n S TAMP SANITARY SEWER= PLAN _ o I , co ' � :ND-- L.-- EG:---" PROP SANITARY OSED SANITARY SEWER LINE SEWER W/ MANHOLE Z# LINE ( -- - - of ,� SS PROPOSED (FUTURE) SANITARY SEWER LINE I v/ a � SS CAPPED SIDE SEWER LINE 1 om _ _ �� / w m pz , ,'• rc o ` Cr Way m_ 0 / . •-'" \ \ / _ , ---- --- _ m �_ c / "� \F \ L FUTURE PHASE I/ SAN. SEWER / \ ? p , i / 2 m/ CLEAT \F� / • , ST / G LD / DG 3 / / 1/1 / = d L F.F. = 19.50 �e �� / iv +• ., ., c c F•F• = 19.50 ` j . r 7 4 LF 6' PVC /'° y " - / 'r � /� � C ! L `\ v_ SIDE SEWER \T _. pti _ m \ - ss ' I n \ @ O.OI FT /FT \F _- is A ,_ EXISTING % 242 -----..1 -----..1 / --- tD 0 ILI 0 \ \ / n % n /I/�I /j�� r ,9�s = V \ ''''' „,,,, 6 - _crsy NI C CAP 8 EWE S // \\ FUTURE PHASE J Z \ / `\ 4 U �t C L' // \ / , ` • /NG FO' ` PTH 8 LOCATIO i - - /rVU VQLS �/lU.�,ICILS W as / , \ . 3 , X /S. Na f�/ • � / - - o ; ` , Ie� 6 z \ \ \ m \ st \ & / g s S/) \ 0, \ \ ' SAN" SEWER -- \��os O6 '"''..-_,,i1-1, b- CLEANOUT \ g � _ pN� \ RIM ° 15.45 `NA, .i \— oo � - \ W ]I 4~•11.1. d \� I.E. ° 11.90 \ s �/ ` vQ � p /� /•� L_ _ r Q T S�SG \ ° - h \ /iREA OF WORK f0 m 1 I 4 \FA 50 LF 6' PVC g + SS � EXISTING :::ON L TING, PVC \ " `� n E Y ER LIFT SE SANITARY SEW W /1t SAN SEWER MH #4 6 y T V IC7t ERMI 1 / O STAT DETAIL SHEET 2 \ SIDE SEWER O _ i p ie \ P s. - \ `o ", S —\ / y / V O \ @ O OI FT)FT s / . 3 I.E, = 7BS (OUT) p� 4 I ! I.E. 2.0 INEW 8' SW) "r 4. 6" NW CO TROL FANEL r° ST ATION BY OTHERS / \ 06 FT T i./ i1:2RS.-1T.,,. ING PV 'DE WERSTUBI I I EXISTING LIFT •• F I.E. - 11.30 (OUTI r / /F FF \\ M A \ ,, - TH'8, C•CA�TIOTA• 3 6' / SAN SEWER - NTH #5 - A I EXISTING m O �� RIM " 17:23 ' BUILDING #4 /� _ S`v 44 LF 8' PVC @ 0.006 FTIF ° 'I GRASS CRI SURFAC i= y I.E 9 -90 (IM 20.50- / - RE N 4 222IIN) �� `� EX. 9 8 0 p06 FT /FT � . 3 \9 I.E. ° 9.80 (OUTI F.F. m // E ' � 4 LF Bp r . AV/ E % ISTING � I-E, 412 (OUTI - �' ` r T/i f SANITARY SEWER NOTES I ,„ i/ s • EW R ` ' 3 EXISTwE o ' r \ R ( - O! 45 LF 6 ' PVC ` .. . _ � �+ I ,^'- S I - = 6,05 O C r . ' 2 - E' ' i IN) -.._ RIM = _ ` I co cu ocn e s D :Ina eonfr «t sPem a � I . =.5.95 [OVTI � W na eIy of T Public w x s xpo on a s" ibed) d S AP 8 BT LOCAT ON - - . - - / \ - - . -- -.. _ _ __ ¢ mo•e 61rn enl. Contract hall Provlae Certrco° ol ° ar p 9 lslda.,vN Vua \ /, �) // cd - - I C //�� _ r 80 ' h '� . sewer Dehe "Ina omoum of I,000,000 oonnra mh red L_—� ',)/ _ y I BOR W STA 0 r - T I 6• `� 2 All q P ✓C pens antl l )hogs p shall meet extra sl.enntn mi+imum bof PO 35 e Ina I � /p ..� Y P VC SI9EX STR co • .au vane I 1 :ASiM h N O 3 34 73 non moy e PVC 7 6, D t t f EXISTING T ®N _ 1 @ 15:6% EX\STING - -- HICLE l I 62 LF 6° PVC SIDE W ti� • � I - EXISTING m/ f{/AN.. E , N p I G o RIM = @ 10.46% -- -- \ S SEWER MH o 95 LF 6 PVC E %ISTING B#5 S•N. be m r w t �, w�a araxe ®/ F 50 RE v I ` ' 21.23 fIN1 n omem.,e appram to me ens„w e - / - � I.E. ° 2.36 � coaxal ° 2.26 four) r ew - r oa w ,alw nW aaal u p s - —c"... rnrsnw 7 ........ ._ zarmcp o m BUILDING #2 _ / rame,ng r acwerp,pe sna t :M oaa, a rynr W Q , / - "" 3 s Nl us"rna snml be .nmpa.rm per prone 3 4 3 F.F. = 20.50 'A( S I I.E = 1 3. 5 RIM = 20 ...� CD N R IM = 21. 0= I.E. = 3,56 2 s s �e :ewers amn he zarw ror acmpmnm same n me me m eater ",ar"4 3 0 0 \ - apy - I Q" 0 r ' New mnnunor,s w ' ,T,g manbo a or sewer I na sna) be realm on Z u �nezm / I I ro ty t n Rnonw, ,azm. .l�n,.a ane aaeptw a w SAN. SEWER MH #7 PHASE A S E I . /� I CJ RIM - 17.8 �/ re Pnor zo opcn,ng zee ' mmu„mro" d°nra a was- sour be I.E.. 8,52 /rig/ /��// u eommmor mml ,Inner lomzro n .ammg enhra .nd ,mpwvemu,a poor Rte • b I\ �s re I Y TJ N m wnswmron wnnwer shown p nor. Thc mzmnm ane apprmmam lomuom 1 ; S 5 O. W or was awmnra ane °zfhea 6y aamh ng a.m Yhic, pu61 a aommmw, am we 4B RIM 2i 0 N a uoas ma be romew 'a En n-r aoa ao, warren„ m, an mszm nzd,zra •e p, - I O ^ ry .. •r . J 17.T= wows h snag be h pcuibar ro n74, the , appmpr am aNlrua I r m tyazuumon 3 5 V cw on ae an t "os rem: ro mm� wRna nnuhm yada. \ (EXI SEWER @ 7 -I % 11 Numb- a„a wauon of sae sewers aM1own are app,ux,marc only aM mry be cnanpw u LOCKING CLEANOUT F 1255 BOLTS TO LOCKING .LEANOUT O.F.CO. 4SA q unng mnnru -,on mnsnnor sna "eery ,.nF "mr wM1en axon Imuom an BE PflOVIDEe O CLEAN IN RATING - H -20 .. •�B' BUILDING 7 m CLEANOU SAONaPfl RRVA TEAPRO P ER T Y - � EXISTING F.F. .: 21.50 I Q U " " O TO BE 6' BELOW SURFACE WI5# �fi��� imam cf to fcc scpmar "n bemwcn alt es ter ane se w- lino FERROUS SCRAP ATTACNEO. / ,t7.7.:,:::'. be be fw " ,a VAL vUE sew emri., ane ,he enp�nmr poor so - —2' -O' SQUARE C ONC. PAO • ? / BUILDING #6 w S IS ❑ shallM the mmm rapers h o ens re that no coon us east between samsary scorer \ ' � 6 - 45° REND : / F.F. = 21.50 I - I m Ina anJ proprcca or ex wing p mns,rvaion WYE WITH 6" BRANCH \ COMPACTED BA FILL Y I N m p F 16 Tee tlano - ae sevxr as we bu Wmg tynnzcrbn ^ O I. h sN M N - fy Ne wlcphooe tympany, rbe gsa company, she I—I N� v � I-I I INSTALL