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HomeMy WebLinkAboutPermit 6465 - Boeing #21-01.1 - Laba 1 51 VT: k- A J 41 7`1,e t: 3FiZ'SPERTYOWNER Boeing 544-2975 ADDRESS .P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 .ONTRACTOR Boeing PHONE 544 - 2975 ADDRESS P.O. Box 3707, M/S 46 - 87, Seattle, WA 98124 - 2207 NA. ST. CONTRACTOR'S LICENSE # N/A EXP DATE N/A sRCHITECT Boeing PHONE . 544 -2975 ADDRESS. P.O. Box 3707, M/S 46 - 87, Seattle, WA 98124 - 2207 'TYPE OF CONST.: III -N OBC EDITION (yea-4 1988 SETBACKS: N _ S - E- W- FIRE PROTECTION: ®Sprinklers O Detectors 0 NIA UTILITY PERMITS REQUIRED? Q Yea ® No Publi Works ZONING: BAR/LAND USE CONDITIONS? Yes ® No I I O S (o er an those noted on or attach to perm plans) :ITV OF TUKWILA Iept of Community Development - Building 300 Southcenter Boulevard, Tukwila WA ?06) 431 -3670 PROJECT: . INFORMATION 3UILDING r 7 ! 9 ERMIT NO. / ` / 5 )ATE ISSUED: it 3 ROJECT NAME/TENANT TYPE OF U New Building Additio WORK: 0 Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: • 'di "'s -' _ BUILDING OFFICIAL ISSUANCE BY: PRINT NAME: _ This 4'01 i ssuance, Ian t L 3 .6>r/ e/E , aecvme nult and uald !f 11Ie t?YQ�c S o w orld • 1_o s 004.000H:044 . .. . . . ec DATE: COMPANY: 9t 000)00q , amefCE Qr ,> • period 01 days fro ays from the fast 1175 A p ,." I hereby certify that I have read and ex l r • this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE CERTIFICATE OF NQ. OCCUPANCY 3417 S 120 P1 Construct lab area. Division 98188 BUILDII3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) D SCRIPTIO BUILDING.;PERMITFEE . AN.CHEC BUILDING SURCHARGE'> 3260 FEES TOTAL PLAN CHECK NO.: 90 -446 ASSESSOR ACCOUNT # Boein 1121 -01.1 102304 -9067 � T ON - $ 5061_000.00 n Tenant Improvement (commercial) Demolition (building) U Grading/Fill 0 Remodel (residential Q Other: A DATE ISSUED: CRY OF TUKwlLA Dept. of Community Development - Building Division Phone: (206) 431 -3670 CONTACT DATE adadijihi; PERMIT CEN _(,R ACTIVITY LOG COMMENTS 2' 0.1o..0 c ✓) /i 411116111 .14 �� ..� 61114.1MMIENI - • L�'..a l .��� / �..a. �. �. _�_ ter. �j ' �' PLAN CHECK NUMBER Gd -44c ' .. . ._.am r ....I. �.. _�.. •. _.. ... ., . t .. -... 1.. .I�. . .t.� �l / ..`1 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 C:■ ■--Alip ... �� Sly/ . • wavapair JM INITIALS PERMIT NO. CONTACTED L-eH WI , 0 0 in DATE READY DATE NOTIFIED ~ ° =Y: 1 �y� I. •--V PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING 3RD NOTIFICATION BY: (ink.! BUILDIN( PERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME IMP Dinc� SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) TOTAL BUILDING - 10'b initial review YZi FIRE HTlA REVIEW COMPLETED L 3 DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. SUITE NO. PROTECTION: ►' Sprinklers Detectors N/A DEPT. LETTER DA D. --ye— d INSPECTOR: Yes No O PLANNING O PUBLIC WORKS O OTHER i t -'ta -- qo ROUTED -' / INIT: '37 INIT: RE 06!17 PROPERTY OWNER ROETNCI MILITARY ATRPI.ANES PHONE ( 2 6) 544 - 2975 ADDRESS • ... I u i -: ' A:' ZIP CONTRACTOR , MILITARY AIRPLANES .98129-2207 PHONE (2 544- 2975? .BOEI ADDRESS p.0. BOX 3707. M1S 46 -87, SL ATTL . s ZIP 12 - 220 WA, ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT G MTLTTARY AIRPr. NHS PHONE (216) 549 - 292 .. ADDRESS • to. I u 4. - 87 SEATTLE WA. ZIP 98124 - 2207 I FY CE TLFY, 71 lAT >>I . HAVE - , : ND .EXAMINEt7:THI . ?A: ?PI iCA TIpN NANO >:KNc2 WTHE SAME TO BE :.. TRUE AND.CO :AND RRECT; I AMAUTHOF I ZED T,( : ;APPLY FOR . ::;. ' BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE DATE 10 -23 -90 G 1 '� PRINT NAME TERRY BENNETT PHONE (2061 544 CITY /ZIP 981 24 - 2207 • , ADDRESS P.U. BOX 3707, M/S 46 SEATTLE,WA. CONTACT PERSON TERRY BENNETT PHONE (206) 544 - 2975 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 BUILDING SURCHARGE ENERGY; SURCHARGEN :AM :.: : .5 r DATE•. • • ..... �:DES.C.fa.I.P:.:<71:Q.N >'�� > ss BUILDING P:ERMIRI: FEE ?< PLAN':: :CHECIOFEE <> >~ >;g RCPT: # ri rtrF .. EMEMINESIN EINEUMBEEN (206) 433 -1849 RUSSELL JOB 11$91910 -01 LP AN CHECK I NUMBER SQUARE FOOTAGE - Building: 0 (i9 SITE ADDRESS .__341.7...SD 12aIH PI BI DG. 21 -01.1 PROJECT NAME/TENANT BOEING MILITARY 1 YPE OF Li Now Building ❑ Addition WORK: (1 Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: CONSTRUCT LAB AREA BUILDING USE (office, warehouse, etc.) MANUFACTURING NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? No U Yes \\ DATE APPLICATION ACCEPTED SUITE # BUILDING PERMIT APPLICATION IF YES, EXPLAIN: Tenant Spaco: FEES (for staff use only) VALUE OF CONSTRUCTION - $ 506, 000.00 ASSESSOR ACCOUNT it 102304 -9067 Tenant Improvement (commercial) U Demolition (building) Remodollresidontial) ❑ Other: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? a No ❑ Yes IF YES, EXPLAIN: APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out tho application completely and follow the plan submittal checklist on the reverse side of this form. Handouts 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 DI.Tartm' nt 01 Community Development prior to application submittal. Contact the Pormit•Qoordinator al 433.1851 prior to submitting application. In all- ccscc', evaluation amount should be entered bylhe 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 architectongineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES El RESIDENTIAL SUBMITTAL CHECKLIST I Topographical turVey:: . • . . .. I j Enorgy calmlabons ctninpod byaWathlngton licon orOnoor or ztfthitoct •• • ..• • •••• • -••-• I 1 Working dr.lwingS,:stampod by a Washington Stab Uconsod nrchhoct, which Indtido: • 9 Site plan .:•:•.,;••': : • .. „.: • fkrolitoctur drawings • • StruGural drawings .• • firiochanicxddi*ngs Elo vat] on s Civil cirawIng0,•::::•••• • ij •••• COmPletod ulity Porki Six (6) cots of civil drawings • . .. ". • NOTE:: So0 . unlity s ub mi tta) rvquirorwnts • RACK STORAGE ,;• LII OerripieiOd AssOssor Account Number - 7.: :: •... • • Two (2) sets of • • • • . • I J Buildin g (10.)r plan showing: :,. • • • ..• . . ' . Entiry :spaco'W6Oto roars will be Joc.ni • Exit doors • DIrnonslons'Of oH aisles Tenant spaco ard 0 . • ts ,•• • •••.••• , • ••, •,,• • • • :.• 11(;)T E I ncludo dirnonsions of racks (/thigh w. and tax it ways plan, Structural cub is stamped by UWQSh engineer (radi stOra9O:6 over),. ais/os • . •"..•:.•.,,..,•'....•••' • .•'..•••:•.....•:::• . , ..."::":0'..;ik : . • ' NEW SINGLE-FAMILY..PW.,ELLiNGS/A0tigi..ON .... • • ...' •• •'...... '''''''''''''''''''''''''' :•••••••.,•:...,.. :. ,. .'..'',.......;.:',.' ...... • .„...,. ,....,...„, ; I Convict tod building' POrtnit'applicatiOnAOnO:(ai. O c'ti: structure) ' Legal doscriltion' • ' ' .''' ''''''':".'''' '. j Assossor AccountNUrnbOr , . 1 ... J Two sots (2) of WO ng:drewirigi';•w • • Via plan • . • Foundaboo;p • Floor plan:: Root plan • Building olr4Y4.,i:..4(101.)5iiY4 • '.:Building Ti Vloshington CoinOlotod Sii (6) sots of situ plans showing uttilbo '. QT Bu ik*ng situ plan and U Wity site plan nay be combined Seq Acratiotial topographica)4.0 t'Y. 6 9 r9qt!!,? ci if unique • sito conditions. . ' CommEyip(Avo • • • • • • •. Cop of9d Iuikflng arai ticiitiar■ stiticturo or , • • ONPV••••■ • . • . . • o itro On .....?:.:',:::P.9.4• .. "••: . •:•..0ci'.p r o p ' ... 0(106.0' .....;•,,,,,., ' mh. moviall)...t9001t ..' iii.:.'Oti...401c.t-+in of buI1....Y7..:-.. , • onrit K.... ... buil . br.: . 4er . . „ , • • • •-• o iiici),;:cilr')...9'17...,..::::.;;:,:•ii.,::::•:,..............,•,,,,:.;.,,: . .,....,,...:,•••••• . .• . • lootago licensed. 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'.".:•-•.'.•"•. rn to u t, 1 I . . ;.,-.1iiiii.,.inay..•,,,'::::,:::';'::::•',...,..:•:••.''': '-:•••subinit.$0./? . • • , ..: • . .•. - •';',..,_:•.,.....i•••,::.:.,,•:::•,'„._'''':".:•:•*•iyiliiii..., ......... 1:!,i,..!.(:?;:•,..:::....,,.:•-•;,..,.-:......••;.'...';',... :,..:::: ',..'••••::'''.,.:. • • ..It strUctlir P ., •••••••••:..,..: , ..„.....„ ; • ..... . porn ',..:41F5P1.1,0.#tic?!.3:1 . i':.....':. ... • ;" .'.; . ' .... ...,........ ere . • ANTENNNSATELLITE DISHES ••:".:':•:".1:' • 0).0 bui aormit oollcauo glei.a'.8631.0.11)41.m. , . is.SttUctOral: s caicu ongjnoor ma ••• an • 6n.4.,aptYcl DOtobl : • ••• .RESIDENTl • • " Complete building p ermit 'applIcation (ono for oath structuro) fo (?) cots of working drawings „ . . w inch includo: �lun&iti� ............................ tato rod . • r4k ••••'-••••••••'•••••'•••••::. vaslrgton ••':•'• • • • :. ...,.....-......,....• .•: ••.'•.'•.....!.... • , ••.• • . ,. . •..... Fc0•c(6.rn,3poipl ••• • •• - :••• :••••••••, •• . • •. , ;.•,•.... -• ......"' ' *cop:prow:OR pormit and 01ans;alust.; be submitted . , . ..,- .. ,,,......,...„.1, ..,,, . . . . :.:.'0.Oin foto I n . .....,..„ . ,.. ,. ..... 01 ono:lor'oach structure) ......'.•:.: i;. . •, . ::. ••• • ,....,....:......'•::::-. „thfrraktve d9scnbin9 oxisbng loatifnatoiial being tornovod, and H7”- matodal b o l tg ; 1pstallod, *41, NOtE:i?' 90)0' .......... .... prior to final inspoction and si9n- off of • • BE&C ENGINEERS I unctemtand that Itie Plan Check approvals a: e 'object l errors and oraissions and approval of plans ckres not authorize the violation of Ur* adopted code or ordinance. Receipt of contwtor's copy of approved pions aclutowledged. Date rza — [cjIrLzIr FEB 1 1991) •• MAHAN & DEbiii.v0, INC. •••• • FILE COPY • rormit RIMITISIMMOMMENOSMUM 1 1111111011111111111111111■ RECEIVED CITY OF Tl JKWILA FEB 1 1 1991 PERMITCENTER BE&C ENGINEERS ta:00153:CS STRUCTURAL CALCULATIONS. FOR BUILDING 21-01 OPERATIONS TECHNOLOGY LABORATORY TUKWILA BMA TUKWILA, WASHINGTON Figured By: Checked By: Approved By: SEPTEMBER 14, 1990 Prepared By: BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Document Number: 326-90153-CALC-S-1 G. Kotzer, - .E., S.E. W.E. Moor, P.E., S.E. W.E Moor; P.E., S.E. ,,,,,,,,,,,,,....--,........,......... f lo r ■ix" % * cc's, ok o' , PROJECT 13 1-DG 2 / -o/ oP 7'F CH L FIG. BY 1 L CHECKED BY X•23771 REV, 8/EE 58 & S 5 3 ►,✓ / n/.A � A 1 C EFF on) cu rr /aG oPE,V /N4 JOB NO ?' / SS 3 DATE 7- 7 SHEET � '?" OF P.S Lo L.o,AS P c�,5)u / /.iE' /6,(/T >" 6' x /J T /'J 6 f=4.,,-0 A. 4 �s / A4 � � 2s d 1 L L AI FN/ c 4-P Es14,J port Zo PSG (To 6, & P3.,17 • a,e:. we/GNr of c= 0/.I -/ i,r (4c"ra4 -) :p /LEC : o4- /614/4L 2) .. /C, c4.P,9-co V ST,TC2) Ar 3 S ro,vi 2-P /2 FDucca faR p /c,E (.AP , 4e /7 f2t::6'D .E4-A rg- Q vA K E• Gi9p 1 l ir6RAL " o2cE "S " , Es' /SrE.) ,8/ " CX/JTG` c ,)c WALLS /N- pt/ ..0/ 1 .Y G•45 " ck cgP6-c/r`/ o /4 Fog ` I "tOgb LoA2 F ---- Eg v /PM E LIJT WF/G;iT1, f /a-NT ZoLTJ PROJECT FIG, BY 3. S 7 / /•2 /3, If TE,JS TEST t c.4l D,G/1.1 126. SS 1913RASIt/E Co T oFf— s9uAre.iNC, SHE422 6S2 ? HEAD 1. A T S4 ) 6EAat.re) 13 ? 