WATERTIGHT PLUG - SS ° N power corn N I p p o wns,rvawn m W r that ow- wln,a 1 8 4 I i \ g m a, prepare ry P of sour rap -roe uul„¢ it she be ,M1e -.. '� d mmnu,.r • pore it ry o coo re these amid , a eunn wmsru " w I O O U < O LIMIT OF AY - D ■ B. all mmnoles fo hove mMimum "1 2 )eel or rubble coq s' of pe" gavel under IM bore. ITEM FOR P PIPE LIMIT OF AY ITEM FOR LLEAN s All mmn Imes w be °e 4 nt7,.. n z fens a fn ?: bble cord 6•. I %.,,,, ___ CITY OF TUKWIIA wV h iq P l p i a mmer all grma. cote m nv. nn na. a d onmpnnbn a no ala.a 71 "XS" LOCKING CLEANOUT DETAIL - I / C N : ,,,, PRO ED v 0199 5 NO T TO SCALE / !VICINITY MAP ` a n _ / / (NOTW • yt • \ � o \ ' � � , _ -__ -.. as \ ' _ _ ._ N n TTLF I�Ii \ i3wa shin g to c 9 8e5 5 "w C 0 LEGAL DESCRIPTION �`. a 53 ' �/ EEIVED � �p C O '- r '" - . 4 s — �� 0 , 3 5 ' crry o f Tulcw YI m J I _ : ) ! ' z ~ r { ,, All WI t « m I property , e n err, Oma y or King, Sias, nr Washingon. being a portion of ��� MAY 2 5 1995 C ' `7 ' - I : ®I ,, Gov nn nt and a pot ion of the Southwest quarter r of the Northwest quartc of Section 10, „ 1 ', ,_ \ 'i +- ..ri ' � , - -� lb, "ship 23 N°rIM1, Range a W M , a ttl n pore on of Guventment Lnt 1 and a p of the _ _ PERMIT CENTER I \ 1' }- ' !_ �'. c _.s.T - 4 � } i _� /9hl , ` . ` - _ ,\ Southeast q uarter of the Northeast q ua rter of Section 9, Township 23 North Rang,' st W.M., a nd _ ti 1 ,:,,,,., I 7 a � :. . . a _ �: �E �. � � ,l e n,� r S ITE .^ ° H ' - A'R -' , , NING m n p,i m Rxl I. T d at right angles from the Ea � � _ I � h , of M C S IN '' I Connor Lie Survey of I r r . SuRe 11 v nvey No, roster Interchange to South 118th --- MAY `L ` i o % ._ y ° ^ __ Slrcct ai Htginway Engmccr's Slah°n CMW 26a IN1, — - �� - '- s, 't . :, I . ,' ,� ' •. +I � a THENCE from said POINT OF BEGINNING along the wasted) rte or ;am. condemned by th State RVEY DATA �_ UD W O T UY. ' B i �, `14 \ ` - — cj• , ' I of Washington In Superior Court G nsc No 646697 South 07 12' 12' Eas 59329 feet to a p SU O BI ` /; N ° - ' Iz ° se plan evie :::::.:rrdli b the Public J _ • n P HY" , r " � F •f ' • • , , ,> ° :: the ng L t ow:ry line o f the lands conveyed to the State o any Washington b decd ree°NCd In volume BOUNDARY FR.O!:i A .L.T.A. SURVEY MAP BY WILSE H DATED 8 AM. AY C «' • pi tnn The s lieu e r r a ` �• *° © Ix �� I - -T Y r - 3560 at pat 462 (A. F. #9978335) King County Ruortls; 7/28/87: VERTICAL DATUM' U.S.C" a G.S. MSC. BM #. URS 332 -6-II. kS Department fOf cOn • e with Curfent �■� o '' -i '7 1'" ' ' ' .,' ' '''''' ' ' 'l 1 s� " IOGW��HH s; - ''I ` ��r W )- F ,. an y THENCE alon send n g h bo( way hoc North 58° 15 I$' Wcst f,10.35 Is:et EL. = 11.58 _., CeptanCe Ile erfOPS // 01 i e = •. - .. -. and omissions whlc a .t aute violation ° - :, _ J I THENCE Noah 79° 45' S 2 W cs t 3 5922 fccr TOPOGRAPHY FROMBARGFiAUSEN CONSULT ENGINEERS, INC. dN ado red standards or ordinano" er ' K- ©,l C n a - . '�_ �� ? e ❑. -'3' II4 THENCE from mngene toss: b:,ars North Sz° 3r l n^ weslon me arc Dr a carve to we right basing a P esponsibility F, m /, _ I° I_ 'lyn -_ rt dui e/ 31888101 / 86T H ROUGH IO/14 /88AND1117 /88" 4 9' w " W M ')j I _ .= „ k 91Gu V.. rea f Tas 60 [cat an a eemmi angle nr w° 1e txl anare Icngtn o[ aso76 fccr for the adequa o t desi with -2 < . ° • , /.- Q C ,^v !l 3 : • - ° j — THE tangent tangent w the prcccdt,g crest Nordt d8° IR 30^ w sl, 373.sa ffeet; the designer. Additions, dele rev isi o n r ;�JJ^^ m V m �� � d v l a IL '\ Pi J ' ' THENCE North 11° 1S' 3U' East 10179 feet "nva nr lass la lho ordinary high walcr hoc Df me these drawin aft this de will voi t -- r,• -�- ",e ;Tt 1 . , �' '",, , �' 1; ~CI ' „ r amtannsb.2tscr as estaenced b he rte °r � egr:mtion , . , acceptance a nd wil requi submit o f r ' sr ,,-'3 _ gy " a s sk - - % , I • ' , Q ' THENCE easter a long sat O r d nary h gh ,,. im h oc t , inl wNh Nis wcstcrly line of the - revised drawings for subsequent approval. g e 2 ; . DT p E•' , et CO rn . I ° I,a - „ '� !N rn ''' Y Wntls conrcyetl to S mte Washington In S S H i g hw a y No 5 -M by tlee<I recorded nn - _ ''ww < v W r1 4 W 't'1 �' ':; "2 Vowmc 4787 at l a a ds of A.F y l a nd K n • i ® Fina acceptance is sub ect to field Inspection b • g&I 4 -' / p ^ e^ 7 l , \'� ' ° \ 5\ f.Y � "i■ " `: • „^ ^ s _ THENCE along lass the said westerly line and westerly line of lands condemned by the State of ' y Washington in Superior Court Cause No. 6466 ')], South t l° 2 4 ' S6 East, 36SJ2 feet more or less to the Public WOrkS utilities inspector. �y�TI t " 4 0 11 4 . - Date: H/.17L'II .__. / / err' I. I _ L ' €]s e . ,. r aL CK �- I� he POINT OF BEGINNING. - ' - •r• -W / a ,�/ ' /� / ' Lt) '; c 4� , .. RIV - s • E ARL GT rJ . � .t . —/ STAMP ..,., WATERMAIN EXTENSION PLAN LEGEND . , • - w EXISTING WATERMAIN - - — PROPOSED WATER LINE � • J O - - °W PROPOSED (FUTURE) WATER LINE — i ow 1— REDUCER AND GATE VALVE Cl) `1'-- h" � � INSTALL. EXISTING - I BEND WITH CONCRETE BLOCKING ' I I o m ; I - A = 6E TEE IMJ *FLl V# w m � 1 - 6' GATE VA VE IFl •MJI , - COE RITH GATE VALVE AND I # o m A 22 LF 6' DI EXTENSION ® f j// INSTALL, CONCRETE BLOCKING I m • ` I - FIRE HYD- ASSY. (� `/�/ ��// � 1 - 8 6 TEE IFL) J m WSTALL INSTALU I • PER DETAIL rI � -.. 