1JN,V EPJAL vuJ T co1.L.EC 7'0,2 7' - UH'DGLeo Fuel C / o.A A1IKL t - HLL 1 l 6 MA. c/f, j)ELTA FE•,2tZot1S DuJT CoGL E Cro, , Pc-cm /) e As / Li /=/t 1.1A-cf./ #SZ -613 CL,g2 1e-L /!=T S7,q- crccR. 44-aP SA 6 - Q 36 " X•23771 REV. 7/86 D� TE"c// 1'E F /s//c/' Sc o Pr. CHECKED BY W\A-- -- DATE (= o lZ 14 L I FE, EM P T Y 134 TTE L fl,9Zt t/= BE&C ENGINEERS , 2-eS JOB NO a 2 g rV • l 2DNSs 7 Es r5A'' / /lucIC1JELc. 3 A- r S Si IL. u Z d 0-b-o GRAN IYS su CE' srA -fz./a T7 I:c 6-0 43tr LA,v3, / ( f1rx /,/ /S>~ /S / 2 x /, S 90 /S3 7 -13 -90 ; ,c3 P.O. Box 24346 Seattle, Washington 98124.0346 Mail Stop: So LTS EX ? /3 OLT SHEET A Z " OF L oCATE n/c 7 e ? ' BE&C ENGINEERS P.O. Box 24346 Seattle, Washington 98124 -0346 Mail Stop: CAP 1)1 I‘ J.5 lc) S BE&C ENGINEERS Mail Stop: P.O. Box 24346 Seattle, Washington 98124.0346 PROJECT FIG, BY CHECKED BY -b X REV. 7/06 oP TEcii L LJ • 3 / " fto JOB NO 9 1 3 t DATE 0 ' - SHEET OF C k G a •tAl S .7" 5P4 PROJECT / - o/ FIG. BY n 1 e:>/e re c L A e BE&C ENGINEERS 1:■••••■ Mail St JOB NO 9 o / 3 P.O. Box 24346 Seattle, Washington 98124-0346 CHECKED BY bP DATE 8 1 ° SHEET/I. OF PROJECT FIG. BY ZI -oi eprcc / K BE &C ENGINEERS CHECKED BY VC G,9-C LoA -r7S N 60 4 --- / 6 F'2f Pc) 2- ✓exr JOB NO. '90 S- DATE 7 " ° g 3 SHEETL. OF 0 /J L`y C- P -' BE&C ENGINEERS P.O. Box 24346 Seattle, Washington 98124.0346 Mail Stop: PROJECT �' /" 0 1 0, TECH 4 , 4 (. JOB NO 9 0 X S 3. FIG. BY " CHECKED BY �[ A A(N 6. Get (A/6, -/) p` yw7-0D ' / "H, D, 2LCy.4 W T '2 8L.rins zNs� E LFGT # elE G . S/g "G /P. (. b 2. LAYERS sP,2 Ee-S. use Y S (IF o, c P SG DATE 7 ' 3 ° " SHEET OF /7 3 • Prr rp 011/1 Fo g 0 ,ni1 o IA/ S 7 PROJECT FIG. BY 2. /- o / , IL 8 - - OP T_ t.: CHECKED BY W1 SPA- N _ 9- 0 ( . 0, Crui4LL'/ LD Sp ,a c G I y- ! 6/ _ (P /p , X.7' 771 aF %f 7 /cif; 7. LA73 < 4.0 / 93 p / f• &3 x 2 . 0 - 9 7 p / .c V vLC 2 A FT 28 J.1 /DT mat..L 0.e / oe. ZL :t. p /-F . 1 77 -0 It £) EP-L BE&C ENGINEERS P.O. Box 24346 Seattle, Washington 98124.0346 Mail. Stop: JOB NO 9 0 IS DATE 7 3 ° - ° SHEET B OF._ 3 N-' hi re. = 2515 sr/Les) �gxia _ /,63" 31.0 F vuL 2S I-H0CP /3,r ph' z 4f-!l0 v,c. PA•R.ALLEL c//_c 2_41 v/JA . L. ✓N G. T yPC WITia CE/L.,, F xrENDEP73 L/Ve-G owST G F:oI't 4 0 Apr: Due To 4. °C4C./ Ea , WE* ✓/E/L. L0 tiL3/4/c.,, • •v/ uN/rs .w/cc REqu/zE 23." ace.f• oc4r1" :/3,e /PG 6: 63 : .• t f. . oF. Bit' /DG /NG OF W b' ow6: 2044 NF41a. M/psPti" rS P /AGo,At. S %PAc q�:81y /)),0 A2 /D 6 /NG SpGG //=y GE /L, E'X7 L- NS /on/ OF 607' :. VW C./'AFT CA7-4LoG Pa 7-1- P‘.. 27 CD IA) /'1ETf'i- bE ;( PROJECT Z/ ° / ' FIG. BY CHECKED BY--- DATE d!-JSJ" ; s//opr SP9N PI 4" Al- p E c SPA') -/ o c. _ II. 6'3 = 9 7 P/ G.✓' T L c q . e 3 P/F rt• = 24L x0./ = 2'3S /2 4 r- ']: 7p /F ' CeP v ti 2V- . P9 ALLoh/ Po/ . 40cA / $9 PIP cc a/✓e's re • c QFF'r_' i n/b 4' P/F L L 7. No C,7 it 6 8' R, 'r'a rte ' SF" C.1 r /v', V v . r.c.R 4 FT /8 L / o 2. PS/- -S cry? of ,4L P' U 2E6rFl- / R b Bur Ga/,eRtiNTE S bFEP J'E11 USE VULCAt)Fr /8 C.N62 * / -/o �c L,AAG - 6L VFRGo NS,a 36 I : vim' . GoNc rfh74 -N 2.o furl. - LF 2,0 v- 3 2 G.4 0 k v,S E Ve2c o /TSB 36 BE&C ENGINEERS / SP4 1 0/8/ 736° O. %-2" �.L G # JOB NO. 9 c •(- 3 SHEET .OF_ C) 2 ft. 0 p / 0 V a L'a , Lo4•1)J ..F/Qof Hi/ 4 E4viP#'1e vT PG /33 VuGGe4FT 47 4-06 PG '2.5' ST !:/A PROJECT 2 1" 0 1 rEc-4 4Ae JOB NO 9c) /J'3 FIG. BY h /C CHECKED BY DATE 7 - 3 / - 1fE'C -hY of CAP /' • q /'-'-° 0 2 g„ ',w S3 5/ .5" G.y P 2 /.9YERS I /9 % f ESu- GNgN `L 3" USE l b = 3 fiat 2&116 ElGNT o>` ST ✓b Wri PEA-b ,LOA:o n F wA LL X.23771 REV. 7/86 s/8 "4yp RD, BE&C ENGINEERS t. roP DA ST 0,D W,a L. /6 2 v v Ta OF • STUD WAIL 4- Tor op B E A r-I 1N.su4. r2q-c!c roe lboT LoSu2E PG 7'•r Pviz se fly 6��ST STuD 16, GA Z x C / ?. D 2�c 2.Y = a'7 16 uc 6" ST STLJD X 8 4/+ a 1 6" oc = iz r-2o 1,7 x 16 G A 6R AC. (,, ?'s 3-t6 er, use ✓eRr n L of w 4LC, ;8! P.fr- ��1, wriGNT F. I./ALL - Ic,.s -g 13 /'14. • P.O. Box 24346 Seattle, Washington 98124 -0346 Mail Stop: SHEETgr OF 0 1 o 3 , :. . '- 7• 16 '- 'Z.' PROJECT FIG. BY BE&C ENGINEERS o rEP L JOB NO CHECKED BY U" DATE 1°- / 7 d Ob. SHEET C /4 • L.6. AL. F (2- cE D L.=-‘ s Al F 0 R.. • re9. 7 in/tr/vi tfr/ty Nutt-Din/6 CA-PActry, tc2 La s • 0 v 470617/01J. TO c— /!r ' • a LD6' tdi-/ *WI 4 Lt S — N v i - - - - -- - - - i ►% 1 1 0 opik r 14 ; .. • - 4 , - c ".. N TG2ti L Fo PtEt 6 XIST/" ,31.1)C7 PROJECT 4� t - o / O P T L c 14 L A /3 FIG. BY )' k CHECKED BY 0 X.93771 REV, R /R6 G New AP 1NS , /tsE LDG R TTA G/ ./ To WALLS T� c to 51 BE&C ENGINEERS s µEa - WALt.S ■"1 .f 23i 130ILD/N6 PERSPEG7 VE JOB NO 5.0 l Igo = o DATE rD -/- 40 .cur op,G 3 =6 IL7LY- F R- 3 =e .x 7 = boo e— we. ST W.f4 LL . 'LE - VA r /oN C tr c.k i • oorstA ', Conk. Tn -r w #Lt.S ALL /ig.gJN.p SHEET_ II OF 44/4c 1_ P/I-A/ E LS A 20 GLr6.4 (GE tp Z 6TE2 AL Fo/ c 6=.5 Ex /sr/NG b PROJECT FIG. BY 21 of irEcH LA 2, c CHECKED BY U '"" DATE SHEET_ OF— Pr 1-1 Bj y_A. /c E pt2 cc ad WEST W•9 ( L F D eft Io 1? Ike), 2P4 Z,. PS T•Jr 1. pc .jwcO A / . jr ^0 o —c .0 �7 . S P 2 /.J!tLEr—J 21 e-N ELrcr 'L-t O rltt� /,o p.t)2LlAJJ 4x /4 R,G 5;y73 ro rA-4. 7b GLt/LAti 3 rev •Tor R1" DL 4 :4 • To TA X•23771 REV. 8/85 Vt/ F a Z `ER. K fs" 4 SI,FEA V /0 4 •`7'0 Pv2,L /,t/S /, 6 /2..o Z� Z v jS T not.. Ta Go L • 14,0,L /4- s t., 7 eP V t C .W _ of s JOB NO • /. • ;OioIs ICS F. x /74h 170 la /S3 U.E /S PSI /L Fo ie W f$t.1 S :72 /8 2 k" 4 J. 1. 1 /EIG 17 F/ T 6 x "/y A ' 2 u 2- G . S >< ./ 74. ' SS x , I$ = 3 / 7' t 7o r- � (.i1LL) 1+ Lo d" %. k / 4 4 + 3/7 = ?Cr ' /$ 2.74 " 76/ kepi /et. '! T t•41.L S USG 2 3/ c L /r, r04-c c oar o &xrsr/ /JG 44z6. /- 01 0r TE' cg L• C3 JOB NO PROJECT FIG. BY 94 k- CHECKED BY E DATE '3-1" 5 S y EA bab 7'a //3 --J /e/ T/ /.EIi2 -:O In) N PLA re Fz Cp CP '_ 0,7 /=p 0 r 3 x1 n 075 'W .•' sr r p - v L �• S r 3 3 8 7 6 /1 PPL LED A /1 rD &wit To 7'AG po2GEs X•93771 RPV WAR WEST wgLL Ei.EV. '1). lvIZ7 r -6 e, ( S + 76 ). 6 'PT/'1 PEl PA -r./tL = .. S2 2.64r * 7C, .xi31Ls) S N e R. PER PA 14 E E4IL. F-0 Rc .rE - p, -4 E G_ S 2IS 'Or S' k I E&C ENGINEERS °GoN1,DEft- 4 -s 41 W = S" u1 s LC.y nn 0 6 PANELS < fl,Q1 144c-1- - /70 k Zb.S k 6 V y, ,g3g g. Yttot .1111e7 yo SHEET c bF 08 2E .7413 G e 2 (7 I IL LR r6- _ f= ore - W /N15 i • 7 PROJECT 2 FIG. BY I I it " BE &C ENGINEERS o P 7ECIf L A S JOB NO 9 ° / 3 CHECKED BY LINA -- DATE 9'� " F 2cE g is vt / m b F o EFFE - c ' 01- W E S r W.4 LLB ; / I./ PLANE Ces X:23771 REV. 8/85 h' 7• 0-1- o, 7 7 Expo - u a. i.d -14.8 0,8 ! .JW-Aa., 0 OA o •Jrwitrt.a v 's ) 7 P..° 2 Q M p M . T - 1 r p,7 x • I'3 -r /7 S •. O 0,? `""'�"�" , 7, 7 7 LI- u P To 2-F fl, 'To sJ o TAL WIN!) F-4 (2-c- Do (?o.r. VW V - Ins zo + .17,7 !74 SHEET OF. 2,3 I / (.00 ir N L ArEQA L JcOA =t-c GA u.SE D 6 Y N6 w 41' 7 LAS 70I1DE PROJECT 2 1' ° I FIG. BY a1 1� 'wE/6H'r'' NT AREq- 41 s 4 2 e,3 A ?- Lv4Lt WS 3 W S 3 X.77771 RF'J 7 /AR o ye LA6 CHECKED BY W "-' S8'- o BE &C ENGINEERS JOB NO P.O. Box 24346 Seattle, Washington 98124 -0346 Mail Stop: 90 1S DATE ( * 70 SHEET G `�OF 8' o - A G eF G of Gr1P ,$ or 4.4' iJT ; 08,33 K 69, m u . k . P7? = ,6 n, o 5 71 rib G9 wT; 28,5 x 23.C7 ) )2./ - " 7C. WALL, WS,. x 4 8. 90 K 17 K . ,00 13 s. W10 22 , r 6 X/ '7 x, 9-•18 23 ,5 L 17 j MLA. WuI tJS I A. W S 16 Eg,C t4 ZreM WT >< ft . I 6oio 3S.+ A L, l-' 91075 14 SI AI 3. 9,r ws� I! 83.8 1�IEcN E3dcp 410. 1S,0 T 86, -K 7t To G ep Y .wo 8 ,. I ffr. 3 o tc /,8' p2�n ' 4 A • 83. 2.9 /4 7.- 3S.O 83.11 239 ;; G of G ( Fe. :h r- LATE/ZSL FaK =tES j NEW 05LD6 CAST• k.JA c..L PROJECT JOB NO FIG. BY CHECKED BY l} DATE , 4f-10 SHEET G 66 OF _._.. / _ el 7 - 2 P L f o b C, .S o N W 4 L C S F NEW ;B L D GoN 43E2 44' BE&C ENGINEERS i N DEPENOE "Jr ft..b / /I DNS /4F /M-/N fj Litt.!)/ N4 � q LTG W cP� zos ' J • #41/6" /3 i) / G /W G F A-4-1'16" s v d rc= Pi w/ T L.4T soPpoa F(2-o/y CO/VC SHEitk- 14AL -LS 2 SIDE -t *NO STEEL• f kg•c /t4' F 2 Vet::: pia C1,0) 2, 7E W = m /03 tn/ S V Eg k o, /c3 x 6'6, = B. 9 r" .5 E'S 4.0 c. A T/ o ,J O F /, 0 Pi GC. /D AtTAL e (?...1 C17 or S ° I A G 2 & E 02. S T / 1= -NESS 0 7/L7 op Al A t.- 4. 4 NoT GoNJ/DF2ED .tv,ITH , S /2 %L V g. of '. 7 • �'� - 8 s rE�L Fa a tie p L 1-s EA-ST 1 SO r i1 WA�ts ,' V E$� S' ✓ ry 1 1.'9 LC. — Vs °Ir-JT .. (dq - LL ,CoOSE'R. Or? /u FOR- n/V&J :TEEL w,a,.C:.Gs ti g c 2 3 )2. '(e) Z, 7_. _ 23 -0 PROJECT 2 I - ° I FIG. BY C1 1e" W T 2, £f' P/V e fi ''1 A/ — S. E RJG.. X.7:1771'RFV 7/141; o P TECH L AS S8'- 0 C Q fo2cEs CHECKED BY wT MEW k � • 11 , 45,72' /, y ( f. l` si,,e0T- I' w 7.19 3,7L a,)2 K 1 MET D 6 c is ZZ 64 1 'f- -/0 8 d. WEST 74.(f 7° - /, `/ - k 8 x 8. P.O. Box 24346 ENGINEERS Seattle, Washington 98124.0346 Mail Stop: JOB NO 9° I S3 BE&C DATE 9- 6-9 58 ' -a 0.2.1 SHEET 67 OF_ 4Q K Poi?. cE oN W EST f E<P f42ce PA' EAs r 4,P,E4 .60 + C,3 i - 1.1 4 0 k Epp " r_— WEST 72,2 u tic, 3 : 7, /S9-, 0 x , /03 _ /, (,L 'FL NJ / x 28 _ 0,2/ 8K 2*r • SNEgg. IN d/q PYYRAM W EST . ' 3 u I o-' 88,6 41 EgI7 ,72 K /o-a -o 39.,3 P'+' ill111=16- 5 -- 6 ' NaC E S ft 14- ' - 3 ' ,({o L Es $ 44- / i & A L. L / D 1 Pr PO PI C a P /}G I T y 690 , Lf / - % I V s r-o s ()Pp a4 TS ( r2a "f Veg. S'E) / n4 , -r sm./ 56411 M S, o E ‘,„44b ✓cie c a � '-� 5 (4PPF / x T6 c 7 4 ) N LATERAL Foferg cYti AJ-S WALL A-T. 4.2/2 — 75,2/3 FIG. BY c i r pbs.cEs t4 or 0014 PI/ 4 X.23771 MEV, 011/RE r 0 - 8 1110 atiL 7. 31 t / L 3 • BE&C ENGINEERS PROJECT 2, - b) oP TECH JOB NO `) ° CHECKED BY (AP"-- DATE 9 — SHEET C 6) 0F • 2,67 'APHR411 fog-LF 7 14 /r1-4. PoRCE ra kr oF WALL VtQW 1'N) r t410:114. r. O; Fop. WALL W oF WALL 1-1301 7_ z.y- Y. 1 z • .fz r EV C 3 X z S' it 7° 0 ACTS AT tliD NE-16Hr v 3 4. PG C ci C 7, 3 12- (; 2. 447-6- f- 0,0 6 Air • iv S EC! k. PROJECT II' C3 FIG. BY Al" Ve.R Pi)24 0-) ...1)1111 pow cuct 41.11■116101Mle. P TE.e I/ C. CHECKED BY \ASIA' DATE 9 5 66. s " S/8 6 =4 slt›c .V51_0 C D L4.1572,1 Cel-P I: $ Ifs t= P/ F rot, c 1:1)0 ErS 3 3 ...A /,v c.es F r GY PJu 4 '1 pr -/A (7... Y ) , Sitt-k" 4- / FRY 6Y PSi. BE&C ENGINEERS JOB NO D r-r V 694 1,6 i< /6 Pv 8o 1.4 reke 6-6 S 77g 4Pi - 4. F rEAs" to n) onILV r Te - 1.1.1 Dierg. TR y 8 2, " • e 4 C. eiwm 1 •6•4-22) 0,'s :Stir Rad? sPEc 9 8 S O 8 01-P .2 fq A. 1. 