8. GATE VALVE (FL •MJ7 � m CONC. BLOCKING ® � H / 1 - 6 GATE VALVE IFL•MJ) - 8' ADAPTOR (FL•MJ7 I 8 6 TEE fMJ •FLl I - 6' GATE VALVE fFL•)AJ) e'• 6' TEE ( MJxFU PROPOSED FIRE HYDRANT ao - M I 6" GATE VALVE (FL•MJl ASSEMBLY m °wA- WSTALL. EX - . 30 LF 6' DI EXTENSION 20 LF 6' DI EXTENSION 25 LF 6', DI EXTENSION y m • 1 - 8' 90' BEND LW/ (-FIRE HYD. ASSY. EXTENSION DETAIL (-FIRE HYD. ASSY. PER DETAIL -FIRE HYD. ASSY. PER DETAIL »> •G • •CKWG CONE. BLOCKING : CONE- BLOCKING CONE. BLOCKING - -- NEW SAN. SEWER o ��� State or Waslmtgton by decd recorded 2 5 I9 j / • d I-8 TEE FIRE HYD, ASSY- PER DET ® 1_1 IFL•MJ) �• 1 S WSTALL" CONE. BLOCK 2 4 � CONC. BLOCKING I -B' TEE UJJI 1 B�GATE VALVE IFLxMJI 1:13 & TE tFUMJ e EXISTING ` �CC. BLOCKING / / 2 F 8' E VALOV (10 REDUCER ( (MJvMJ) 14 B" D - -s -- OM EX. I' L 8" �` - I -8• GAT 2 LF 8' D.L SPO OL .L C L�5 2 0 EXISTING BUILDING # 3 �- fMJxMJ) I -8' GATE VALVE IFLxMJI _ SWING VALVE BACKFLOW D.I. -C.. 52 1.---- CONE. BLOCKING CONE. BLO CKING �l A PREVENTER TO BE PROVIDED a SWIN •LVE BAL((FLOW PREVENT r \ A--4e LF 9° • D.I. 10 LF 8" D.t. �,• r Z ii BE DETERMINED BY SPRINKLER IN BUILDING (SIZE 8 LOCATION TO TO BE PRO • • DIN 'BUILDING (SIZE 8 / INS • Lt. T C , 2 INSTALL! EXISTING 0 LOCATION TO B • TERIJWEQ BY / / / I -9• TEE ' (MJ) \ • i li ! 2 G - _ 2 C F CONE,` ASSY. • ' DE • - - CO EXIST. 0 S / C A `(I' r� / (STING/ ' �/\. /� C~ rr R n CONC, BLOCKING 0 27 LF e i . l . •i • z D (MJI f �-` ^' �� FIR ® / N W p INSTALL. EX, gL•INST., EX / ; - .a \ / ` ��FOR THIS OF PERMIT L c � IS LF 6" DI EXTENSION 3' TYP. � / I .' GAT V A M J•FL �. \ . J• U u II E I - 8'•6'TEE ( MJxFU C• I - 6' GATE VALVE ( FLxMJ) IN57 cc y S� � i, - I I NCBgLOCK IFL•MJ / ' � A,LLyEXISTINGI N EXISTING 12' WATER W G co pBe I - FIRE HYD- ASSY. PER DET. T NG, F 0� CONE. BLOCKING - // / �7 \ I - 6' GA EX. • 'r , Q' Ant _ a " / \� I7 LF POI EX SON I ° �O EXSTING // f:1:‘,..------:,_1:-.1:---h, CO NG IRE HYD. ASS T. / •. y NEW SEWER LIFT STATION •1•• SWING -VALVE BACKFLOW XISTING \ // / EST LOCKI � � .T. ?� PREVENTER TO BE PROVIDED 2" WATER �,. / / - c / DOUBLE CHECK VALVE IN BUILDING (SIZE 8 LOCATION TO SERVICE (TYP.) �' /( _: 52 C 2 � \ ASSEMBLY IN CONC, VAULT gE DETERMINED BY SPRINKLER I S ' I , PER DET., SEE DETAIL \l�F DESIGNER( TYP EACH BUILDING _ G / � f _ \ - SHEET 2 C, 3' TYP.�� �E 8 O` / EXISTIN"•- // / EXIST \ � _ / W - �� I EXIS ' .I I I ND I R INTA ISLLST. WATERMAIN d _ G EXISTING 5' / BUILDING #4 / y U\ — � � . 13 �� • •• 27 LF 8' D.I. `, . INSTALL• EXISTING / •/ / N� W ` \ 10� t /4La° 8E D (MJI L I- 10 TAPPNG TEE h d • 8' • 6' TEE (MJ•FLl 2' EXISTING �q O E xFL) 1 CON,. BL I tat TAPPING GATE VALVE . dt EXISTING 10 LF - J. y 4 LF 6' GATE VALVE IFL•MJ) SE VICE 3 / \ -. WSTA _.�� t ° .� � IFLxMJI e° D.I CL. 8'DI 1 7 LF 6 tll EXTENSION 52 2 FIRE H7D. ASSY. PER DET. EXISTING / J / CONE. BLOCKING SWING VALVE 9• LOW PREVENTER • / // I e GATE VAL E xMJI ��� , C - er 0 j CONE, BLOCKING � C.'•• C.'•• m,;ff/, - CONE. BLOCKIN ` 41 N - . 74 LF 10 D,I. �� • �y .` , '- LOCATION BE DE E / / �ti EX 34 LF e' / iii.,,,,,..., 4 S z'jFkl �\ •'u - _ � • ibia � O' SPRINKLER DESIGNER) TYP, - `r ��J //; DI CL '52' - // Sr ,t ; - 'ar' 65 F I0" D.I 6th :S + . INSTA L± E EACH BUILDING • // // �\ r / / _.._ 8 LF 10 D I. ._. I I I SO • 1 �, 2 r` •1'' 1-8" TEE IMJx ■ _ EXISTING // / ,: / S - • _ _ IN' ALL EX. NC. BLOCKING a I BY GATE REM E� / pX 35 L ��jl _ �y rang � CO \ O F - 4 PHASE // I MJ) E% \ L 52 ..: �_ I. 6 } � IRRIGATION Tk (" co .,` 1\ 8' GA TE VALV LxMJ) 0 L F 8" W GAT EXISTING / s' ` •� - B TEE (FLI // \ 6 �i ieRfS 15 �y EX.I2' 2" SERVICE r` - e' GATE VALVES fFL•MJ] // CONE. BLOCKING PLUG INSTALL . IL j ° • WATER d r� Y '✓ 1 - 8' ADAPTOR IFL•MJI EXISTING //X EXISTING CONC. BLOCKING J) 6 IMZELI — ' ��r � _, 4 ADS DI:A A IPE FR C , f / �/ BUI LDING #5 1 6 ' GAI�VAIyE (FLxMJ( I �� 1 DRAINAGE DITCH L 0 F CONE. BLOCKING P GJ, //' 14 LF 6' DI E% ENSIO(;1 a, •V INST. ' G // SWING - VAI VE BACKFLOW PREVENTER U I FIRE LUGD f J) Y. PER DET. I�\ I "> • CD 1 - 8' • 6' TEE (MJ•FL) s., / TO BE PROVIDED IN BUILDING (SIZE 8 // CO NE, c e G 2' WATT- METERS Q'•i C WITH 2' ATER I - 6' GATE VALVE fFL•MJ) O - /� - LOCATION TO BE DETERMINED BY � �• j "1 ' 15 LF 6' DI EXTENSION \ I // I ST LU EXISTING I FIRE HYD- ASSY. PER < SPRINKLER DESIGNER, TYP, FOR ° // 2 WATER S ' ITYP.1 SERVICE I ® .0 DETAIL C 1 -6' TEE (MJxFU EACH BUILDING cx _ 39 3 ' I irI 9. N / / I -6' GATE VALVE(FLxMJ) = I �' COUeLE • ETECT - vAL I E a S2 EXISTING / I-6' UG DI EXTENSION D h j// �± PL CO CIS ® NG #2 �� / w T. 3a Am / // /: CONE. BLOCKING / F.X. 10' W • TER I <O ; Ili r f G �G WSTALL EXISTING -/ ./ .EXISTING 55 F 8' 01 CL. 52 / OOn k/ T 8 T EE (FLI " °' /.1ST • EXISTING E n 7 INSTALL EX JI END : 1 8 ADAPTOR IFLxMJI 8 GATE VALVES (FL•MJI \ 55 LF 40 L F 8" D.I. jy �I I' L C� d CON C. BL CONE. BLOCKING B (M - -- CC i PHASE- I-8' TEE fMJ•FLI CONE. BLKG. R ,, . 