0 DC. I t/ 3 2 u:SE 37 A 8 A- SHEET 9 OF c 7 u c 7 if 77 I -- GF STL D //`G 44 - C t v4 c- - . BE &C ENGINEERS PROJECT Z1 - 0) a ?ril JOB NO. 2.! /S3 FIG. BY kg— CHECKED BY ti 1 DATE - ° SHEET �� OF !. $ p-o ' - X•43771 REV, 8/85 1) � STRA 1. )8 64 6_ a to Scv_frii yo 6f 2- 7) 6-Lk 5 u to Sc2EW5 ' Sc,ccw :SceeKrt teEYPD R To G vsl' 7 7o 72/t 7 sTv GuSSG r Ca VS 3 3C./LEi'"J S P� - G -G 00 2./ l 6 ,-v SSE #,e• •,» 2-0 C A' G u n' E Z s 7 a ► 6 x 3 s1rr' , o 17678 vs c ,LD .1) OV TeY WELDS N6 771 of w&LD 0,4 r p . G e c = / . zSX l i t / . = OS H ./8 69 = o o 41.78 •; of WELD - 9 %' J ,'71" r o Fo b. /2 2.1 Pv - .207Y L — /dA / yc co)c,D c^/ Lt ear VSE rc2E J u e P' S-04. T c f 3 X -13 1 )S 118 'I A- , > G./4•(', S-r-6 x'-{g tl! t 4 o °4./FT sA 2 o It. Fo.1 f Ep .t ,/RYco e197 ra. I Pd �9 ,4 PPEN t' / X.. , • AVo fa- (Z GF1TAc - 6 PG 29 Le "2-6 F L r E ,e4 r._ F'o/LCE s ti Tf l pi/ f-LL 7b BE&C ENGINEERS PROJECT 2/- 0 / op Tecy Li P JOB NO O /S FIG. BY CHECKED BY \,J.S -- DATE S q SHEET C OF_ VC4a pRoM ffDD T G 1/E Dr)& re EQk 2' i r c p k. r WT or 14.)4LLs _ I cP',, /7,( . 008 /j -^-1 s F,. /e /• c 6 y B x 2 x 1. z VEgk / y 2LS c .S 4 /t/D /ir of 3',S8 —•�, �•ptt, 8 �.__2 0; Feb 4„3,62 . fi K K 3,4% 3 i W A Lc., e O LL /3, 3 14 2,6 /S9 Y-S /h. 8 4. 3.Su vt /0 VA '� 2 �4� EU F 2 A-iti e. rc F 1. F2. S L A /3 ra . CG o : r t7.* .'.: " //J c; Cad ✓t' .' /..• L. � ** efr / L.4 . T f -' CF s BE &C ENGINEERS / a, r ' ,g t_ 2 ct ?-o e x S r i i✓ cs A/014-r7./ eAhf 4 -G• ... . 3 72. a, o JOB NO. PROJECT FIG. BY I ;" CHECKED BY DATE 7 EY iJT 4✓6 • 4/E Si • :c v1 L ? .x � •% /`¢ ,X 2 --a 44 - Z P=4 C. SHEET . F._. pG C7 c L4rE72.4) LoA: ExiS r A100.771 IVALI,1 PROJECT _ I-L 4 ) OP TE€ ar JOB NO 90 1 5 FIG, BY / CHECKED BY U- 1/4 " --- DATE CaP P/APHP 4e /s Arr/“Web TO TILT 14 A t. ro S P-E - le /,J p 4-"/E /)fZ V E: 41 IC CA- • 'A-3 V3 c F V E ge. a 4 f•J t)0e 1 GReAr STiFIF•4e 4- • Lod A ri NI 1 C. or C. r ' 1 V egV.- $19 i T .5 I S T r. v-1 /•IEm./ T 2 ,r0 1/47 • I lleist it- 0,7 1 gi,/-0 114 b X.23771 REV, 8/85 pd-pp 71- eceS Arr- BE&C ENGINEERS r^ P s') 7 6 nett/ Ta E-7 p rwcieer. e Pei E ro eirrcv 40 /1-' t z. / To /3f ". 5", 2. Va f•t2.4M. 2 0 3 " ro -Ird 9 (H- 1 7 4 . , 51- °A L E P/e-o) Le' 0 -1 To C412.2Y h IV 0 e- Al WALL- ; EXIS'r/N4 pvE r. /2.6,4-Te-g. i.5,v7W oP _) evs Al R-C4-S ,7 • 1,4/ FS 7 / t. L.- A-LS 0 SHEET • •Alwi% AL-s-- M c ;2..0 a b- JTt R..tuNr te4.c 1 6yr D ' fxsg 1, 1-4 V- 7 s 16,8 3s3'E' �J &Lt. ..4 p, tc. . MIA. /4-7 rE 4 L p 0, F r pLA Ai ) fE"iffritc_ PROJECT FIG. BY r_ F P 4-1 e" fo cG• F 2- C p Cp 14/4 r cr po /Q0 N..3 re- r 2 /3 F-6 L.E P p h 0 4 17S C '6/ X IA) 3 C ,e/ak) kJ •12/c/z) t/94/...3 rtNiteVa..10R_ re c 0,30 (eJ es..3 )( r- elt 4= ' /".=, cac)E r- r /0 a kv AL.L..$ ALL- K ip L.L. L 3/8 C) IVIF 77q/ • __,LAr 0 3 6 6 Lehto 0141J Kiff14 P X-23771 REV. BAD 2/-0/ 0/ ■MINOONINIMMIMINIIL reel./ L4 CHECKED BY BE&C ENGINEERS W T ( 71% 3 Zicia SA-C , -- scc • 0 C e , C ; 7 s T GI-En e JOB NO o IS .3 DATE CJi SHEET OF_ T (6.) itio/k/ 12./6 / Rp 14/ k1/4/4c.L / prip E sneie tiP 7.r 0 / lea SA-c 'OW 1.4 A Li .23 - 4101J /LIG bb , ''oro*-p, 7. 0 , 30 IA , x. "S 1-1e; es P. co/4 rgoLs WIND PRS ?J e #.1 2. I 3,4E4,0./6 ".4-ct „a-- OR-C 12 V2. (V 1 - "rfid/..6 23 u c 23/ 2-(1) 2 PROJECT 2 / a / FIG. BY )17 x•73771 REV, 8/86 24,4 oP Tc=c /i, 1.4.6 7'YP. pAtl EC PEt NP • '(pA►J rL c) /S rive) iNES7 4✓4i -4- Z- a /(I - FAF) To P 4 ALL S l b ES 7!/m14e:L I„// / Do-oR- RFINF �.-- 2 S:I` E ,F) JOB NO g /S3 CHECKED BY' DATE 9- /- 5 04 1G /NAG DESI GIv SHEET GOOF C1/6 cg . .CPFE CT of c j T r /NG ' k oo,e., O PEAJIN 6 .: f.✓ p'/E 7y1' /7A NEL, . ,BEND /.v6 /}T pooia- . .DoE 1T4 ere /L Tx y Pd2 E ,. /id of x / s'T LNG P� I 1-6) o wi O E s 7,2.I P RE'$/sTs l t 4)4 "f - Cr& '1 3.6SI( 0 Z "- (_2.4o063 `"/ 8 7..3 (44 NJi; R.. 4 X /Lo -0 _ 7 9 21 'c.& A-1 ti'i ". •p 3 x t L z a. S C 2 1iv 4 L L , q . • D H ' a '. + 'Z, P r (le f}T C: d 6 C .Z 4 7 ` 6 " . "' RF / NF ' w4-41. ttiir/f .yeRr.,STEEL 4-r p o-o , d P, A) L ' /7 WEST IA LC. 00 Da. :PN R EI Ng0Iztr PROJECT z/ °/ DP 7EcH L /1 - ,3 JOB NO .9 o /S 3 FIG. BY 51 k- CHECKED BY (4•&" DATE -/ 9 ° Pod 2 oPF_ /J / C, , v E /1 X•23771 REV. 8/88 /-joy EN r / vCT/ 0 '1 4 7 •t r p u E T e d 4 /< . 14-4, -,/ 'l9° k /ro _ 80 o .'OF Mo '‘ A r To u F INAb5 QA7 . A-PP V ER-T STEEL /E/NF o'J.'iSA. S /bE of bao,2 z BE &C ENGINEERS ra j - .33- 1.147.33 - • / 3. /`'( °r7 c- -P op V E k- T 6 M 3.7 s_ `t 74 T S G ,c 3 x ?;,/ t G _. u , i2.c, o n1 $' u P P.o ,e rS '2 - ' / L E )C p. 6 L r J K 3 ' % v E 1•, € ./2 ER s PAGG F02 t.A ;'' re A P ' rtri— T . . L K 9S A 3. S / 6 61, '7 .bum Sx 1( //i oK SHEET c/6 OF PROJECT FIG. BY BE&C ENGINEERS SL..b 2_ / - / e 7 44-4 jog No o ir CHECKED BY t.ilv" DATE • a' / 1-7 ' SHEET 1)/4 OF SPfyN ]) , EL , /''''1 , l4 , ;/'P.r! Grz -'/T J • - E D /G PROJECT ' -' FIG. BY Jule— vvoas7 CASE Foe doNc J I ANY FoSlr,o N cN SPAa 4-- 4 1 I , i L t L ,q 9 ° S , S .'47. 4.73. 4; 83 22,9 S'41 /a-o T/, 1. �s / o, sis z, 25, 5 Eaour ()Nip L 0,4a 1 c Zs S _ O,17 A l (I y /, 0 % •w6f rNCKC eiv. 7 o 9-3 PSG 4 Egg iv ;/, )J E /IS "/ T T , . Fq,;, ✓ 3'3 ( W 21,3 —i 2,4 A. — 8,1 o P cl.1 L.16 CHECKED BY W DATE 8 - l 1 9 ° SHEET`? L OF 3 -cam- 98 o,S + t i t ) jy. o a' zy Z 8 v,c . 41-so o k RY Ego fa { oi 1S X•23771 REV. 8/B5 BE &C ENGINEERS pRl E 14) r'o2te 1944 , .Jb SI/ Q.40 of X 77_ JOB NO 9 0 /S 3 lF 4. . WALL `f fro /3'`'1 410 /4-msR4-/C j P9,e4 ET / a oh)/ i7 Lb, /4x A FoRLC /r.I t. 3, 3 LIFT 821c -Er 14% A-)►s y. T ( wia k z2 � r9 = b,µ9 ) 7S" g• 1o, 1 A-.: t I9'• r. / � 8 `1•, 6 �,z7 3 ►3 /4,pa 9,5 I5S 7 3 1,4- .q- A,oZ-1 ;.+ o,$Co t. o,B87 �.. cl s c ►./ 1 x- z. z.. 1►t = ; k ' Z /, 14 /S L.4r 1 �8a -�FP $Y /y TL Pik S ,&,& •/ 9. �R 1t N -S x �f8 CALL. `t, S98 O1046 Sir ?t>< , 'F6+ 3,3 /°C B p� C7 /tlsc-^1 4-6 sT2v '7 2 c, �, L BE&C G o N E -T/ O N S , =off- SP/rNe.)(aEL ENGINEERS PROJECT L /- o / FIG. BY o PI DS w_s,a ! --1›, /MA"- Ai L" I ,--- Li6 ... t o F' A-» A-L. _ ! ( 3• >z , �ux - ' Pe , e1/41 ME. y - o (T DEC -14-) , r - r/ y w / I- Z /4- O •61T9 ) e / - ' • So. X 13. x z„9 I o /'• 7-} S 2. � J, s1 4 1=A- _ i8,17 F4. = s.. d o N N AG ? 1 N s X•13771 REV, B/86 $• D P TC /r L & c 6 141 .015 4- ! 8,1 v CHECKED BY `V VE, r, /o /,1.) un/ S4 A'S otJS W D-{ L 0 , H -z 1 7, `F o Ea-i/fE• - (1,1 / ¥x -?A.L f6 /13?- goL is . ovS. /(--Les C A P = '6. 6 r ` s" PR" L_ A•X /AL - 3,3 E RIC Sf1eAre ID E1 -0 )),' is: 8.6 2• &N L rS c9lc Pox / o f i JOB NO ` 0 /S 3 DATE "-- 90. O So V. � E 3 = ,241 /710 .k L Ir.. 7,1— L 9 , /13 oK X0 ZiCFGEtTio £R46. STRt7 Prx � 2 2 SHEET OF__ /C, 73 - PG C -7 PROJECT FIG. BY P Z. L., Co L, p ;:s N BE &C ENGINEERS 21- o/ L)/' K- 7 , P_P • Q - (25L.2S .- l ) = 366 .f ./l Ps F X58 /3 M s J'�, 2 3 / 9• Got— /6rS ) is" = 2 .164 4__ 7!Ss c /S r '( G/r JOB NO 9 0 /S.3 CHECKED BY A. Ae DATE 9 G - 9 ° SHEET 3 OF- 3 6 30 ( ?.a Poi TEL)) = /09$ i/i 7, r 1. bAol A- at 4ILDN,A/346 s7 ..5 DE 72 Y r s y K 4 ,4 3 //L 4- 2.77 , r= 6S9, ,' = /..S P 2)., 1 /8.Z s- 3/10 - F9 - 46 P r36Lopt' • _ 7. i F.0 te 4.. /7 _t C & o k., CoLvn?nl F-oR.. 132 -c-ED 1I / r . o, 7 P_ t 3 .ew ' / E 8 f. x 7. L 4- D',7 x //, o a- 3 0 . .8 .x h - 2 4, 6µE -,c. v. 1/trh'F2 P1., < 1,7 .F .A FA P 7FA$L4 = , s, 66 iL Z,77 I. /,7 F0. 4- :. 117 x $'66 2 c // 7 ! , 4 ) r.' , 7",s 0-A S4- $c 3 o k- /6 A.440w /=o Fc ,o „ 9r ToP rJ 2,o K (7-L f-il - 3G,4- U - 6 - 4 36.1 /3. 3 0. // r Q /-0-c VI- OF Cr9 � a-e:� -�- y X.23771 REV. 8/86 6 6 -2 41.ck/ -8g U6 G 7-72-2 � 4 ' I . 4:44 /A./6 ono PROJECT . — ° FIG. BY BE &C ENGINEERS o P TEcW 1.44 JOB NO CHECKED BY U'" DATE 8- 9-1 SHEET i OF 90 1S3 FIG. BY 44 PC- 4. X.23771 REV. 8/85 3,% 4 I 4- ,- I 4 E- 6 P./ c) r.1 W41-6_ ENGINEERS BE&C lorglowo .11011111MONM Imola PROJECT 1 -• /- °I 6 P TE il L../r a JOB NO CHECKED BY t.ANI. DATE Q I I rs, 4 A 2-.77 ) A- 7 I it . 1.167 r_ ist.& , 2.47 7,67 Po /Z SimPLic..t TY 4. i „ 771)7 Ac 5 s 7- •31S s a C.0 N a'r 1 0 /V S 1` 1324-e./. 1.4 El E- R.s Notr y 3 (, \ T 1 • B c a cg rAZr. lit#1 v y. , tLeit poracz sF , SET / Ghl 5 /CI 7 - /S.- ,u 4 Et-113E1Z. 03 ' A 4), tv, 10..5 rs ,r7C 17. 6 318 100 .5 3 0 Iri3 Ts ..c%3 14r S E S I 3 )/6 P' o G A-e- e 4 4) 0 NIA) Po ACE "; X .1 r (:7V1e.- iJf 2. 83-0 ic- SHEET Or OF- 0114 2 7 2-2 (9) 2-71- 1-- (4.) .; - r- o til S. I-•J !h 44. PROJECT z/- o/ OP Dec f;• L/+k JOB NO. •=3 S3 FIG. BY ) "/k 1r b t> Th• , . w 4 t - 6-6 L x No 7"'EAS /o /$CCoWR6t -E Sift eA2 0 P /Z. 6 1 LT = 2 v - c v LiSS 6119Ve yc. Sp � i " � l ✓,q 1. tr e9 /4. fi,c2E-4 --se /333K -- ; / ?7 7 v J F Fo I FP GE 41 op 6x io V y. •/333. • g4 LT f �/� c f „ E x-1 c i✓I A-ss -C F/34.4 = a, 35 Fa = /,.oS" A R.:: rk 12 E rs 19.11 /ho.) /7,3 s T R,,/ y z.- „ X.23771 REV, 8%86 r• / I U BE &C ENGINEERS CHECKED BY C AP"' s 4 E. r? • ,. • 12 ei /,S:2/0 0 . ,3 2 : a; - 6 '' s F b a , 73 Fy n •27 • DATE � // - 7 O SHEET OF „ w . .3 21.3' /7,-- o,9 .5 P(, v y p C f O PROJECT 2-/- 0/ cep' - 77 C" JOB NO `3 0 /S 3 FIG. BY CHECKED BY W'" DATE 5 " - jj 7 ' SHEET D 7 OF WA LL t `' /g Z f',, P -L P ry X.23771 REV, 8/88 2 k- # A) , M ,rJ L t 2. 7 BE &C ENGINEERS "91.-l-bW ,413Le TENJIc o,) 1/2, "56 66 L s• SP 4 E .0 '� 6 I. 9 S o yc. it-"I 3 . ' _ 62s x V/3 = 9 3 3 G A- P 4- , o L-7 s _ 3 3 3 x" > 3 •••(Z S T'L D r.) (1)ouLtr �?'J� tJ / ✓_I,c`r`'' Si /; PROJECT FIG. BY S ju b D E S/ G nJ LATE •LoAb /1 N)D po1NT Doe r° HIN s" oN WALL rpi-f' x 06,1s)118 V 33 0 M E N or cot_ buC To 6 GG LoA R CA-rE S P: t, L it 3 zi 8,L 6/2- 3M'$ X.23771 REV. 7/86 7 - 0 I )7 K- Ar,M e n 02." 33o OP TECH LAS AT $R oJG ( STubS /n) p4 /4-s) 33 o n x 3 3 0 yc 1 + /6 2 S M R = 1 13.7 S yc - s, IS 6 x = l 13, y s -- 10.111- x. MAX H 1 AT $. / I ° 3 / 113 61.30 5,/S t4o Dvs ro Nti,) Lot i + -C 6 27' 4-2-7 1 ° is .'. el* 01 6 z, S = 9: s Ps S9%).10 !7 . 3 ° it CHECKED BY M e Nh BE &C ENGINEERS TRIA 0-q, 1( P.O. Box 24346 Seattle, Washington 98124.0346 Mail Stop: JOB NO � c IS 3 U • DATE 8 - 3 - 4 ° SHEET 0 OF • V- F R-0P-1 - Fk'o1 .7 pke A,;;° c a - ' c (I --1)r1 x 1,S /J Z x/w = b o 0 M 9 Y.. 2 11 P4 8 3 Pc c9 PL . • ('�.c r. Pa ie.. . .148n + 8o r6Cr 11 C.A. — 6 z 7 E I - Do e s /.r o r C o *o a .-. 18 X ft 6 0-4z - Cove 2 E D tS o n4 s, Des 1c Fog.. 'P x - 3 r8 ,‘ 9 r 6 v:r, T l+ 10 ps P `-pn 8 b 6 NEr ` = ;01.382 1147. 447, UBG 23o9 (6) (?aL erAlt,ei-cS Pit; ra 7 .1 '0 / T A - L e 1 sEE ,PprAavu s 8 88 PIG. BY BE&C ENGINEERS 411NIIIIM1111101■M=11•1111■111111. PROJECT — cJ of' rc cir. L4 JOB NO 9 0 (S3 CHECKED BY P.O. Box 24346 Seattle, Washington 98124.0346 Mail Stop: AIM DATE '8- 6 - 7° SHEET A...-/OF c C46 C/. P L (1-7 L 0 4, -v. CA-fire/7y Ex/sr/fie; PROJECT 21- 01 f 7CC/f L�1 FIG. BY 211 x l s T F-14--°12- p, L. E ,s Ddc.E /Y-' 6 x /2 " = /7S s b L F"- 7 '. S t-' 8 t- 87S x 175.8 /, .- -r-.o = / S, C cF-. s. 31 9 . L.s ,x ux,Z,S�rr -J /. 7 P / 7, L 7-$ . le-sp y OS. 3 = 47 o 6!• / A OR /G /N L DES /6N 7"oT44- 40,4 -D 6/,1 " 'I DE-,4b Lo,4A 1 7. / " PILE 70 °RI6/1 L ,AtJIG -)( /s r /a4 / l o ./) E 1 18 o 7 3 I. b G c•a vc w 4 LL s x 2 • 2 I ./ /c// x [sr FC SCAB / z 1 .