0 ' 1 '� e III W I -8' GATE VALVE IFL•MJI I Y * _ / j / \q � STALU (EXISTING) CONE. BLOCK • • 'A ® e \ XI T/NG - I - 8 GATE V ALVE L IFL•MJ) I I _ •• / \ IO I 8'D,1. O -� INSTALL! EXISTING 40 L 6' D .I. EXTENSII.7N / CL 52 — � ' I-8' CROSS Ds' 'F' I F HY ASSEMBLY �. W �. • 4 f•/G7 \ n : 2-8' GATE (FL.. CONE. BLOCKING' o F F ®2 50 �' s �- • 6LF -8' D,L � . 2' WA ER O i SWING VALVE grJ I SERVICE (TYP,) I .. INSTALL +EXISTING 4 TO C BE L PROVIDED E N I :2: o = G I - 8' • 6' TEE (MJ•FL) W /,. i EXISTING ( SI ZE 8 LOCATION TO BE DETERMI I I 6' GATE VALVE IFL•MJI BUILDING #.6 BY SPRINKLER DESIGNER) TYPICAL �' FOR EACH BUILDING i W IS LF 6 DI EXTENSION - � � � e L / INST•LU I 1 -FIRE HYD, ASSY, PER DETAIL - EX, I -8' EE IMJ• LI I • .BLOCKING % INSTALL +IE %(STING) 35 LF - 8 ° ATE VALVE lFL•MJI _lit rTA f 1 8'26' TEE (MJxFU 8" D.I. CON . BLOCKING I .- F N • $. ` k /S• 2 0 NC 6T B I END TENSIONMJI COCA TIONLVE BACKFLOW P REVFN R ' -., 0 m lir N G • A x I -FIRE NY 0.' ASSY, PER DETAIL TO BE P ROVIDED IN BUILDING (`'IZ 8 p 1 - 8' • 6' TEE IMJ•FU 4 ss -" TO BE DF ERMINE D B W a m I - 6' GATE VALVE (EU./ w A • 1 +1 S ) - SPRINKLER DESIGNER) TYP, FOF - I EXTENSION EXISTING W E I -8° TEE IM,FLI E • CH BUILDING I i o o ' u - 1 -FIRE H'11. • SY. PER DET. G8 LF 8' D,I 3 - 1- ,1 ATTE VALVE VI C PROVED ILA f LOCKIN 58 22, -< -, _ -• C. BLOM. � . I V ' J UN�71985 C r. F INITY MAP F B " - el-. I '•, NOTED H • aftIMrlf VICINITY NOT TO SCALE 9 2 LOING DIVISION `-I. , . �' . -- ° -- -_ — _ 0 "2• 4 '' .., ■ 'F D E "52" T N m F ... ,, d _ ._. E ms , .. ` —„ :,.._..` \ :_ ^ *. Lurce ___ S.R. 8g• 2 7 - S - • 1 5 $ INSTALL'_._ i / Crmv �TTL <I:11 =i ;Washing 59 9 is ? ' i I I EGAL DESCRIPTION s - L W b' 6EAI I y ` 7 n / Cl • ` c C ¢ '..t — 3 : I • INST• • (EXISTING) Is J d .y L ot 6 a a port on o the South.. quarter ul the NorNorthwest t quarter of Saaion I ' U ' I n'�� d _ `� r • I RERECEIVED IRECEIVED a : : > s F 10DI CL. 2• '' I S BEGINNING t p IMI feet d.atznt wcstmly when measured at right angles from the East - ' , . ° " ;H'( Ul _�. • Street nt Hiy i ,..iy Enginci. s Siatiun EMW 2(. ion �� eta _' { ,: %- \ - ii :. I � THENCE fr m sail P OINT OF BEGINNING :dung the wul. I; line of lands condemned by the State SURVEY DATA TUK . i . 'p S I I I t�++� 4 „ � � `0 . '- I f Whi of in Superior ourt ame o 646697 South Or IT 12• L 59;29 fet to a oint on a st, e p ?l 1Bl_IC WOHKS N i d ^ 11('''' + rl , - ., : %.-8,- ; ,i . • j ` } , . �, I I Bale . C C N The - - shave been reviewed by the Public C „ r : 1 A },, -,� ;(, , •Is =. ,� l the ngN of w Itne of the lands conveycJ a Irecorded in Volume BOUNDARY FROM A.LT.A. SURVEY MAP BY WILSEY 8 HAM DATED 7/28187. - � ( � .\ • a ! � : �� � „ 386D nt Pac 4(� (AF #417833 King County I2cuxJs VERTICAL DATUM' U.S.C. 8 G.S. MSL BM #URS 392 -6 -I I. Works Dept or cOnfOrmanoe With current yI� C I I ,B�@��� � �Y i � g y _ EL. = 11.58 't standards. /weep • is subject to errors gyp N � c S � � � Jr '� THENCE alon saitl n ht of s va l uw Nort 83° IS' IS" WexL 631135 lief; _2p, i " I O M. - \ `.., / s,. ": I - , THENCE North 79° 45 52 west 359.22 feet, and o - •ns which do act au - e r o',ation:. Of N :.. :. • - • r - - TOPOGRAPHY FROM BARGHA CONSULTING ENGINEERS, INC. ON 8(3/88 ho IC - I / , '• • : ( . THENCE from ta n g ent that b ear s North 82• 32 90" West along the arc of a curv to the.nght having a a do p ted atanda • • ordinanc The r- s.bli'ty i 1( ` Cl. ,, � '(.I 8 1017188 THROUGH 10/14788 AND 1177188 _ 0 1 yl . ' ^ a, _ � �'� radius or 74s 6o feet and a central angle or z4° �n 1x1', ana are length of 4so.7G rect for the adequacy of the • • n rests total) t • lir ti-- t I � " x w t l 5. v., , ., y am 921 , - � g r d Y / i Iv l I i • I a - r D • , THENCE tangent to the preced ng curve North 48° 02' 30• Ww , 37384 feet, the desigD , A (}Ions, delello f reV1r 1 • . • m - 1 , . V ) ILA y 7 ;' „• rHeNCE Nenh )i° 1s 30' Est 30 74 reef nt m the nr dtnary h igh wamr 1mc nr me these drawin after this date wi I - ❑ ° y r. V ': I - x „ I o '' '•: a WV M.. .X • u r "" Duwam sh River as evidenced b the line of vegetation; J ` I .. - I a ,-.` 4 ,, , `��...•.. r 6 i acceptance and will re q uire a resubmrtt. _, _ e <' vi �� "'�j( I ° fQ THENCE easterly along said ordinary high water line to its intersection with the westerly line or the revised drawings for subsequent a rov, •A T ,I I "', ® It1 "�� S etioi - ' a s a ) Ki hg Coa my records, FI'IaI aCCB }BnCI - _ _ Public Worktiltar, � az rJ '' 3 ; / „oy 9 i _fya r� 7 ..� pj�-- , �r7f� _ 1 .'�'tw� " .I F U PI sraw • Lt/ IEX E.i m y FIRE M'DRNRT TO SE PAINTED WITH 1WO COATS OF "RUSTOLELM' WATER NOTES: .659 YELLaW GLOSS. MIGRANTS TO BE KELLER :A -24015 OR �' �\ MUELLER A -419, OR EQUAL. I. Contractor shall verify all Crusting utilities in the Geld. 1 HYCRA3dTS TO CONFORM TO A.W.W.A. SPECIFICATIONS C 502 -54; SHALL BE COMPRESSION -TYPE MID SHALL PAVE 2 -PIECE BREAK- YHATI LAL SUROR MG 2. Contractor shall notify engineer a minimum of 4S hours in advance o[ a0 requests for staking, TH BR LNG FLAME WIEWING 'MI ALE AT THE GROUND LINE OF so .I1 1/4 ° -22 I /2°•30 ODI DS testing t is STEM. ®i5e HYDRANTS SHALL CONFORM TO CITY ORDINANCE :RECTED By FtFt. 729. IIPH i. Contractoto r rs raponstbie for control rcqunetl at the time of sinking. DI SIIC DEPART TO FACE STREET OR AS a. Contractor shall Tarnish shop drawings for approval where required by the detail specifications 1LQ• OE PMTNENT. (� and for venation from the engmccrs design. ` HYDRANT SHALL HAVE A SELF -OILING DR NN Y SOVIET � �13r•i�1 • WITH FACTORY FILLED RESERVOIR, HOLDING APPROX. 11111111ELIMIIIIEWS11111 i t i. • 5. Contractor shall install equipment in accordance with manufacturers recommendations and TWO tl' RING EA r �` 18' 8 OUNCES OF OIL. OIL RESERVOIR SHALL HAVE PO7 ®iLml�y 5 i2 hu ' EI LESS THAN THAN TS. THE UPPER STEM � � ®® 6. Contractor to furnish all materials W D trot #125 specifications. l is _ j SHALL NAVE A BRASS SLEEVE. dnl .i In / iilf•Cl1111i1t'9F1[11 6 8^, 10 and 12' ductile iron pipe class 52 .4 \\ 7-''' S"" V 'Ai \- \ "'' ! _ .;' i \ `vii ` � v . 4 , --_ ®® E� CONCRETE BLOCKING rrf1 S. Mueller gate valves and Fire. hydrants .: . - A '•.'• Q T A rEliti{EI {L#L ' �GNOTS 0 ®i�IDIR19 9. Cut and live taps to be made b contractor. ater Distr. #125 superintendent and TAP INS. B' ANO LAR GER I b I MA Hydrant S MINIM. 3' N10 Bk1F(YRCNL IEQILfB • no in 'I � � Y i. MODILM 10r �'Y��ft7�'{IiB��_. engineer must be Ufietl 48 hour advancer 1 i 10. Cast non mechanical joint sleeve couplings required. , I II P � ��� �� �� • ° a U. Mueller H-615 to sleeve with flange outlet and Mueller H 667 to 4 1 I/ � {) • tapping E g tapping valve with �i � , � ' • ' ADDING SLEEVE WITH . TAPPING VAL SLOCK'�t � O R.#IIl6is7311['SII�0.3111I{D mechanical joint outlet required for live taps Any exception must be approved by Water MU E OUTLET Wd OUTL LLER X -GIET. FLANGE S OR AL FOR { Q MUE 6l9 t �'A�+ ■® I 1� SEld• C'It6IlI t.� " AND PIPE GLANDS ./ m " District #125 supenntendem LLE R H -667 �� 1 GALVANIZED. THREADED RODS ° OH EQUAL DI AND CI. MUELLER N 6l9 FOR AC. ; FL TE E VERTIC BLOCKIN MR 4S CELLOS 3 m' nd 12. Contractor is responsible for verifying all existing pipe types a sizes for couplings, mnnstions, __ _ NOTES Ma1R \ cut ins, and live taps. N ROYA OTE. C SST WITH STAYLESS INSTALL STANDARD 4 %4 _• _M _ - . � � �I(O. i� T sE STEEL FLANGE IS ONLY CONCRETE VALVE MAR : I' L � J R = m II�L __ ® NOTE :2 t I • i ; 45• ' 13. 3-12 foot minimum cover. APPROVED EWAL. SEE STANDARD DETAIL N0.5 a: +' K I G *E GRAVEL OR CRUSHE• NNE IRRIVACSI m�l� ip ' S 13. Developer to pay for state, city and county inspection fees "A �' -) �1IN iffl ® � • ER� // CroRrz 15. Coordinate meter location wit Water District #125 superintendent A. HYDRANTS SHALL BE EQUIPPED WITH TWO 211r N.S.T. HOSE PORTS AND OAE'4t. {E9�T1�L7LA �I �• Y % '. u � o y RAVER DISCHARGE PORT PM SHALL HAVE A of PFTITAGON OPEN -LIFT OPERATING KIT. • 16. F hydrants and mums to be operational prior to commencement of construction MIGRANTS SHALL HAVE A 6" M.J. ROTTOM CAAECTIDN AND 51R" MAIN VALVE OPENING; NOTES: l v 0 � R e 1]. N h ges to be make without written approval by the Water District #125 superintendent SHALL BE DESIGNED FOR A 42" KW AND SHALL HAVE 18" 0900E GRADE LEVEL TO PAR- 1. CONCRETE BUOCRING BASED ON 200 PSI I ° J o g r PER DISCHARGE PORT. PI(ESSLRE: Aim 2500 PSI CONCRETE ` A. B. TO BE U.L. APPROVED AND HAVE A T' OPERATING NUT. 2. 3/4" 0 RESTRAINING RODS REQUIRED I P o. • ° .0 = 1C R f to c onditions and standards (Cr all remaining notes and details. - TO OFAD MEN PER FIELD r A C. 18" TOP SECTION CAST IRON VALVE BOX WITH SLIDING. EXTENSION (RIOT W /TABS). REQUIREMENTS a ° A ' G J .a ' -.. - - D. 1 CAST IRON TEE - M.J. X - M.o. X F.L. - A _ --.I C 19. All Water Construction hall b C pleled in Accordance with Paler District #125 F. 2 -3 /W' COATED STEEL SHACKLE RODS. vERTICAL BLOCKING FOR El 30 ° , 45 P fO 9 D° Bt?m5 Z k 2 2 1 1 ° . � 0 wh (n Ond ih hewer CIt S more Slr I TukwlD ng Peunbl. R. ic Works Water Construction Development standards • ° G. IL CY - 1 :3 :6: CONC. MIX FOUR IN PLACE TO BLOCK MAINTAIN CLEARANCE FOR BOLTS. N o H. MICR/WY INSTALLATIONS TO BE PER THIS STANDARD PORN AND REQUIREMENTS OF TVIMILA C l e m - it MUNICIPAL CODE 14.24 AND CITY' ORDINANCE V29. - STD. DETAIL No. 3 - CUT INTO EXIST. MAIN DETAIL FIRE HYDRANT CONCRETE BLOCKING DETAIL • = at'F 0 O .. , N.T.S. N.T.S. N.T.S. ...