-:4-%'2. x 7 �K /Z,S ,96 . / o•o cow l � ' f f 1 v,va N 7, 8 , // K x ,.'r CV> JS (1 LL • X.23771 REV. 8/86 FTG Iz tr. F �s7 f L /s7' pLoo/t. /,o AO To PILES CHECKED BY ��'"' DATE 8-6- /0 SHEET E/ OF .,+'- r+ . EE &C ENGINEERS 7,xS �!• x Z.ox L.o ,c S JOB NO. 90 /1 3 N er,/ L : `f ' a. rS f _ O. 3 (`, xi/ 11.1 x o.9 x Zia i ; . it 1. (t. I41 r« c- •(3 ►6'4t l.st) az.co 3 _ 60.8 v�R LL -DiSG /403.73.'r- 80 0°.73.'- 80. 4'. /7 o, V9 00:.9 0 t� 0 , 60 3, / 9 F7 b DWG s -1 • a Ala S - 1 � )11.001 -4-0,3 R.. FO LE f L. c r u 1 - 1 . . T u GAP fr /C 0 /7 1° 1 '✓ . EFFE' T P' /C.ES , PROJECT " 2 -, -0) oP TO oK GA � vE BE &C ENGINEERS FIG. BY ) J k CHECKED BY \-- ALCo,.+/AGLt= Lov9 P /97 FXT E,e piLtS AFT ? /Z ADD /N6. 1J&w CAF WT tx,.rT,N( BLDG D LL To PILE CA-P D L f LL 48 x o38 0,91 y,I ALL. 1.17" (l 6Y BD) 6,006,rx/6,7= o. I e/AP (4-AOT L Lo91.) To p /Lt = /2.07x1 'r'oT AL. Lo.4I To f›/C.E Wo rL LL = S 8 L E IS 1/411..4 61..6 Fog FGua2 LL 70- s 11..1 7r2/13 ,9E4 ' ro e7 PI L c REAu -E 8'"'I`o,e w,brN NFk■ Wv7GL. r/z /3 A-g64 = /2,07 R (14.7 - 4 ), 67' coNtiNU 1}L1.ovJAZ4.6 FLOG ArNG = / /if k,u-ro S6,s 134Y AL0h16 Wf}LL , pEDuc .A LL ro O P. G o+JSC R ✓A ✓E / 7 s- Go - ;4T L",VTE2 /o2 pit-es ilFTE,&. A -DD/N6 n16 c4p WF/GItr / I/ L. CA P 1)1.. 4- L L. ri f g, 9 1.0 x . I Y., S X• , o SF- l - 8 l L ,6L D6 D L. 7 PILE A.1 W/3 LL yL.7 K ,0o8 x .�y,S 0 3 0 le Rh .5" ei-D, eD wT ••Oo& r GA-P 1"/44.1. 7"6 S=L. 7 0 , - 1 To p► c E w/d JOB NO 90 /S DATE 9 ^ / -9b SHEET OF_ /2,3 S6,S sF 196 pf 3 + p lt:E /46-.S /9-v,4/,.ABLE GdR F1-0 L L 76.0 - 35-,x= 3.5°6 ;c Tie//3 ,4-2E4- Poe. /NT p /LE /73 sr _ (..to w /4- B L C p G o o 2 L, o /3- 0 1 eV a 3 S, G ,c / o-try 2.. o 2 f J F . o /9- Y 4 L e . 6, o 1. S 4.613 V C s D no ��, 8 'Z � C S X.23771 RE • 8 E'/ 1 PROJECT 2/ - ' / „ E. /: /: JOB NO ` ° /S FIG. BY CHECKED BY Ufw` DATE 9-9 ? o SPA•cE oec up /ED By pope/4 LIFT ,QE,oUcet /at It T . GaLvMN * , I a = (y- 4 ) x ( 3 ' yµ ) . /3 C Si - e r 1 /1. 7%24 /s r.. P'ct z G 8 s r- L ✓l ✓ SPADE- LL s Bo-1/4r /68 // 8 en 7 is is L e rr 7/,/ 114 F Le- o LL o K • ;.5 NTCRIoR PPrtIEL O a. Z I 0 clL $y, • Cr/114,4A /•,t/41-e511 CXTE 17,10R QAnJEL amp ctc F WT of Sp 19 CF X -23771 REV. 8/85 E " BE&C ENGINEERS di-16 e- Go") T•k' /3 Lo 4P %A P /Z-E e- g- /F! .F c., rz, LL EF of fokkLIFT zNjERtoff_ p/-3 /Je Ce,. 4427 Lon b TO T> /LE _ /Di G cro X //. 8 •2 EFFEc.T OF FaRL /FT EXre/Z/ Pf1r✓E(r Lo SID To ?II-F = : /0,6• c4L60 . 17.11 Egvl✓ . / Loo/, LIVE_ jo/1t • 66 6 0/11 . 7, • = y-s PSF FoR14L1FT' INGLvQ /NG.Vd % xMP*CT o c-c- P'EP Fd/L /LL /Fr (�f t 4) .4- (Ill- / 36 S 1=- C Q A A/ N G / L W- O 13 CI i 9 0 (J r SHEET `� 33 OF _. GC/ Enir �n�E /cLIF SPEC.; dm 8 Sc../rE. chelt-C/Ty F s 7190 1,441 PROJECT FIG. BY A.) C H C, 1.1 EA P.. c4 Pest-ciry 2. 4A/ PE1Z IPA ER. A 514 V •rJosi '74 "-He- Foorpxievr V V u a't (A/044 r r„ X.23771 REV, 8/85 e■ t.. /4L, or riJ L it CHECKED BY W 1 / 4 ^ ,--- DATE / 6- 7 ° SHEET E OF BE&C ENGINEERS 4 ti EG GAP oF 4c./4-e whLEN 4 4 , 3 # ek, 7/ (C. ) 'A CASE PS Co 1 40/1/) JOB NO. 9 o 3 3 4s' F- PR/ S9u4RE 4 ^- )1 711 SIT 3 F tr CL I I MAY. cb-7-/-3/4z/138 ,( + \ " • 7; / sc 44 • 2 stis ( /0 >c K /7, ./ 7, 0 4.< C F ---- 0 / t., f $L/1-6.; Fo (2. I/ til tf( I - Or PROJECT 2 - - / JOB NO. E P IS FIG. BY CHECKED BY AAA"- DATE a cvT (1- Ft../)T sLoe ,=0/R. AlerAJ PR.6 Ge-ouP A I -r< "v /\102)06 E PR ri-Ar :5-4s q -6 x /Z / . WT. or PILE CA-P /6 /S Go AD g6s b 50 (3 f ok) cAP e. • X.23771 REV, 8/05 BE&C ENGINEERS o C TVG le- P P _L p-- ).( Po g 614 /4 .5", 8 y-,8v k r g; .14 1 9 . .1) 1 ,t 4 2 f,v A/,,c 4 1 p/LE .-ak-ot)P 3 -o 1 1 ,r 0 , e L. • 171 • A„.1,0-4c.E,o7" CP54'9) 14-6-)›. /6 its ,40 a ER y ijot Lod R A- airy .a7. p 14 - • ,Vbs'.. e o-2.16 S1J 1.1- ( 011- f#� A...14-4 Gt- F 0 g / t - O L /kb .R Q• p u r L4E P A savePora CoAe reEeparAES .1/ /-b 3 ti e 14- T0 4-u CA • et Ler 40A/4 ammorsse SHEET 5. -COF re-Obtaj Sir 66-0 t.)F..6A.s ce.iswr gag 6Acee Type HSB -36 DIAPHRAGM SHEAR VALUES (q) (Lbs /L.F.) AND FLEXIBILITY FACTORS (F) Gage 20 18 16 Side Lap Connection BP @24 "c'c BP @ 12" c/c 22 TSW @ 24" c/c TSW @12 "c /c BP @24 "c/c BP @12 "c /c TSW @24 " c/c . TSW @12 "c/c BP @24 "c /c , BP @12 "c/c TSW @ 24" c/c SSW @24 "c/c TSW @12 "c/c SSW @12 "c/c BP @24 "c /c BP @12 "c /c TSW @24 "c/c SSW @ 24" c/c TSW @ 12" c/c SSW @ 12" c/c '� �--- -� WELD PATTERN TO SUPPORTS 5 7 4 VERCO MANUFACTURING CO. 4 P /4W / X (8- c 7� PRIME PAINTED OR GALVANIZED Welds Per Sheet Span r To Supports 5' -0" 6'40" 7'•0" 8' -0" 9'•0" 10' -0" t 5 7 5 7 5 7 5 7 5 7 5 7 q 260 430 240 400 240 380 230 370 230 340 F 5.5+ 5.0+ 6.9+ 6.1+ 8.4+ 7.5+ 10.3+ 9.3+ 12.4+ 11.4+ 155.9R 56.1R 13011 46.8R 111R 40.1R 97.4R 35.1R 86.68 31.2R q 310 480 300 460 300 440 290 430 290 400 F 5.0+ 4.7+ 6.0+ 5.7+ 7.3+ 6.9+ 8.7+ 8.4+ 10,4+ 10.1+ 155,9R 56.1R 130R 46.8R 111R 40.1R 97.4R 35.1R 86.6R 31.28 q 490 620 430 530 420 500 420 490 410 490 F 5.8+ 5.3+ 6,3+ 5.8+ 6,5+ 6.2+ 6.6+ 6,5+ 6.6+ 6.8+ 155.9R 56.1R 130R 46.8R 111R 40,1R 97.4R 35.1R 86.6R 31.28 q 600 690 600 680 630 680 670 700 690 740 F 5.2 + 5.1 + 5.3+ 5.2+ 5.3+ 5.4+ 5.2+ 5.4+ 5.1+ 5.4+ 155.9R 56.1R 130R 46.8R 111R 40.1R 97.4R 35.1R 86,6R 31,2R q 390 670 360 610 360 530 350 470 320 420 F 5.7+ 4.5+ 6.6+ 5.7+ 8,2+ 7.2+ 10.2+ 9.0+ 12.5+ 11.2+ 90,OR 32.4R 75R 27R 64.3R 23.2R 56.3R 20.3R 50R 18R q 450 730 440 690 430 600 420 530 380 ; 480 F 5,3 + 4.8 + 5.9+ 5.4+ 7.2+ 6.7+ 8.8+ 8.3+ 10.7+ 10.1+ 90.0R 32.4R 75R 27R 64.3R 2a.2R 56.3R 20.3R 50R 18R q 620 790 540 680 520 630 520 610 ' 540 610 F 5.4+ 4.9+ 5,9+ 5.4+ 6.2+ 5.9+ 6.3+ 6.2+ 6.3+ 6.4+ 90.0R 32.4R 75R 27R 64.3R 23.2R 56.3R 20.3R 50R 18R q 760 890 750 840 780 840 820 860 880 900 F 4.9+ 4.6+ 4,9+ 4.8+ 4.9+ 5.0+ 4.9+ 5,1+ 4.8+ 5.1+ 90,0R 32.4R 75R 27R 64,3R 23.2R 56,3R 20.3R 50R 1811 q 750 1050 640 860 550 740 490 650 440 590 400. 530 F 5.3+ 4.5+ 6.2+ 5.3+ 7.9+ 6.8+ 10.0+ 8.7+ 12.5+ 10.9+ 15.3+ 13.6+ 38.2R 13.7R 31.8R 11.4R 27,3R 9.8R 23.8R 8.6R 21.2R 7.6R 19.1R 6.9R ' q 830 1110 720 . 930 630 800 560 710 500 , 640 450 580 F 5,0+ 4.4+ 5,7+ 5,0+ 7,2+ 6.4+ 9.0+ 8.1+ 11.1+ 10.2+ 13.6+ 12.6+ , 38.2R 13.7R 31.8R 11.4R 27.3R 9.8R 23.8R 8.6R 21,2R 7.6R 19.1R 6.9R , q 880 1120 760 950. 730 880 720 840 730 ' 830 750 830 F 4.9+ 4.3 + 5.5+ 4.9+ 5.8+ 5.4+ 6.0+ 5.8+ 6.0+ 6,1 + 6.0+ 6.3+ 38.2R 13.7R 31.8R 11.4R 27,3R 9.8R 23.8R 8.6R ' 21.2R 7.6R 19.1R 6,9R q 1020 1370 1010 1200 920 1080 860 • 990 810 930 ' 770 870 F 6.7+ 6,1+ 6.1+ 5,3+ 5.9+ 5,2+ 5.7+ 5,1+ 5.5+ 4.9+ 5.4+ '4,8+ 38.2R 13.7R . 31.4R 11.3R 26.9R 9.7R 23.5R 8.5R 20.9R 7.5R 18.8R 6.8R q 1050 1250'. 1010 - 1160 1040 1140 1090. 1150 1160 1190) 1250 1260 ' F 4.4 + 4.1 + ; 4.5+ 4.4+ 4.5+ 4.6+ 4.5+ 4,7+ ' 4.4+ 4.7+ ' 4.3+ 4.7+ ' 38.2R 13.7R 31.8R 11.4R 27.3R 9.8R 23.8R 8.6R 21.2R 7.6R , 19.1R 6,9R q 1570 1810 1470 1660 1390 1550 1330 ; 1460 1280 1390' 1240 1340 F 5.4+ 5.1+ 4.7+ 4.5+ 4.5+ 4,4+ 4,3+ 4,2+ 4.2+ 4.1+ 4.0+ 4.0+ 38.2R 13,7R 31.4R 11.3R 26,9R 9,7R 23.5R 8.5R 20,9R 7.5R 18.8R 6.8R q 1000 1350 820 1110 700 950 620 840 550 750 500 680 F 5.4 + 4,5 + 6.0+ 5.0+ 7.8+ 6.5+ 9.9+ 8,5+ 12.5+ 10.8+ 15.5+ . 13,5+ 19.511 7.011 16.2R 5,811 13.9R 5.OR 12.2R 4.4R 10.8R 3.98 9.711 3.5R i q 1080 1400 900 1170 780 1010 + 680 ; 890 i 610: 800 ' 560 ! 720 1 P 5.1 + 4.4 + 5.5+ 4.8+ 7.2+ 6.2+ 9.1+ 8.0+ • 11.4+ ' 10.2+ 14.1+ 12.8 +. 19.511 7.013 16.211 5.811 13.911 5.0R 12.2R 4.413 10.811 3.9R 9.711 3.511 q 1130 1440 970 1220 920 1120 900 ' 1070 , 910 1040 930 1040 F 5.0 + 4.4 + 5.2+ 4.6+ 5.6+ 5.1 + 5.8+ 5.5+ . 5.9+ 5.9+ 6.0+ 6.1 + 19.5R 7.0R 16.211 5.8R 13.911 5.OR 12.211 4.411 , 10.813 3.9R : 9.711 3.511 q 1480 1890 1420 1780 1310 1630 1240 1520.' 1180, 1440 ' 1140, 1370 F 4,9 + 4.4 + 4.3 + 4.0 + 4.2+ 3.9 + . 4.0+ 3.8+ 3.9 + 3.8 + 3.8 + 3.7+ 19.5R 7.0R 16.1R 5.8R 13,811 5,0R 12.1R 4.3R 10.711 3.911 • 9.7R 3.511 q 1330 1590 1280 ' 1460 1290 1420. 1350 1430 , 1420 1470 1520 1540 F 4.5 + 4.1 + 4.3+ 4.1+ 4.4+ 4.3+ 4.3+ 4.5+ 4.3+ 4.6 + 4.2+ 4.6+ 19.513 7,011 16.2R 5.8R 13.9R 5.OR 12.2R . 4,413 ' 10.813 . 3.9R 9,7R 3.511 q 2150 2420 2020 2410 1930 2270 1860 , 2100 1 1810. 2110 1780 2060 F 3,8+ 3.7 + 3.6 + 3.4 + 3.5+ 3.3 + 3.3 + 3.2+ • 3.2+ 3.2 + : 3.1+ 3.1+ (yi. 4 19.511 7.0R 16.111 5.811 13.8R 5.011 12.111 10.711 3.911 9.711 3.511 r� L NOTE: BRACING SHOWN IS TO MEET REQUIREMENTS OF SEC. 2518g. 5. OF U.B.C. BRACING BEYOND MINIMUM REQUIREMENTS OF SEC. REQUIRE ADDITIONAL ANALYSIS. ICBO REPORT NO. 2392P 4 - 8d NAILS 20 HDS STUD (MINIMUM) SIGNODE "MICRO - GRIP" CLAMPING SEALS MAY BE USED WITH SIGNODE STRAP BY LAPPING AND PULLING CUT ENDS OF STRAP BETWEEN CONNECTED ENDS OF BRACE. Angeles Metal Systems . 1971 4817 E. SHEILA STREET LOS ANGELES, CALIFORNIA 90040 STRAP 5 - #10 GA. SCREWS STRAP TO 20 GA. I. 1 - 1/2" DIA. ANCHOR BOLT - ADJACENT TO STUD - OR 6- 5/32" DIA. "AMMO" FASTENERS, WITH 3/16" THK. x 1 1/2" SQ. WASHERS, AT 4" O.C. (NET UPLIFT NOT CONSIDERED) DESIGN; RLR ' CHECK: '. DATE; 1980 STRAP BENT OVER WOOD P's 2- 8d NAILS TOP STRAP NOTE: THIS DETAIL TO BE USED ONLY WHEN WOOD TOP Ms ARE USED. DETAIL BRACE AT TOP OF WALL NOTE: WHERE SIGNODE MICROGRIP NOT USED, STRAP DRAWN TIGHT AND CONNECTED TOP. TO BOTTOM OR BOTTOM TO TOP AFTER DEAD LOAD TO WALL IMPOSED. WOOD TOP Ft's TRACK STRAP STUD. DETAIL OF ANGELES METAL STUDS 46 C/ OR' 20 GA. I. WITH 4- #10 GA. SCREWS TO STUD, 3 - #10 GA. SCREWS TO TRACK. TRACK BEARING AND NONBEARING WALLS SHT. NO. 11 OF 15. ti Fasteners Milcor Titelock screws t .••�'!'ii: FAJI•lw..,ping, Used for fastening various frr•inf'. tlw rAc.1:1 •. No. 8 -CR Comp -Rated Attaches rre :al lath to studs. Projecting head engages cementitious facing to stud support. Has #8 shank. Length 1 ". Parkerized finish. No. 8 - ML Attaches metal lath and accessories, metal panels, etc. The 7 /16" dia. pan washer head spans lath openings. Has #8 shank. Length 1/2". Parkerized finish. No. 8-WH For sell - furring metal lath attachment through sheathing. Has 1 /2" dia, flat wafer head and #8 shank. Lengths: 1 /2" and 11/4". Parkerized finish. No. 8 -FS Attaches fiber sheathing, rigid Insulation, etc. Has me dia. flared head and #8 shank. Length 11/+ ". Parkerized finish. WOW Steel Gage 12 14 16 20 I,III N+' r. f; NOTE: Additional screw sizes available. Check nearest plant location for availability. Suggested design loads for screw connections (pounds) Suggested design loads for fillet and flare -bevel groove welds No. 6 -DG For drywall or gypsum lath attachment. The ve flared head seats firmly without rupturing paper skin, Has #6 shank. Lengths: 1" and 1W, Parkerized finish. Inryco /MilcorY steel framing 5.3/In ilePg,tr,b /X C/o R No. 6 -PL For plywood sub - flooring up to 3/4" thick. Has 1/26" flared head and #6 shank. Length 1W /e ". Parkerized finish. No. 10 -HH Used for steel to steel connections. Has fie" dia. indented hex washer head and #10 shank. Length 3/4". Zinc or cadmium plated. N.A. = Not applicable: two steel thicknesses of this gage cannot be connected by this size screw. NOTES: 1. Shear and pullout strengths are based on average test results divided by a safety factor of 3.0. 