- - m = W CI Z I C C ai D.S.H.S. APPROVED DOUBLE DETECTOR CHECK VALVE ASSEMBLY ••••1 M C HERSEY DOC -II OR FEBCO 806 TYPE YD OR APPROVED EQUAL. " co 0 CONC. VAULT- PROVIDE SHOP DRAWINGS - 8' DC AI, TO ENGINEER PRIOR TO INSTALLATION MIN 10' - 6'6 C Aaa) • W SIZE TO MEET MINIMUM CLEARANCE it' ��/� W 12' -10 GO°B.J O 0 Q 2- FLANGE COUPLING ADAPTORS, \ �^•+•(- FIR{ XYp {AMT _ ROCKWELL 912 OR EQUAL I F � L 2- MUELLER GATE VALVES, _i !1L J ' MIN ® f. 2f OYARO I I i .. POST / O PLAN \ t .Q I __J - •f ,C /.. . Oft. 34'X34• MIN CLEAR OPENING S. I I I • • t W/ GALV STL LID FRAME PER AASHO H -20 DESIGN LOADS I c PLAN t)+°' LID TO BE CENTERED. 1 C 7 CO O MIN CLEARANCE TO VALVE 1 I ▪ y Yom+ WHEN OPEN C a� L J co MIN 4'6 10•13 io FIRS HYDRANT GUARD POST WATERTIGHT GROUT C0 B•0• T IL 'post to valve distance N ,� ALL VAULT PENETRATIONS 3'fi' 6'0•i 12 - ' 12' - 12' GRATE AYLIG AND HT OR SUMP. MPRIN OVmE G" MIN . MIN L 9 .I• ▪ O + PIP \ i 1 ELEVATION �■ D) I�� Q us E TO D CY ROCK SUMP IF APPROVED in11QRt1 ett . Ilill=7 W C BY DISTRICT ENGINEER I -.�,A C.C.0 ,R O CD � • 6 - 1 1/2' 0 WASHED � _ 1 � I L �°'o (D • ROCK BASE SECTION CL. 'J ROT{{. ROTES, A SHA LL EAT 6' ABDYE rrrr DETECTOR CHECK TYPE - 1 • w yADir r NoT EXD rN CRArrrc AREA WARD POST SHALL BEV LONG % DIAMETER PRECAST CONCRETE POSTS OR C y ° , z. � oPE PAVExExT Avxv coon covca vxnt O: NTS LONG k r CUA_METER CONCRETE FILLED DUCTILE IRON POSTS, PAINT WITH TWO O - .4% COATS OF RUST•OLEUM N 278 20 1HI GLOSS YELLOWPAINT. I. (p RISER WIEN REQUIRED A FOR P PAVEMENT LID AwF,, d i. BYPASS NETER TO READ IN CUBIC Feet. A W W Wq r DETECTOR CHECK TYPE - 1 FIRE HYDRANT GUARD POST DETAIL a L N.T.S. N.T.S. - a a W ; a °SXa" MV. .O. ,,,,,,,....-r- (MUELLER H x HYDRANT OR EQUAL) 1 ° N 2t - W/ OIL BATH RESERVOIR c H ip • a W o m t' ago I- gI i in FINtUH PAVtMOt$T 5 m ; k Fir Cu., GUTTER _ ° O u < Oe ! 2• O C K W I •. r 1/ 1 _ PRECISION WATER. I , 11, I 1Y - MI CITY OF TUHWIfA V METER i � . 3 FT. MIN. BEHIND CURD Moat Ii VALVE. S1yONl APPROVED w ARCH NO SIDEWALK E %1575 CAST J 3 0 1995 D ,, =1 Illl l[ B� IIII - � _ 11111 III IIIIIII I L PROPOSED OR IN COMP. SIDEWALK 4.. EV6.E GaVTC. VALVe. N NOTED N m m £9 OCK G ANGLE STOP FLARREu L _ �� CAGT Mott T �.' G ft ; I II ' COPP OR MUELLER COMPRESSION I •C T 6 P.C PIPE an O. ^ •i 7 Vi Ill yr \ ti BUILDING DIVISION ti Vl a METER BOX - %T,_tIt . .LJ�GKILJfi C rO.t f HECH•JT .. � MUELLER FLATTED COPPER r S4WGKL- E ��•HC� AL. J O tHT . �I 7 RECEIVED OR MUELLER COMPRESSION 1 .S COAL. 6LOCK 10 ° MAX. env OF TUINJILA BMW r.� _ NICAL.O 2" COPPER - , CORP. STOP MECHA . ,,,_` -':. fr..[� I WASHED GKAVEI_ - R �~ m MAY 2 1S m SERVICE LINE - "" - "'o- - Q LENGTH AS REQUIRED - 3 FT. TO 10 FT. PER. GENE'. C W ROCKWELL 10 DOUBLE OVA+ f40 CWC64. GLITTER 1S M6TALt- ED,FtSCEHYORA•JT SHALL C la 00 ;, STRAP SERVICE SADDLE • EE LOCATED(1H RELATIENJ To 6TY.EET CENTER LWAEL A WATER MAIN INDICATED ON THE DIZA.WINC.S. RECEI VI=D ti y1 > c lA it. ., CITY LIM INK v7 > Y HV.,....6 T® NAVE 2 -2Y2- N.S.T. HOSE PORT 4 t -41 /a N.6.T • MAY L .1 I",,:,, N C t. PLLMPE:L PORT. NATIONAL 6TAHDARIP THREAD) O TUKVrIi I_, =, 5 - These plans have been reviewed by the Public aueuc g-i',s w ■o C f Works Department for conformance with current ® City standards. Acceptance is subject to errors a and omissions which do not authorize violations of M adopted standards or ordinances. The responsibility 1.. C Q. n for the adequacy of the design rests totally with tL K. B the designer. Additions, deletions or revisions to PA pt Wa 'yet Y these drawings after this date will void this CTF , K ; G m V m acceptance and will require a resubmittal of ' 1,-,:) ► revised drawings for subsequent approval. y � , STD. DETAIL No. 12 - SERVICE CONNECTION FIRE HYDRANT SETTING DETAIL Final acceptance , JF ➢ R o STD1n N.T.S. N.T.S. Date: Public Works utilities Spector. , ',?,":7;'''' u . , ,� CO c 2 r oT s''''>• 1a ,a 4 T w STAMP 1 a1'(p E E E #4 9, 12 "OC CONN _OPEN__ VERT. -- A Q h IY IE #4 ® 12 ° 0C VERT �� ;s ' 0 "> < 29' 0 "> <29' -0 "> # ®74 "OC HORIZ <29.-0", <29 <29 " - "> e 2 - # #4 P ) 1 "OC HORIZ. 2- # �_ —� -- w Y �■� ��� TYPE K CONN /s �_ • TYPED 1111111111111•11111 TYPED _ T� - Y )-- PE C CONN ,E - �/ CONN ' TYPE D CONN It _ _ � 1 CONN 'r VIIM—I'--------'. � TYPED TYPE D CONN 11 ,r TYPE DD CONN TYPE DD CONN ,' _ - #5 EA.FACE � � 2 - #5 TYPE D CONN CONN ® � ( ,. 8 TOTAL) >- •... 21-0 11 :: 11 TYPE B •' ' T2 Y E -0" B CONN 1 '1 TYPE CON B TYPE CONN E • 0" ( I --- TYPE B CONN 21. 0 .. I; ..` I' {. Y rn ' TYPE C CONN TPN ® TYPE B CONN � � .. , 1 +1 ' E E CONN ,�) -- �'� ,' I ` 1 Z a # 4 ®12 "OC VERT _ , - TYPE B CONN - - TYPE B CONN ,^ L "(,(P. # ®12 "OC VERT # ®12 "00 VERT ��'�- # - C' rn 3 7 ' 4 ®1 " HOR IZ 1 _II _ 'C 0 2 t_ 1� 4- 5 EA.FACE D Z Q 2 # # 14 "'OC HORIZ .1 • 14 -� TYPE B • 74' -0" TYFE B TYPE E 14' -0" i'�i�l��al' TBPE BACONN cv Cv cv • # ® 14 "OC HORIZ • t_. - -'; __ a. TYPE C CONN '1 '/ CONN • _ 1 #5 EA FACE �I 14' 0" �.