2. Minimum screw spacing and distance from edge shall not be less than 1140 nor less than Pl,6F where D is the screw shank diameter and P is the shear load. 3. When connecting materials of different gage, use loads shown for the lighter gage. 4. Screw capabilities are based on a minimum connected material strength of F, - 33,000 PSI. 18 Design Thickness (Inches) .1046 .0747 .0598 .0478 .0359 Weld Size (Inches) X5 1 /a 1 /e 1 /e 1 /e Allowable Load (Lb. /In.) Fillet 1035 740 592 473 355 Flare -bevel Groove 828 592 473 379 • 284 NOTES: 1. Values listed may be increased by Va for wind or seismic loading (check codes for application). 2. Welds may be positioned so they are subject to either shear or tensile stress. 3. When coining materials of different gage, use loads shown for the lighter gage. 4. Values are based on an allowable stress of 0.3 u yield stress of the material. 5. Flare -bevel groove welds are welds Ihat occur between the outside radius of one member and the flat of an adjacent member. hfilo 1 , • 11 Screw Sire No. 12.14 (D - .160': T - .1771 No. 10.16 (0 - .138•; 7. .1531 No. 8-18 (0 - .120'; T - .1251 No. 6, S -12 (D - •100: T - .106•) Steel Type of Loading Thickness Shear or Shear or Shear or Shear or (Gage) Beating Pullout Bearing Pullout Bearing Pullout Bearing Pullout 12 450 324 327 314 N.A. 303 N.A. N.A. 14 412 215 286 205 N.A. 200 N.A. 183 16 377 153 261 151 236 142 N.A. 132 18 276 101 263 98 248 94 188 83 20 143 91 141 69 140 68 133 53 ti Fasteners Milcor Titelock screws t .••�'!'ii: FAJI•lw..,ping, Used for fastening various frr•inf'. tlw rAc.1:1 •. No. 8 -CR Comp -Rated Attaches rre :al lath to studs. Projecting head engages cementitious facing to stud support. Has #8 shank. Length 1 ". Parkerized finish. No. 8 - ML Attaches metal lath and accessories, metal panels, etc. The 7 /16" dia. pan washer head spans lath openings. Has #8 shank. Length 1/2". Parkerized finish. No. 8-WH For sell - furring metal lath attachment through sheathing. Has 1 /2" dia, flat wafer head and #8 shank. Lengths: 1 /2" and 11/4". Parkerized finish. No. 8 -FS Attaches fiber sheathing, rigid Insulation, etc. Has me dia. flared head and #8 shank. Length 11/+ ". Parkerized finish. WOW Steel Gage 12 14 16 20 I,III N+' r. f; NOTE: Additional screw sizes available. Check nearest plant location for availability. Suggested design loads for screw connections (pounds) Suggested design loads for fillet and flare -bevel groove welds No. 6 -DG For drywall or gypsum lath attachment. The ve flared head seats firmly without rupturing paper skin, Has #6 shank. Lengths: 1" and 1W, Parkerized finish. Inryco /MilcorY steel framing 5.3/In ilePg,tr,b /X C/o R No. 6 -PL For plywood sub - flooring up to 3/4" thick. Has 1/26" flared head and #6 shank. Length 1W /e ". Parkerized finish. No. 10 -HH Used for steel to steel connections. Has fie" dia. indented hex washer head and #10 shank. Length 3/4". Zinc or cadmium plated. N.A. = Not applicable: two steel thicknesses of this gage cannot be connected by this size screw. NOTES: 1. Shear and pullout strengths are based on average test results divided by a safety factor of 3.0. 2. Minimum screw spacing and distance from edge shall not be less than 1140 nor less than Pl,6F where D is the screw shank diameter and P is the shear load. 3. When connecting materials of different gage, use loads shown for the lighter gage. 4. Screw capabilities are based on a minimum connected material strength of F, - 33,000 PSI. 18 Design Thickness (Inches) .1046 .0747 .0598 .0478 .0359 Weld Size (Inches) X5 1 /a 1 /e 1 /e 1 /e Allowable Load (Lb. /In.) Fillet 1035 740 592 473 355 Flare -bevel Groove 828 592 473 379 • 284 NOTES: 1. Values listed may be increased by Va for wind or seismic loading (check codes for application). 2. Welds may be positioned so they are subject to either shear or tensile stress. 3. When coining materials of different gage, use loads shown for the lighter gage. 4. Values are based on an allowable stress of 0.3 u yield stress of the material. 5. Flare -bevel groove welds are welds Ihat occur between the outside radius of one member and the flat of an adjacent member. hfilo 1 , • 11 SECTION PONT LOAD 5 PSF WIND 15 PSF WIND 20 PSF WIND 25 PSF WIND 30 PSF WIND I 4.0 PSF WIND 'r O.C. 24' O.C. 16' O.C. 24' O.C. 16' O.C. 24 O.C. 16' O.C. I 24' O.C. 16' O.C. 24 O.C. I 16' O.C. 24' O.C. 24 HDS 350 921 133 3.359 I 2.282 ' 2.t27 1.343 1 1.964 I 497 1,353 1 248 i • AIr XHD 800 5.179 24 HDS 358 1.030 156 4,326 I 3,216 3.764 2.442 3,225 1. 2.2 i .3 ' 16 XHD 35833 3.654 A24 HDS 400 1,224 309 5 ! I 16 XHD 358.50 A24 HDS 600 2.286 297 1.895 I 1.177 I 1,403 I 575 972 581 20 HDS 350 1,495 606 292 3.629 3.056 1.766 765 1.080 j 20 HDS 358 1.624 692 359 2222 4.815 20 HDS 400 1.959 973 591 2.088 L120 HOS 600 2.808 2.458 1.987 866 306 251 16 XHD 60033 6.328 18 S 358 1.519 446 56 4.140 l 2.662 3.377 1.688 2.673 18 S 400 1,765 686 249 8.296 8.296 8.296 _-■__ _ 18 S 600 2,676 2.126 1.585 288 3,203 3.780 { 1,649 16 XHD 300.33 n I8 S 800 2.934 2,934 2.583 1,467 471 796 5.730 169 5.118 16 5 358.33 2,037 955 537 9.463 9.463 9.463 9.463 9.283 I 9,463 I 8,346 8.971 16 S 358.50 3,364 1,234 857 14 14 XHD 358.33 4.712 3.755 3.192 1.925 942 1.252 16 S 400.33 2.405 1.326 854 I i 14 XHD 358-50 4.707 4,213 3.754 2.719 1.918 16 5 400-50 2,699 1.693 1.255 277 124 481 14 XHD 40033 5.673 4.817 4,174 2.727 1.605 16 S 600-33 4.0 3.649 3.018 1.518 311 695 14 XHD 400-50 5,756 5.383 4,853 3.663 2.740 16 S 60050 4,798 4.557 3.928 2,458 1,289 1,661 297 952 8,364 305 8.364 7,151 5.722 16 S 800-33 4.540 4.540 4.526 3,246 2.105 2,477 1.074 1.760 125 1.083 10.831 10.038 8.616 16 S 60050 5.521 5.521 5.t21 4,549 3.423 3.790 2.412 3.084 1.463 2,420 619 1.192 8,811 14 S 358.33 3,653 1.539 1.092 93 5,787 6,433 3,976 14 XHD 80050 12.598 12,598 12.598 12,598 12,596 14 S 358.50 4.620 1,829 1.448 5% 9,973 145 8,184 ' 14 S 400-33 3,139 2,077 1,566 423 14 S 40050 3.394 2.508 2,054 1,039 255 503 30 14 S 600-33 5.812 5.627 4.887 3.150 1.764 2,205 585 1.363 594 14 5 60050 6.973 6.966 6,232 4,5 3.220 3,641 2,101 2,839 1,110 2.109 213 806 14 S 800-33 6,766 6,766 6,766 5.731 4.401 4,835 3,203 4,000 2,100 3,212 1,074 1,755 14 S 80050 8.401 8,401 8,401 7,859 6,543 6,971 5,367 6,146 4.290 5.376 3,290 3,953 1,467 18 XHD •D _ ".FJ _.0 ?V I ,700 I :Y0 I 1 0Y.^ i IS XHD 400 3.5.:9 2,685 2.176 1.031 I 142 I 422 j 1 ! i I6 XHD 600 4,770 4.770 4.634 3.359 I 2.282 ' 2.t27 1.343 1 1.964 I 497 1,353 1 248 i • AIr XHD 800 5.179 5.179 5.179 .91 7 ' .036 i 4,326 I 3,216 3.764 2.442 3,225 1. 2.2 i .3 ' 16 XHD 35833 3.654 2.773 2.277 1.162 298 j 570 I ! 16 XHD 358.50 3.810 3.233 2.821 1.895 I 1.177 I 1,403 I 575 972 581 16 XHD 400.33 4.502 3.629 3.056 1.766 765 1.080 j 478 16 XHD 400-50 4.815 4.243 3.758 2.667 1.821 i 2.088 1.113 1.579 488 1,120 306 16 XHD 60033 6.328 6.328 6.328 4.982 3,743 4.140 l 2.662 3.377 1.688 2.673 803 1.401 I I 16 XHD 600-50 8.296 8.296 8.296 7.298 6,064 j 6,457 i 5,004 5.704 4,057 5,014 3,203 3.780 { 1,649 16 XHD 300.33 6.957 6.957 6.957 6.957 6,039 6.368 5.109 5.730 4,228 5.118 3.399 3.962 I 1.823 16 XHD 80050 9.463 9.463 9.463 9.463 9.283 I 9,463 I 8,346 8.971 7,464 8,355 6,639 7.199 5,0'8 14 XHD 358.33 4.712 3.755 3.192 1.925 942 1.252 118 661 127 I i 14 XHD 358-50 4.707 4,213 3.754 2.719 1.918 2,170 1.245 1,688 654 1,252 124 481 14 XHD 40033 5.673 4.817 4,174 2.727 1.605 1.958 664 1.283 673 14 XHD 400-50 5,756 5.383 4,853 3.663 2.740 3.031 1.967 2.476 1.285 1,974 675 1.087 14 XHD 600-33 8,364 8.364 8.364 7,151 5.722 6.180 4,478 5,301 3,356 4.490 2,338 3.026 475 14 XHD 60050 10.831 10,831 10.831 10.038 8.616 9.068 7,398 8,202 6.312 7.410 5,333 5.994 3.553 14 XHD 80033 9.373 9.373 9,373 9.373 8,811 9,185 7,746 8.457 6,738 7,757 5,787 6,433 3,976 14 XHD 80050 12.598 12,598 12.598 12,598 12,596 12,598 11.926 12.598 10,918 11,937 9,973 10.615 8,184 5ECT10N TABLE NO. V- ALLOWABLE AXIAL LOADS FOR LOAD-BEARING STUDS - (Continued) (Pounds) 16' 0 HIGH, COVERED BOTH SIDES PONT I S P5F WIND 15 PSF WIND 20 PSF WIND I 2S PSF WIND I 30 PSF WIND 4A PSF LINO 1.040 f 1 6 ' O.C, I 24 O C. I 1 6 ' OC. I 2 4 ' O.C. 1 6 OC. 1 24' O C. 1 16' O C. , 24' O.C. I 16 O.C. 24 O.C. ♦ 1 6 ' OC 2 4 ' O C TABLE NO. V-- ALLOWABLE AXIAL LOADS FOR LOe - N-BEARING STUDS - (Continued) (Pounds) 18' 0` HIGH, COVERED BOTH SIf Report No. 171: IConnnue SECTION DESIGNATION Lus AREA (In Sq. In) ALLOWABLE COMPRESSIVE STRESS (In pounds per so. in.) I RESISTING MOMENT H (Inch Pounds) COLUMN FACTOR 0 (3) MAJOR AXIS MINOR AXIS (21 MAXIMUM SPACING OF BRACING (Foal) .960 Gross Nil I (Inches') S (Inches') I (Inches) I (Inches') r (Inches) 20 XHD 358 .968 .275 .218 .247 6.252 .775 .572 .313 1.45 .087 .590 3.19 20 XHD 400 1.013 .289 .232 20,000 7,140 .740 .719 .357 1.58 .091 .585 3.24 :120 XHD 600 1.2.55 .364 .308 .345 12,446 .596 1.872 .622 2.27 .107 .552 3.21 18 XHD 358 1.360 .364 .268 .657 7,960 .555 .738 .398 1.44 .121 .618 3.31 18 XHD 400 1.424 .382 .286 20 OUO 9.180 .822 .932 .459 1.58 .128 .614 3.34 18 XHD 600 1.764 .477 .382 .085 .125 ,155 .186 .389 .654 16,260 .671 2.454 .513 2.28 .154 .585 3.38 A18 XHD 800 2.140 .573 ,477 24.580 .565 4.929 1.229 2.94 .170 .555 3.33 16 XHD 358 33/50 1.712 .452 .332 20,(100 30,000 9,800 14.700 880 .735 ,908 .490 1.43 .143 .601 3.26 -; ' 77 16 XHD 400 33/50 1.792 .474 ,355 20,000 1 1.280 .878 1.152 1.57 .597 3.27 30,000 16.920 .757 - .564 .151 ' 78 - 16 XHD 600 33/50 2.220 .594 ,474 20,000 20,080 725 3,032 1.004 2.27 .180 .567 3'26 30,000 30.120 .675 �/ 2.80 16 XHD 800 33/50 :..648 .713 ,593 70,000 30.420 612 6.102 1.521 2.93 .199 .538 3 24 30,000 45,630 .568 2,75 r ,4 XHD 358 33/50 1.960 .559 .410 20000 , 12,000 .973 1.112 .600 1.43 ,178 .606 3,28 4.,,, 30.000 18.000 .733 2.80 14 XHD 400 33/50 1052 .587 ,438 20.000 13,840 .941 1.408 1.56 3.22 30.000 20.745 .692 .179 .575 _ 2 .74 la XHD 60033/50 2.542 20.000 24.700 .786 3.731 1.235 2.26 3 ,33 .736 .587 30,000 37,062 .728 .227 .572 2.83 la XHD 800 33/50 3.032 .886 .736 20'000 30,000 37.520 56.265 9615 7.527 1,876 2.92 .233 .542 3.16 2.70 16 L 250 33'50 .849 .256 166 18.220 25.130 3.189 4 .395 .591 514 219 .175 .960 .017 .306 ' � 2.09 16 L 325 33/50 .922 .301 .181 18,220 ?5,130 4,500 b,197 548 .504 ,401 .247 1.211 .019 .293 ' -,50 2 13 16 L 358 33/50 .999 .323 .203 18 .220 25,130 5,375 7A06 574 ,527 S3 a 2 95 1,333 .0_1 87 .287 256 10 16 L 400 33/50 1.076 .345 .226 / 8.220 _. ^S 130 6.286 8,675 596 548 .690 .345 1,454 .022 .281 2 . 2,14 16 L 600 33/50 1 .494 .465 .3.45 18,220 �.06 - 5.13p 16.518 1 1.970 403 512 1.972 .657 2.080 .027 252 "' ^ - ! ' 16 L 800 33/50 1.912 .585 .465 18,220 2S.13p 19.058 - 6,781 491 x,183 1.046 2.686 .030 .230 2.60 2.03 / 18 LS 2.50 181.3 325 18 LS 358 18 LS 400 18 LS 600 618LS 800(4) .5 3 6 .575 .638 .700 1.03) 1.366 .158 .194 .212 .230 .325 .421 .086 .098 .116 .134 .229 .325 19.800 1,683 2,475 3.069 3,683 7,702 12,949 .106 .203 .280 .373 1.168 2,614 .085 .125 ,155 .186 .389 .654 k4. ?ggg W WtJ 14 tJ Continuous Support Required Page 4 of 41 20.18. 16 AND 14 XHD PUNCHED "CEE" STUD LAND LS PUNCHED CHANNEL STUDS 13ti r � .563 TYPICAL I t' FORL T 'h" FOR LS j DEPTH INSIDE R = .093 DEPTH INSIDE R = .093 1 r? �� D �✓ )/Y 1• FOR L, 1/2" FOR LS Report No, 1715 TABLE NO. 1- DESIGNAT1ONS AND PROPERTIES OF STUDS AND SCREWABLE FURRING CHANNELS (S.F.C.) (1) (6)- (Continued) PUNCHED HOLE 11" FOR 21/2" DEPTH 2" FOR 3 % ", 3W, 4 ". 6" AND 8" DEPTH I 1 11' SPACED AT 6" O C. (MINIMUM) 1'. " FOR ALL 20 XHD TYPICAL PUNCHED HOLE 11/2" FOR 21/2" DEPTH 2" FOR 31/2", 3Ve ", 4 ", 6" AND 8" DEPTH SPACED AT 6' O.C. (MINIMUM) (ContinuedI VLVV VVV.IIV VII.V1 VVVIV IMI V, . IM ..I . YV IV V (206) 433. 1849 RUSSELL JOB #891910 -01 ,•,•�. »:• . . DE S.CRI.P;.;:TIU N "1 >,;: <.< AMOUNT : RCPT• # '::., DATE:;: BUILDING PLAN..CHEC < >.F•..EE .,. >.'�t .< . 0 0, � ' - " ;C - ... -" PLAN 1 '/kl �.. ; � CHECK • ��--, [� i J NUMBER �( "1 �'r �; : :y ;; , 1 .,•.. . • •• • I' .�. , ••rx -,.• �. r••.:� ,..... . . t •.. ... .._ UI DING SUR HARG E} .:- 3° : z1P 98124 -2207 lon ; ;; migness ENERGY SURC ARG NER., �..,.. :.::.,,.r...,f?s`. %'�.....�?: ..< ••t ..O ^•�•,:, ; t ;s: ;. . NE iW PROPERTY OWNER :• •, u :C : C• :► PHONE O• ' - • 5-- ZIP 8124 -2707 ADDRESS • • : :41. u . - : :, :' CONTRACTOR ___,ET , MILr,TTARY AIRPL S PHONE 544 -2L975 ADDRESS P.O. ROX 3707, m/s 46 - 87. SEATTLE. WA. 'L IP 9 124_2207 WA. ST. CONTRACTOR'S LICENSE # • EXP. DATE ARCHITECT STN{; MI TTARY AIRPL.AttES PHONE ( 2 6)_14.17:2975 ADDRESS p.o. OX B 3,207. M/S 46 -$ SEA TTLE, WA. _ z1P 98124 -2207 I. HEREBY': CER.TIIF,Y THA HAVa ;REAP ,AN.P t~XAMI. D TNIS APPl:1CATIQ .. NOW THE SAMETO BE TRUE AND CORRECT ,:'AND;I:AM ::AUT..HO1RiZED TO:APP FOR ThIS:PEf MITI. ' • ' • BUILDING OWNER OR AUTHORIZED AGENT ' SIGNATURE � ✓� %� DATE 1`0_23 -90 PRINT NAME TERRY BENNETT PHONE CITY /ZIP (2061 544-2975 98121 -2207 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE,WA. CONTACT PERSON TERRY BENNE'1'T PHONE 206 544 -2975 CITY OF TUKWILA Department of Community Development - Building Division SITE ADDRESS __3417.SO- 12f111 -BLD . 21 -n1.1 PROJECT NAME/TENANT BOEING MILITARY 1Y1E OF — E) Now Building CT) Addition WORK: CD Rack Storage _. CJ Reroof (residential) DESCRIBE WORK TO BE DONE: CONSTRUCT LAB AREA BUILDING USE (office, warehouse, etc.) MANUFACTURING NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 60k No U Yes IF YES, EXPLAr '--Q LV.f NC SQUARE FOOTAGE • Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? a No 0 Yes IF YES, EXPLAIN: APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements, Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the ti.. :partrn'rnt of Community Development prior to application submittal. Contact the Permit•Qoordinator at 433.1851 prior to submitting application. In all•cascc, evaluation amount should be entered bylhe 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 archltect/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 appiic'ation shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 .days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED SUITE # BUILDING PEflIIIT FEES (for staff use only) VALUE OF CONSTRUCTION - $ 506, 000.00 ASSESSOR ACCOUNT It 102304 -9067 Tenant Improvement (commercial) Li Demolition (building) R emodel residential L) Other : FEB 15 199 DATE APPLICATION EXPIRES u -a b -c11 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 MEMORANDUM TO: Of 10 `1'1 TD 5o y FROM: Shia DATE: • - / f (■-r SUBJECT: 73©-e.i ►�l ' - I o 1 PHONE # (2061433-1800 l 6(-) c,ctUr r�eVi Eck ki C• Gary L. VanDusen, Mayor PROJECT: - * PERMIT NO. DATE CALLED: SITE ADDRESS: Z dc n R . tab -- 4 DATE WANTED: REQUESTER: -9 TYPE OF INSPECTION: Y1 a.,k SPECIAL INSTRUCTIONS: foct t-JS- (2- c 1 1 . k ‘ c z k A • C K Q a LI Led ( ■ PHONE NO.: ° A INSPECTION RES S/COMMENTS: 10 ' 0 C ____---- ----...„ ------------- INSPECTOR: AIMIO -F.---- DATE: , c ?- 17 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTIO RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ailMa 0 gy . / a.. , c,e_.... NO. DATE CALLED: SITE ADDRESS: b -- TYPE OF INSPECTION: ,k,,., A a. 4 ) DATE WANTED: REQUESTER: , ..m. SPECIAL INSTRUCTIONS: PHONE NO.: 4 3 . 21:2 1. 2___° — INSPECTION RESULTS/COMMENTS: .. _de .- .4... -, 4 /a.m..— ail a ..,_ , ..■••' a wwww•••■••••= suctoeforrirl. -6t4 4• „I .4 -S-44 DATE: L ''''' „ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: fkret - '0 PERMIT NO. 0 . ---'- Mill111.1 DATE CALLED: SITE ADDRESS: / 44 11§/ TYPE OF INSPECTION: 4 , _IMMI1111111111111 DATE WANTED: - SPECIAL INSTRUCTIONS: li REQUESTER: /I /thiLz.,-A.._ _, PHONE NO.: 5q - „ e j INSPECTION RESULTS/COMMENTS: ..... - . ..• -- . -I. . Alliff / e • I i 21 , III e■ rlI1•1.1.1191. _ 4,1 111 A.1•6 — ./M . , „. . . • • • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: r . :". 2 / -- 01 6 PERMIT NO. 6 9 DATE CALLED: 6-- -7--7 DATE WANTED: ,� - S" SITE ADDRESS: / ZC7 ' TYPE OF INSPECTION: -4 4. / 6' G.•,) /3 - 9/ SPECIAL INSTRUCTIONS: ) P REQUESTER: PHONE NO.: - INSPECTION RESULTS /COMMENTS: L �, Air / . ,. - - ' • - ' _ i en eVe -' l 4' y' c'Z' S (' G4 IiJ DPCTAP! dr_ . A..... rti ATM, 4....f#i rte.• c/rr OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431.3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 4 , 0i�, .4 areARBBMIll PERMIT NO. � SITE ADDRESS: , • `• 0 �1J= �� DATE CALLED: —' — q TYPE OF INSPECTION: j / ��, DATE WANTED: , - 5 - # --Irv., SPECIAL INSTRUCTIONS: REQUESTER: T I F PHONE NO.: _ INSPECTION RESULTS /COMMENTS: :4 .- 0.4.9..,,E - -- a____ ,.k. La GA1.4. i .A -- a.. ,, i .(, • :.. ... c „&. . INSPECTOR: LATE! (., CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: xr ,, " . 2 -1 -'6 PERMIT NO. GS S- /-- Y SITE ADDRESS: ac'L /z_ TYPE OF INSPECTION: =,��� �� DATE CALLED: 7�z I •T_Ni II kV k1I per, -- = ry SPECIAL INSTRUCTIONS: REQUESTER: , f / ^ r PHONE NO.: INSPECTION RESULTS /COMMENTS: �= • + .......ea . , c .. /r /.. .►...:. .. _ / AV - .y 01L_ / INSPECTOR: DAT�C. '~Z. CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIdil RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 , / A 1/41", • r. CITY OF TWOWLA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 411111MIEW 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 / 4 # PERMIT NO. 0 (0 PROJECT: all* a SITE ADDRESS: 2L//7 ) Q r F DATE CAL / TYPE OF INSPECTION: ria,„7144(_ , ,t ,DATE WANTED: a.m SPECIAL INSTRUCTIONS: REQUESTER: Latit---,v■-i PHONE NO.: 3 - INSPECTION RESULTS/COMMENTS: n / c L i /4 A -/-1-,_ A 4IC ..,..r 1 • atir.II I. ...... .-.. o INSPECTOR: -. 2 1, ,,, 'AA, I DATE: , / A 1/41", • r. CITY OF TWOWLA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 411111MIEW 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 0 it- PERMIT NO. SITE ADDRESS: / 4/-- / / DATE CALLED: TYPE OF INSPECTION: a rt l a 1111111111Inglne DATE WANTED: SPECIAL INSTRUCTIONS: REQUESTER: OA* V PHONE NO.: 2 ? '-' G 0 INSPECTION RESULTS/COMMENTS: ....... ... ..... _..- e_..,_ - I ..... A■' ...... . .r.f.e A INSPECTOR: Ar .. _ ,.. ,„,„„. DATE: ,dr CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: � f4d / / PERMIT NO. tD4t 25 SITE ADDRESS: 34 7 5 / a-0 , i t P DATE CALLED: - c - 17 TYPE OF INSPECTION: `- rr�G�%u DATE WANTED: 3'9/ a, . REQUESTER: i SPECIAL INSTRUCTIONS: PHONE NO.: 5(13 — d V INSPECTION RESULTS /COMMENTS: 1 " L ., ,,, _ ,, 1 ..L. Z. . ,- .A 4-coi [ z , tc f Ai, ? 1 0 - . ice/ /A A -� i „► DATE: 1 /_ V-- QJ INSPEeT . -. _ _ .. I CITY OF T UKVVILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA Building Division 6200 Southcenter Blvd, Tukwila, WA 98188 433 -1845 Permit No, � Date y Job Address / / 7 &____/2o CORRECTION NOTICE The following items are found to be in violation of Ordinance 04C.,_ and shall be corrected. r� � 6_ 4 u. 46. 4 41 /0 /rr e,w/ rl "._._/ q C c — -_ Signed Buildln Official /Inspect° PROJECT: , L ' /, / ' • /D / PERMIT NO. CPS SITE ADDRESS: 24// I 1c' o ! // G2,., DATE CALLED: ° / . TYPE OF INSPECTION: /Z2 ,) , , ,, / , • DATE WANTED: — /v7-- 9 / . m . SPECIAL INSTRUCTIONS: REQUESTER: lir2/&6./ PHONE NO.: J()4¢ INSPECTION RESULTS /COMMENTS: Vi OA 0--A. r. ti--t-s-tr■-ok 0.0 ...- . Gt. -e? ap • k-h..r la -AXA.. 4 CA r 1 I +1.1‘. ( A.A.rJ a. .' S Oz!- vim- ZS.L ' � L . 3 d. - w.9.d , s ~1-a.- ... c - .-.,k ,.q.4n,c.6.. . INSPECTOR: C Lc-)z- DATE: 4 - ( 7 -1 1 CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: c 0 El tJc 21- O I u PERMIT NO. S SITE ADDRESS: 3 S. 1 Z©- PI-. DATE CALLED: ' /0 C ( TYPE OF INSPECTION: (L../a - �.►� / rJ ( DATE WANTED: !(. (1—g( II.m SPECIAL INSTRUCTIONS: REQUESTER: (j an,tik....._ IL . PHONE NO.: -- 3 % 3 -56447 INSPECTION RESULTS /COMMENTS: tt V , 4� 0..Q. G t • p ••.. DATE: '•P - f ► - 9 INSPECTOR: T ? ---- -- CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIO14 RECORD 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 PROJECT: ),. . n / N.W. CA bt.A.. PERMIT NO. (, q p S SITE ADDRESS: I S . / 2-0 •••• ee-- DATE CALLED: 3 - i 3 - / a.m. TYPE OF INSPECTION: ..... Wrisiz.k-- DATE WANTED: 3 - SPECIAL INSTRUCTIONS: REQUESTER: fr. lA) 4 LICIT PHONE NO.: 5 c_fq - 27j INSPECTION RESULTS/COMMENTS: ti\-1 INSPECTOR: • DATE: 3 - CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 stop work r.IECT: N c,, 21. d I. I PERMIT NO. SITE ADDRESS: 34%1 3 , .. pi... , DATE CALLED: TYPE OF INSPECTION: DATE WANTED: s.m. REQUESTER: SPECIAL INSTRUCTIONS: � ey r..A. PHONE NO.: INSPECTION RESULTS /COMMENTS: tJ L: .3-1. . • . • :► a . — re_ 1 N s . �J r j c)."-c) A r%/0 Co N C-YZC =^ c-c.A. Cam 15'0 Th ez-- S 4 A And✓) ' t c cA is t.1" • fM A�""e -■ * -S N•(L.vn cr' J S I tJ P- 1 i e.i i l 9 11 C/4 (O . 7 P Vrt g cam.-. INAPIA easrrev 01 D. (.,4-(4.30/..) INSPECTOR: �. 2 . - - DATE: 3 -- ? - CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIOiv RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PERTAINING TO CONSTRUCTKM ALTERATIONS OR REPAIRS ON THESE PREMISES AT l oEwC, 2-i ai 1 1 ,) . THIS ORDER IS ISSUED /BECAUSE '\ OF TUKWILA 0 ' ; / BUILDING DIVISION ` ' ®33 00 SOUTHCENTER BLVD. TUKWILA, WASHINGTON 98188 TELEPHONE (206) 431 -3670 ALL PERSONS ARE HEREBY ORDERED TO AT' ONCE POSTED / `• WARNING: The fai t(''. t o s wo the re f work wi thout permission from the Building Division, or the removal, .mutilation or concealmentof this notice Is punishable y fine and imprisonment. STOP WORK ( .) '„pM �`'� ° ' ... 