����r��nl TYPE B COBB CONN TOTAL) CONN . TYPE B CONN CONN ' TYPE E CONN '��1�� —��il TYPE B CONN m (4 �O.AL) // , +I II��� ill 2 - #6 BOTTOM TYPE B CONN n�� ■1■■111 m 7 0 TYPE B 7' 0" 5 - #5 EA. FACE If 4 x 2' -6" DIAL. j fff� 5 - #5 EA. FACE #4 x 2 " -6" m ° o rh `/ • - // 7 ' TYPE B / , • TYPE E CO ` III YP 2- BOTT �� ` 11 I 1 o F W o ®7 # TYPE E ) / DIAG T YP, w 3 W TYPE C CONK CONN ' TYPE B CONN CONN >. ��) (70 TOTAL /STD # (10 TOTAL W STD HOOK ®EA END a x SLAB DOWELS # x 2' -6" TYPE B CONN CONN (I FIOOK ®EA END I{ # ®12 "OC �II #3 ®12 "OC a o ° c� a @ 24 CONN RE: A 3 DIAG. CONN RE: F -3 4 - # W / #3 DES ®6 "OC ., I .,,. 4 - # W / # TIES ®6 " OC 0' -0" •/ CONN. E A • 0 . _ CON N. 0 -0 0' -0' T & B FOR 42 "12 "00 T. & B. FOR 42 "12 "DC ' " T. B. , 1 , RE: A -3 o ,���,� RE: A -3 ® �,�� III 111 TYPE F -3 CONN TYPE F -3 CONN (RE: PLAN) • ' =� TYP. REMAINDER REMAINDER (TYPICAL) MOW r ■ CONN. RE: A -3 PANEL O CONT. FTC. PANEL O 1 ® OMIT S DOOR SECTION PANEL O OMIT DOOR PANEL O PANEL O IM. ® SIM. SECTION )( 4 - #5 EA. FACE #6 CHORD STEEL #6 CHORD STEEL (8 TOTAL) E #4 ® 12 "OC VERT. E #4 ® 12 "OC VERT. RE: KEY PLAN FOR RE: KEY PLAN FOR 0 ® <29' - "> 2 - #5 #4 ® 14 "OC HOWL <29' -0 "> 2 - #5 #4 ® 14 "'OC HORIZ. NUMBER OF BARS „/—e NUMBER OF BARS ,\E ep (TYP.) ® �� ( TYP.) � � TYPE K CONN C ONN DD T DD CONN ,. CONN K TYPE DO CONN °r TYPE K CONN / 2.-------e- CONN RE: E -4 • CONN. RE: N -4 - '! , ��_ I RE � 1, •' _ � � _ ) _ RE D -4 I ' . RE: D -4 RE: D -4 : D -4 ■ . 21 ' -0" '1 -.....Ti '1 ' � II TYPE B CONN �t II 49 i� I co - ICI TYPE B CONN •� 27' -0' ) OPEN _ ��ll 4 21 -0 Lil - III TYPE B CONN ® 21' -0° 41I -• �/ � TYPE B CONN h N� ' TYPB B CONN OPEN D -7 TYPE B CONN TYPE B CONN It TYPE B CONN [: • i,* — I) SIDE � T —i+ (80 i AL) ACE O _--_D_ II „O PENING D 7 ° a0 j ,r mi∎mmo r�rr� u1 � �r■ ui I i l I ,. i d •.- 14 " -0" i�r��r;l TYPE B CONN 14' -0' t •;I TYPE B CONN 14 " -0 I I TYPE B CONN 74' -0" (I I TYPE B CONN r7 (.0 ' TYRE B CONN f{�I�!�[:!��.• ® •', ∎!�i�'l! 1 ® ill - 11 1 {I. ,i11 r0 <r Z I co � �.� r ,,, T YP E B C ONN • � 1 �� ■• ,, : TYPE B CONN 1 �_ m ill TYPE B CONN l ■!1 <r cv L d j Ilil� ������It4 FAR SIDE 1:; �'���fH � , f II - S - # EA. FACE # X 2' -6 "' DIAG- RE: N #4 X 2' 6" DI AG. 2 - # BOTTOM (70 TOTAL)W /ST`rll TYP. �1� 5 - #5 EA FACE TYP 1 �(I ' `I�' s •- I II 2 -#6 BOTTOM - (10 TOTAL)W /STD - lit- 2 - #6 BOTTOM - RE: PANEL O ( 2 - #6 BOTTOM O O I RE: PANEL 11 HOOK ®EA END #3 ®72'OC HOOK ®EA END # ®12''OC FOR ADDITIONAL #3 W 12 "oC FOR ADDITIONAL #3 ®12 OC 1 cv ^1 W J J # ,. 3 ! I INFORMATION INFORMATION V V : - 4 - # W / # TIES !� 6" , 4-#7 W / #3 TIES (� 6" cc ,,. I - 60 T & B. FOR 42",12"$166 T & B. FOR 42 ".12 " {�� Z LC) m l- REMAINDER REMAINDER W ® -- CONN. RE: F -3 ® CONN. RE: F -3 n x �p Ili IIIIYYYY W — �� TYP. TYP. d d i ^-1 U) C6 . 41 F1LE ® 2 PANEL OEI PANEL 70 PANEL 08 PANEL 8a ; %v5 it a) 2 1 3) p �) 7 9 1 0 1 1 C44) c �� Q Y Q Q Q r de 8 C al 2 F: 4" 5 - - - - 0 1 15 (D- -_-. ____ ___ 7 8a G I ® ! 14 — 9 O i 09 74 08 08 Ba OPPI 7 O �� OFP �oP J I 0 : = m • (T'; r i -t I a W m av s I I u' 12" O.C. 0 w . 2 - # 6 TYP LOW li CC - -IE #4 15 12 "OC VERT P C - ) W Li. X ® <29._0.., #4 0 14'OC HORIZ e_<29' -O "> -- ® <29 -0 "> /� E `-- Z I— 1 NM ►,jj 1 TYPE DD CONN '.. il{ CONN �� TYPE DD CONN TYpF C CONN CONN RE: B -4 CONN. RE' B -4 RE B - -4 4 � I RE: D -4 #h 1 _.3_ #e II •E: D-4 ���'// r #4 a 14 " OC HURIa I I n > 21 0 TYPE B �/ I � 1 51M z • 27 -0" I� ` / , TYPE B FACE 27 --� # . r TYPE B CONN TYPE B. CONN CON /� ti U TYPE B CONN FUTURE OPENING O�Ii 4 - # EA.FACE TYFE C CONN \� W i - — Ii (8 TOTAL) �. # ®1z"oc VE' I 77-`. #5 EA. FACE #4 C4 14 HO'I 1 � 'I • u =i_iw•Oik11 I C NN B �� 1 1 - OPP x 74' -0' tl�2— ■='�II TYPE 8 CONN is ?4' - , (4 TOTAL) III � ® 14*- /� �/ � E /_' - . I I ® TYPE B CONN ') �� =���. ' TYP C CONN T YPE B CONN , TYPE B CONN � _ CI) if, 7�s � ����ll #4x2 6" NAG . nu 3-#5 C: // 2 {3) p6 Ca 72" 4C- EACH •��/ (3) u5 P 72" O.C. .M CH - 3 / �1 I (-Cr?) __� �0 11� 13 13 1_> (73 131 �13� 13 13 1 100 i0 I1) fItl =_ 5- 5 EA FACE �, # ALA DOWEL . S -__ - c 1111 UPF. —/ �_J ._.J �.1 � W Z. f # `II� TYP EACH FACE (6 TOTAL) FACE TOTAL (6) �- FACE TOTAL (6) �.� ( /�q,,� 2 -#6 BOTTOM 111 " 4 (10 ® AE�WE�ND6 OC Ii jYP� CONN R T YPE B CONN 7YP� P CONN ®4 LAB DOWELS COHN B STEEL j � > #6 5 - # / 3 - - #6 _ ^ Q 2 ` __ 01 #3 0 12 "OC I ®24 9 sr HORD #6 5 -#6 J _ _______ —___ - . - _ _RECEIVED - # /# _ „ (� ` - -- CITY OF 7UKWILA 0'- 0'. T. & B. FOR 42 ",12 "OC CON�N. RE: A -3 , #7 i CONN RE: ° - ° — - ,¢' S RE. A -3 KEY PLAN FOR PANELS JUL 1 2 1995 �j REMAINDER A -3 ® I I r I 1 ! 1 L( (RE PLAN) !V a (RE: PLAN) N N TS PERMIT CENTER 0 74 ilrV gj ....• CONN I• .1.1116111111 CORN. — \ ,•0 OtOv Ep FAX (208) 394 -624 8 ... \ --CON T. FTC,. CON T. FTG. A PANEL KI PANEL 10 PANEL RE A 3 S— 6 „ 0 RICHARD HUDSON 61/2 PANELS a ? 1 , , & ASSOCIATES, INC. 6"+1/2” REVEAL ppJ15\OH` CONSULTING ENGINEERS e B U(LO 'N C 1805 12TH AVENUE. SUITE 18 QF 7 ■ SEATTLE WASHINGTON 98122 j #6 CHORD STEEL . TEEL ®72 "OC VERT ` O I 7 - # VERT. RE: KEY PLAN FOR �. #6 #4 c• 12 "OC VERT. #5 0 12 "0C VERT. #6 CHORD STEEL RE: KEY PLAN FOR :V &, EA. FACE #4 0 14 - 0C HORIZ. #4 W 14 "0C HOR1Z #4 0 12 "OC HORIZ. e \, 1 NUMBER OF BARS TYP NUMBER OF BARS j (14 TOTAL) (TYP.) (P (T` ) � IC ( ) 12 ` '• ' 4 d n 8 - # VERT. ® ,_ 0 .. > ® EA. FACE a �D''-0 " > <2 9 ' -0 "> ,. i iyp e <29'-O "> (t6 TOTAL) / A -3 SLAB DOWELS ix ' r ��i� M; ;ri . , CONN. N. RE: B -4 -„_ � I; CONN. RE. 8-4 CONN. RE: B -4 IA I il; CONN. RE: B -4 ,.- CONN- RE: B -4 x. CONN. RE: B -4 ' - ,, 1� I l ___ I : 111 ® / ' III �CO -4 1 ' ." -_ 111II CONN RE: B 4 11111 I I II ) (�I 21' 0" TYPE B CONN 21' 0" TYPE B CONN . 21'-0' TYPE E CONN I a/VII': 21:1 0" # ® VERT Ir WTYPE B CONN !I� ® TYPE B CONN 411 III • TYPE E CONN 111 III' z :>- TYPE B CORN # TYPE B CONN (� 7 - # EA.FACE I) I) #4 #7 HOR AMP /\ # 14' -0" t 4x2' -6" (14 TOTAL) 1 TYPE B CONN 14' -0" - # ��� TYPE B CONN . 14' -0" TYPE E CONN N Q N N �Z ® 14 -0" (I' �• TYPE B CONN IMO I 1I W TYPE B CONN 111 I TYP. 11111 11111 ' -' TYPE E CONN IIr oil I TYPE B CORN TYPE B CONN I OPEN m 5 - #5 EA.FACE � II CONT. I OPEN {10 TOTAL) ,I. 0 \i CO -4 I� � ` / \ ' III III I m ° L,, , 7' -0" I / ._.J1 TYPE B CONN 7 ypE I TYPE B CONN .. 7' -0" TYPE E CONN w /&- (P . • 7,-0" ( III • TYPE B CONN (f_ 'I I�! 'III III��' III • (�� (� -> `- w o SLAB DOWELS V ` 1` Z I OPEN OPEN (I i! 4 TYPE B CONN TYPE B CONN TYPE B CONN TYPE E CONN 2 - #5 EA.F ACE 1 - T. S. CO\ NU 7 - #5 EA.FACE w 3 w L 1.-- -3- 5 EA � It (14 TOTAL 6 - # EA.FACE I111M. IAIU 6 - # E 3 - # EA.FACE # a o o � a 4 TOTAL ) (12 TOTAL) 6 TOTAL A -7 ( T OTAL) 0 24'0C ( ) (1z TOTAL) ( ) 4 ,�F '' 0 VIII ��� ® 0' 0 ' • Ill 1 o II • : 0. 2- 5 CONT. -0., .�II. ® 1� � _ #4x2' -6" DIAG. p I �I I i I I I # ,.. - 1. --- _. A SLAB DOWELS ,e I�� ( i SLAB DOWELS RE: C- 7 CONN RE. A -3 2 - # I MR 11E I IIII RE: A -3 RE: C -7 - _ .!III CONN E: I � 1 1 1 I �. .. ,-' th ®(RE: PLAN) t 2 # I R i �2 - #5 EA.FACE 2 - #5 EA.FACE RE B -7 • '-- 2 1 _ (4 TOTAL) (4 TOTAL) LS oi 6' -O " " MIND MIN 2 - "„ 2' -6 PANEL THICKNESS = w MIN. MIN. w MIN. MIN. PANEL 11 PANEL « i: 2 PANEL 13 PANEL 14 6 " +�" RU = 61/2" TOTAL TYP. UNLESS NOTED OTHERWISE. 0 - P.C. PANEL --- - • w N REINFORCE PER PANEL ELEVATION 2 Z ® VARIES cr PANEL JOINT o- N p —PANEL 3RD. POINT Q !A i n ti: #4 CONT. I # CONT. TOP 90' HOOK 0 EA. END 1 # z 2 0 24 "OC - P.C. PANEL " ______ P.C. PANEL r LJ \ - # ®12 "OC CO CO ( MIN. 3 EA. LEG) / /// 12 "x12" PILASTER I STD 180' HOOK < z ASPHALT i CONC. SLAB FOR REINFORCING ®EA. END r . , 1 z (0 RE \ / \ 4is VII" & CONNECTION 356 VII" ROTATE BAR TO FIT d N Q I -0 ., I / RE: F -3 / CD 3" GROUT /lo `t COVER (MIN. j \ •\ 4 - - ___-43 - `_ EA. FACE O . O R ® ES ice/ i 3• FP 443x144 1' -0" 3' / - -R TA(I4 x I' -0" (10 TOTAL) H- W i� y>.: - N ZJ i� - #5 CONT. / �i r m j � , 7 C 6x13 x 2' -0" _ _ — C 6x7 3 x 2' 0" W Z _ ^ W/4 -4§ "0x4 "W.H.S. / W/4 -34 0x4 "W.H.S. L I• i� (RE: PLAN) ® llr..�if� @ 6-GA. '® �Ir -=ilk n ®6 "G A. 0 Q W SLAB DOWELS ® 24' oc _ ' 11 • 'i ii ___ _.__ ___ 1�h " CLR 0 _ < . - (n m • i' 6" (: • 2---- n n n n n n n n n ___ C 6.13 x 2' -0' i� /" �' �5 �5 25 25 15 �� x6 x 2' 4" �5 �5 �S 25 �5 25 Z x5 ,, 2' 4" • , / MIN. 025 �Y W/4 3e "0x4' W.H.S. W 5 -34, "0x8 "W.H.S. y W /5- A 0x8" W. H.S / VAI" El e <RE: ARCH> 1 v` _ . ®6 'GA ®6 "GA- I ®6 "GA l - #6 CONT DOTTOM L - -0 i t o /� CONN: TYP G.H OR J 3.. SLR / ,/ 4 _ 4 S (' OI.IT " '\::;</ � 1 f "CLR -It V iii i� RE: PLAN _ ) �\ RE: PLP.N FOOTING & REINFORCING FOOTING &REINFORCING ®( ) / - RE: PLAN SHEET 5 -1 LOCATE CONNECTION RE: PLAN SHEET S -1 614' • ® PANEL 3RD POINTS -- RE: ARCH. FOR - RER LENGTHS & LOCATIONS. SECTION A -7 SECTION B -7 SECTION C -7 SECTION D -7 o - SCALE 3 /4' - - —0" SCALE: 3'4" = 1� -0" SCALE. 3 /4" 1 - -0" SCALE. 3 /4' = 1' 0" 6 PANEL 15 0 ., ,.. 3 # 5 BAR ` N ~ 0 ' pl (EA. SIDE OF 12) I J Z c`d 1' -0" MINIMUM I I U 0 N FREE DRAINING 12 33'.x3 < - - - - - -� I I BACK FILL FULL #4 @' 16 "OC VERT. , LL Q W 3 •_ 6 •• HEIGHT OF WALL of \ # 0 16 "OC HORIZ. - ( G ) M ASPHALT 1 -- (SIMILAR ® GRIDS 6 & 10 ) W X RE: ARCH. / -C. \ Z I' X ~ \//\ \// 4 l 3 ) 1 2 "0 WEEP HOLE I IIII 2 "CLR TO VERT. 0 n 0 "OC 1111 P.C. PANEL OF \ 1C, O IT M AX. q'_0" REINF. L 4x4x%4 x 0. -5'• NB R,\ 'cI 9 U _ IIII a r ' , �9� VARIES W /2- #5x3' -0" • I I \ \ � � ■ MI 0 4" GA. I,/ Ilia - , 3" GROUT COVER (MIN c' ^" V1 W I l l ( 16 �� / P„9 1B � _ f2x 3 0 6 x -.. .. \'�' z ( ) ASPHALT 1 IIII / r / RE: ARCH. 11 1111 D- IM. e Q r Y. / / I ( ) 1111 RECEIVED - • !tip_, ; 3'." GROU � TYP. i � clry OF Tuxwlu "1 4 W W ROOF BEAM - JUI.. 1 2 1995 A , Im �� (RE: PLAN) I IM RE PLAN _ I___ - "' PERMIT CENTER MIN. 12.. 1 -, � P � "z10" x 0' -10" -- IM MO/ - - • • • W/4 -1 "0 x 6 "W.H.S. ,. - - --- - - - . __..__.. _ 3' CL TEL (206) 324 -8160 i %�/�� /b,'l\� I FAX (208) 324 -8248 CONT. FTC; >vi„1'x I ��� W /3 - #s i._21/2. 5,2. 10" 1 / ., ;.- ® RICHARD HUDSON c ► 2• -6" & ASSOCIATES, INC. S — r LOCATE CO SECTION E— 7 CONNECTION CONSULTING ENGINEERS SECTION F— 7 O' 7 I t� 3' -0 "OC 1805 12TH AVENUE, SUITE 18 g SCALE: �< = 1 - 0" DETAIL ee SCALE: Y4" = 1' -0' SEATTLE, WASHINGTON 88122 _l I