1 9:c!._.__._.........._._ BY � Name / Title '7.Ft 'ars' 2.' i?:.. �i ,• 7,p14m :` 4«y : Project Name Address 3'/17 e^ ��, ��• Suite # /;Retain current inspection schedule Needs shift inspection FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 City of Tukwila Sprinklers: Fire Alarm: Hood & Duct: Halon: r✓ Monitor: A Pre - Fire: A/ Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM _ Approved without correction notice /Approved with correction notice issued Gary L. VanDusen, Mayor Control No. .4/ V Permit No. • - ef::--" • 57- • 7-1/, Authorized Signature . Date "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3870 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 .� 13 14 FIRE FINAL insp: 573 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3870 X 17 BUILDING FINAL 431 -3670 — N t IM 1 1 INSPECTION RECORD (Post with Building Permit in conspicuous as) DATE ISSUED: PROJECT: Boeing 4121 -01.1 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3417 S 120 P1 SUITE NO.: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar Is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, pluming, gas piping, electrical and fire stopping is in place. 8. INSULATION • After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47. and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type r ^gym often eliminate problems, delays and misunderstandings as the project progresses. 011114/9 PROJECT e›PeRkT130 7E444, L A05, CAIC. �r� 8" CHECKED ar �•a MATERIALS A. CAST -IN- PLACE CONCRETE I. PROVIDE CONCRETE AS FOLLOWS: a. MINIMUM COMPRESSIVE STRENGT 1I- ITERIOR . cc, - 2500 P . . . , . A IesLC k ' 7., 2000 p�L • BMA Facilities Developmental Center Seattle, Washington C - ' I ►� I >�,) C . I JC0Na. S 19tO -01 GATE 1-1 SHEET '61 or I RECEIVED CITY OF TUKWILA APR 2 3 %9 1 PERMIT CENTER • • IL R10tZ, .cvg,e)111cv . . .SAcics. PE.R. , coblc •A4 X ?e(L.oQ. IF/No . - . Ca . 5/tc$5. ` Azo HAPTER 3 6 C E%1 Q.102.' E:Q u t PMEtJ.T PPta =- 'sr '= 4000 paella. a ='2000 PSL • .b.. .M.ItJltvtOM • GEMEt 1T CoUT c. COARSE AGGREGATE SIZE NO: AC d. SLUMP AT POINT OF DELIVERY e. AIR ENTRAINMENT : 5% MAX f. WATER REDUCING ADMIXTURE: AS APPROVED IN DESIGN MIX. g. OTHER ADMIXTURES: NONE. h. ASTM C94, ALTERNATIVE NO. 3. DESIGN MIX FOR CONCRETE SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. LOCATION OF JOINTS OTHER THAN INDICATED SHALL BE APPROVED BY THE ENGINEER BEFORE PLACING THE CONCRETE. EXPOSED EDGES OF CONCRETE SHALL HAVE 3/4" CHAMFER, UNLESS NOTED OTHERWISE. PROVIDE FOR CURING OF CONCRETE AS PER ACI 301 CH 12. PROJECT" c)PE2/5. 21-o1 JOG NO 89 ( t a - U I CALL. B" T VV (t.. t E. CHECKED BY �� DATE .4. - ICo -q I skEET S I or I XIS"r T /cni� oc '2.'' eM6 . O W ( 3 PROjEGTto . . . . , . . . . . BMA FaciIcutes Developmentol Center Seattle, Washington .:-----=--- --;r-' . . • . . • , . . gev : IDE ""ris‘cc:- 3754-oo" h'EV1E.:A "8" de CLEP;U . ROUGHELI CURB DETAIL Developmental Center Seattle, Washington Peek ol...f TECA4 , Lh5 CALL 1 L , • . PROJECT 4 tk 5.R . C 4 To? LL or *8 S CREW (Co ToTA(2") BMA Facifues. CF STL STUD EXIST T /CONC EL. I00 -0" 3 /8 "0! „EXP BOLT (2 TOTAL) ;3” EMBED WASHERS I/4"x2 "x4" CHCCKCD 81 •(1 f NOTE: SCREW SPACING I" OC MIN DETAIL I 1/2" 1 � 1 E.--)/ 55o2" Y L 6 „ Kt;=J� .. 1 dabto. &tI li V DATE 4•16.11 s �. STRAP 2 "xI6GA S400 S502 rY I 10 S c-> . vJ (,w To-r o'r 8 S '&I ' (9 "roTi4,l.) or WEIS) • • • • 20GA'GUSSET I8GA TRACK WELD .serRAP To I lI2' o : Scl2v F J� NO "tE0 # 10 SCREW (4- ToTN,- or: #.84, ..... V1spoil► �( � � �. 4• (co -9 BMA Facilities Developmental Center Seattle, Washington aaOJ.c* TEGN , L .t � . V . 21-01 JOS Na. CAt.C. BY i � l.l� o.ECP'Ea e • fl ,i I6GA TRACK 20GA GUSSET STRAP 2''xt6GA DETAIL I 1/2" = I _04 " TYP Ev 1 ► or, „ el :4-- « -q o6;-> RE- C srOL 8919Io -o DA TT. 4 -L,•- S ..er• S\a #I0 SCREW C 9 Yo TA 1-.) <pi (r -ro .) CF STV STUD #I0 SCREW CCIP nr S S c R:EW NOTE: or WELD . • • • • . SCREW SPACING I” OC MIN / Wel.p STZPsP TO ( G U 5bE't 11J • LIEU �� Co [>‚ �2 . O . sc.4ZEWE .140 - reo . BMA Facilities PROJECT 0 PK TIIOkI j CALC. or t , vp p( L. E. i Developmental Center Seattle, Washington r . ;..' j ),; . ows 6 , .- . F= xC,8ps>=- I.2�r.,�`� +(2')(4)(Sr'<,F> = 4G„ 00 Le -.7., Tze? . pe..sl.Gl'J .i.' . ? . t= � ! . r 2Y .:JG :, s.0e..0) 3LE I S�ai� -1 FLA, . f...l III " 2_i TECH . l.A6 - 2 1- 01 J09 N0. CHECKED 9" V A� c c''aeA0..1f.: v'gE , B`aUP . . . . . . . . ) 00 p-5L Ue.z. 16 s 4u� • (.041$> 1, { -tack 60595 ,51 -0I OmE 1 SHE! T Q 6 I 15" (3''a V,s j ,� D(L ' 1�� • Wl O . 5T(2.AP • = 1 �6 C t) (,,059 ,B z 3.0005'9C,D M 'z( 4) (, ©°651d) Ib �/ - [114...? .-?...')/ t �2 a 0,20'x. . . . . . . ,Ae eo . 2 .( (2.4 :04) t 2(2)6 .o4)(. 204 .04 2(s +,2o- ,20- ,o 4j(2'(.2b +.04 5,2$ + 1,33 + also _ "1,11 114 1 u.ou) - 7.11 (Z oo - 49'7 0 Ibs 4-600 ibs O14 1 CALC. e"' BMA Faciiku'es Developmental Center. Seattle, Washington. PROJECT OPer a. 1lrc.�l . Lk - 7 , - CHECKED Or yr� t1 it .41 . ; a 411 .- . 1 G. : �; .. . � 4s9 k .6\ � r,f.. .pr . Z� .� . H°1 JOON °. r . (r j. .t:? - -?'S . . . . . . DATE if" _ % - a s SHEET .. • PLR •art • t•C r3 • (t - .��_ • rea. ! I4 • 1•60 .. . . , hlQ 10,129 Minimum* Attachment Schedule for Wall Coverings Type Attachment Approved Laths for Plaster 08 Phillips Walerhead Self- Tapping Screws (1/4" penetration) Spaced per Table 47-C. UBC Plywoods #6 Phillips Bugle Head Screws, (1/4" penetration) Spaced per Table 47 -G, UBC, Single Ply Gypsum Wallboard and Gypsum Lath Attachment per Table 47 -G, UBC Two (2) Ply Gypsum Wallboard Attachment per Table 47 -H, UBC ALLOWABLE SHEAR VALUES Self- tapping Screws in Light -gage Shapes Gage Size . of Screw Dia. " Minimum Allowable -based ' an shear on screws Allowable (where governs), Bearing on steel Fy t 33 ksi 26 ga..0209" 24 ga..0239': 06 0.136 1450 — #8 0.162 2050 #10 0.188 27711 2720 - . #12 0,215 3620 3110 3560 014 0.248 4830 3590 4110 . Angel ICBO REPORT �e1es 4817 E. SHEILA STREET NO. 2392P Metal Systems LOS ANGELES, CALIFORNIA 90040 Sheet No. 15 Walls to be covered one side, exterior, or both sides with minimum covering per Uniform Building. Code requirements. Bottom track to be secured at anchor bolts by driving solid web down over bolt, using iron pipe section, providing a tight fit; standard nut with 1 -5/8" dia. washer under is then secured.. 3. All nails to be common wire nails: Size, number and spacing as shown. Short nails may be used if required penetration per Table 25G, IJBC is met. 4, LEGEND: Detail Sheets GENERAL NOTES AND SCHEDULES * See Table V for attachments where racking shear values are required. indicates Detail number indicates sheet number where detail occurs. 1980 I '. 091G iO4 Nv L9190 le 'rt •9a '1d3CI ONINN dllM1ln� 0 A1 1.661. 6 Z ddtl M@ETIFAM t • 1 1661'9C 't• £60 £6S ,oz .' N vvls Wn11na 'd Noaaon In3U Q3031 /Let 1. 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I O301313d tONVIAmoNOo mosulK im1Q%(S, 1DNIVEMZDNH i 080NWHO J i1QO 7I1tI?I520Y$4 may► p q /� • eanoquvu aoauedxwo 0e govxagns (®1 AOH QHILW �1ttsOSN,TQ4Y Q 110 +4 &Am WDZi) Sm►YYii►li iflOH «i1YH ' 15ut°tSad 1144 20; ebtQ ;o gasket cim4 eavlbea ;au op paean ou 'pexplbea le6uo' ou gate gloats/ em4 'plati9mo ueaq av4 144 u07;011Xleuoo *744 •autp •u07aonx4auno N - edS4 nv peT ;temp 4tte> 4oie r7 DU7pt'Fne •110741;07a70*vta u07 ;ongaQUO0 1 07 edA4 e1 ;o fisted me pa,rmouoo pram dvo teUTRITP0 (vu1SInIC1 NiCIif(it3 MOWN° VOA ROOM 1.1.1.1 NyesV f / oe 03AUdddV VI A k lIM }Ifll AO A113 •iunedd pegoaaglr r M1►goe eA7oo aee � o � e uu� o W Buiva�� ,�, taea0i�euu'eupT�•��tt'�gdu 4r0 m nor t q "�eq 4 a eq4 o4 pem'%►.uT eq 0; at HAD X..®di 08 /Q ;o aeAVt guo ANuo • ddeo eq4 wax; amp Q /s ;o le get eu0 *Wpm tl1=4XU09 Q )11104 Raab euou i' Imam tiQ t4MMO :ADS DRUMM MZi3 011/214 'v 16AOHHWM ifinn ROR•T+ 00 1074/Xs e(7r GIs i A1. ie. TAT '4.7'4, AUUdN10:1 U19QR 6U I ,G7t I t'11 1H.1 'iHt.Io i.inv, II , O. F .1 . .\ . It 19i6•. 19 Sincerely, June 6, 1991 L- 6210 -TLB -121 ' Mr. Gary Schenk City of Tukwila Department of Community Development Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 Subject: Building 21 -01, Metro Site Dear Mr. Schenk, This letter is to confirm that all areas within the Ops Tech Lab Project, Permit #6465, issued March 7, 1991 are classified as B2 occupancy. There are no hazardous occupancies planned for this permit application. Boeing often has a proclivity for 'lover- building" in its projects, as evidenced in the Ops -Tech Project. S. G. Kell L = 46 -90 655 -9 Boeing Defense & Space Group Military Airplanes Division P.O. Box 3707 Seattle, WA 98124 -2207 RECEIVED CITY OF TI 1K WILP JUN 1D 1991 PERMIT CENTER CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 • Plan Check #90 -446: Boeing #21 -01.1 3417 S 120 P1 PHONE k (206) 4311800 THE FOLLOWING COMMENTS APPLY TO AND BECOME gE THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER �o h4 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Gary L. VanDsuen, Mayor Boeing #21 -01.1 Page 2 10. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 11. •Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington. State Professional Engineer. 12. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 13. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 14. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 15. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16.. Validity of Permit.. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. .AN REVIEW COMMENTS PLAN CHECK # q0-4440, PROJECT REQUiRED INSPECTIONS oFC 02r ttf. No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (298- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plane shall be posted at the Job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. All structural concrete to be special inspected (Sec. 308, WIC). All structural welding to be done by W.A.B.O. certified welder and special W Inspected (Sec. 308, UBC). All high - strength bolting to be special inspected (See. 308, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walla attached to coiling grid must be laterally braced If over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engineereed truss drawings and calculations shall be on site and available to the building Inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final inspection (see attached procedure). 18. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 298.4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, It is the contractor's responsibility to have a set of plans approved by that agency on the Job site. Fin retardant treated wood "hall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such identification shell be issued by en approved agency having a service for inspection at the factory. ( Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. All spray applied fireproofing as required by U.B.C. Standard No. 48, shall be special Inspected. a Ail wood to remain in placed concrete shall be treated wood. All structural masonry shall be special Inspected per U.B.C. Seaton 308 (a) 7. tf&°' Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the • provisions of this code shall be valid. 1 Footings ■ ■ 2 Foundation 3 Slab /Slab Insulation 4 Shear Hall Nailing 3 Roof Sheathing Nailing 6 Masonry Chimney F 44 �P, 7 Framing 8 Insulation 9 Suspended Ceiling ■ 10 Nall Board Fastening 11 N 12' 13 04 1 11115 14 FIRS FINAL PLANNING FINAL 16 PUBLIC WORKS FINAL 'r� 17 BUILDING FINAL .AN REVIEW COMMENTS PLAN CHECK # q0-4440, PROJECT REQUiRED INSPECTIONS oFC 02r ttf. No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (298- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plane shall be posted at the Job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. All structural concrete to be special inspected (Sec. 308, WIC). All structural welding to be done by W.A.B.O. certified welder and special W Inspected (Sec. 308, UBC). All high - strength bolting to be special inspected (See. 308, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walla attached to coiling grid must be laterally braced If over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engineereed truss drawings and calculations shall be on site and available to the building Inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final inspection (see attached procedure). 18. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 298.4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, It is the contractor's responsibility to have a set of plans approved by that agency on the Job site. Fin retardant treated wood "hall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such identification shell be issued by en approved agency having a service for inspection at the factory. ( Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. All spray applied fireproofing as required by U.B.C. Standard No. 48, shall be special Inspected. a Ail wood to remain in placed concrete shall be treated wood. All structural masonry shall be special Inspected per U.B.C. Seaton 308 (a) 7. tf&°' Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the • provisions of this code shall be valid. March 6, 1991 IVIlaham&DeSivo PIP : CONSULTING ENGINEERS Duane. Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91-T-06 (Boeing #21-01 Operations Tech. Lab) Dear:. Mr. Griffin, We have received information on the proposed: project and have . reviewed it for compliance with the structural portions of the 1988'Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings and calculations for your use cc: Terry Bennett P.O. Box 3707 M S 46 -87 Seattle, Washington 98124 -2207 incerely, Carl Geiger CAG:2 ^.ITYO RECEIVED MN '7 )V b1 PERMITCENTER 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (208) 6248151 (206) 6248150 _ Mahan&DeSalvo I CONSULTING ENGINEERS February 25, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -06 (Boeing #21 -01 Operations Tech Lab) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Revise the Structural Notes as follows: a) Require all welding to be performed by WABO certified welders. b) Call for special inspection of 4000 psi concrete. 2. Submit a copy of the soils report referred to in the Structural Notes to verify the new pile capacity. 3. Clarify on the drawings where the new augercast piles are to be installed and the location of the cuts to the existing slab as shown on calculation page E5. 4. Provide calculations for the effect to the structure from the equipment loads listed on calculation sheet A2. 5. Sheet S500 shows typical . framing for AHU support. Please clarify if this is new equipment or existing and provide calculations as necessary. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Carl Geige CAG:1 cc: Terry Bennett P.O. Box 3707 M/S 46 -87 Seattle, Washington 1200.5th Avenue, Suite 1910. Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: DATE: MEMORANDUM 'Y� k han d I5oi0 b'l )2, l i..g__ �o� PHONE H (206/ 4331800 -Febr'uo r lit, l SUBJECT: 1307 'L l I Q1 Gary L. VanDuscn, Mayor i TELEPHONED PLEASE CALL CAME TO.BEEYOU '. WILLCALL 41'N' WANTSTOS RUSH ''; RETURNED YOUR CALL . SPECIAL ATTENTION . FOR DATE TIME OF PHONE SSAGE Y! PO RT*1I IT MESS A � h.tV. AREA CODE NUMBER A. EXTENBIO n r) 01 aI nd •029 • DATE 0.2 TYPE OF REVISION: Lh p2 / �i Gt ( ,2 e /4 /o X3s7 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** PROJECT NAME l e7:-/, ADDRESS 9 J J 3 E, 0` ii-d/ CONTACT PERSON ARCHITECT OR ENGINEER PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 9e SUBMITTED TO: ac: ;:e.4 RECEIVED CITY OF TUKWILA FEB 1 i La.vi PERMIT CENTER PHONE , - .� - y,��` ;77c; "' SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431-3670 PROJECT: • ADDRESS: t�.1 t 2 . DATE TRANSMITTED: ( 11 4 THE FOLLOWING CORRECTIONS AND/OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW .•i• . • m4► u • !IMP '••'.Ai Al • . • ■ 1►� . S • 4 • \ ut t. .1.i II • ► r i +.� ri("P fa' �; ... w . t.. . • a• .. f / P . .,� _ac .•..`l1" . i! .. • � • A. • • II no 1 Vii' ♦ .L�" S- L •• y. a • r1 :'1 r • ITEM PLAN CHECK 3DITIONAL INFORM/ 'ION REQUEST LAB, COMMENT , 6300 Southoenter Boulevard - #100 Tukwila Washington 98188 b LE L C PLAN CHECK NUMBER o - 440 AL Lou) A ..'. 'b ► G A ....LE..D C AN ?R T2s.ktTiE M V /.40., — ATiON i s i cy ..� .e N bP ' .�A. 1 . 1 NbtCATES A '2 41 i 02E x,'TL�,AI.. EMEI�ljs �CQ.'41 , � * 'r °S1120CTLIQAL t to bN$ C atilt_ ...A .. • _ * ► .M'..1 ! • w.. r• A 'FlPootsioNis AT ALL NEta) 061EEL LOLL V4NS. BE C EN111NEERS DATE: TO: /-1 /Z CITY: BTN NUMBER; FAX NUMBER: REMARKS: c; E & C ENGINEERS CSI MI LE LEAD SHEET - BECE Win 'RECE FROM 296 655 4'821 2. 4.1491' 15$11 NUMBER OF PAGES CITY: BTN NUMBER; FAX NUMBER: RECEIVED CITY OFTIJKWILA FEB 1 1 1991 PERMIT CENTER 655 -4821 P. 1 � EI1G I IIEEF.3 2. 4 .1. 4 1 1 °s 11 F l..Mil�i 4./ E �IrR LDITIONAL INFORM r1 ION CITY 01 T kWIMA RECEIVED OOpEirtment Of Qommunity Oe lopmrnt r Building Division CITY OF TUKWILA mane: We) 431.3670 FEB 1 1 1991 ""ECT LECE. 11 4• 6 strrerORERATID&L...Ttaa rr Ar E . . I : O AT: TRANSfiki 1liP TNT I'OLLOWINO OQRRICT4S AND /OH? CLAI 1PIQAT,ON$ Arm ReQUINED T OOMPLLign rim PLAN RaVIM+W. v..• w .......•_.••••••• �• •+.a.. 7.1 �j J - • •••••• r. fry ••v.r•.r«•r ror Mort necesveo ri o f•• r..••.ye • r. .. 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MIAT .2atkthS17kirr •• .•••■••■■.A.aG.M ....M _ ___ .L.w. i1MrI• r•..•.Pr•••+•• +r_R ,_• ._ ...- �w•M'IrrM'•ws. rr..�rr.r+ _ .... .....• ... r Mr+e .rte• ..... «•...• -.• .. •••..•.,qMq 1. 2211991 14140 2. 4.1991 14s 'S 8300 Southoenter ooul$Vairl -- #f 04 Tukwila Walhingtvn D9196 P. 2 NUMpt go t .YOL.Y..A. •••-•••w•wr .. - +.w %glo wr••.wb .Nw •r•w..sr vrR.401411•111111•••••••••••••••••..v••• •••••• P F. 2 Dear Sir: City o rukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -446 (512) Gary L. VanDusen, Mayor November 20, 1990 Re: Boeing Company Building #21 -01.1 - 3417 South 120th Place The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(S) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located sous to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall be openabl.e from the inside without the use of a key or any special knowledge; or effort. (UFC 12.104b) City o Tukwila Page number 2 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings•shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests, (NFPA 13, 1- 10.2) (UFC 10.305(b)) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. Page number City ®. Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 (NEC 70) (UFC 85.101) The - Tukwila Fire Prevention Bureau: Gary L. VanDusen, Mayor All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries, (NEC 70) 5.• Visible hazard identification signs shall be placed at all entrances to and In locations where hazardous materials are stored, handled or used in quantities requiring a permit. (UFC 80.104(e)) G. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC'10.401) This review limited to speculative-tenant .space only special fire permits maybe nece 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: Yours truly, V DEPARTMENT: DATE: 2 l rr1 TITLE: DEPARTMENT: 1),C,t, — .SIB PI lCj vIV, .X:�•:.v.1%/!:!. . • .y %:i :. %ivn ;J•,•• , :! ?.Y: ?!'•. •!r!:11: ��i.'l %Y, M•YV,!.}:!•A1Y'A}Y'! titre:: /rn 4iflr.YwYYhY.lN1Y.Vti.YY..i : tr.:J!i %:i%.ifiYN.YI</r(%'N TO: —1- 'Et E(i TITLE: COMPANY: - NCB CON1,' t4 C.( .y %:ttS'.v /i !. .. .n :i. .ovXK {.y %: %t•; .:... .'/., .,4<... Y?:. Yr? r•{l wv . %'. %t +F!t ? ?A'::.:<t.y.%:F /.:!: % N.! isY.( bK< ir> y.' l! i::! tt•%:?: tHS':. Y. i.%% N.' f.':l tv, {t /h..'!l'!U.?4.�. /:i..?!nr. ' r FAX NO. 54^ - ogle+ `T R E. �._._7 JQEO1EW ,./of iE,� . # 41-Ca • ..... .:'l ?: !: rir, rl :: �.: ..:�' % /:'! /i���i�.:i:!:'r i'ir i:..:�• / /: /!.: %iii:: IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 CITY OF TUKiTI. PERMIT CENTER FAX TRANSMITTAL NUMBER OF PAGES TRANSMITTED, INCL. 2 THIS COVER SHEET: FAX NUMBER: (206) 431 -3665 SENT BY (INITIALS): 'rl •/i • !.• / /:!t: n v �.:.y.a.. y %3'� i�..::nc.:.vn•: /.;•: Yny� R Sze. s. :: �•. ....y {.:i;. /�. ., .,..::..,w�, . .. �i.!�.v;: % • ... .. .. ... . :..... . .. .. . Y. vq^;nr��r.Yi: ^. v "✓.%i! > }......f ,>s,..y„vq.... . C Office: (206) 431 -3670 06 /15 /90 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431-3670 PROJECT: .-- - LAJCII4C CPEZATICC6 - TECH. LAI3 IRD4 Zi —0 1 ADDRESS: -3417 20 Pt-. DATE TRANSMITTED: 2: PLAN CHECK Li T AtDMONAL INFORMAi ION REQUEST THE FOLLOWING CORRECTIONS AND/OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. .4 a INP A rya . . itr _ A • , • • A SaCc fad. . !ti A •.■ _to _ 0 t.. 11 Et _go C. 04 21_1 P 1 t.. . e 1.1 . I. ■ • 444.'• : . A , . . 4 al. zi tra L4 :. I I i. IMMIE M. ! 0 ■••• 141I. to•-•• fk 1.4 ITEM sal AA ..10 Si sE IRSOIEtop cat4o 0 ■••• • IR' A : 114E MEC14 (4 5 COMMENT 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 .0 1...1■ LEOE.L. tb. tr. • t • k # 30p ED Ton?. 1t1 FILL AT &Pio Lit4e.0 M lior 'ESE a t1 • lbs ErAFsLA g.415.() AK( ITEM I Eu1L011A4 PeAts1 C4 4 514ERT A3L NDtc,ATA_ZMgFigE - • L •. it • • • - • a vs • B. ADDITION CIL I1FO1LM4TOW 16 REeZo RED &(..Lt :5..1 • • •11 WAE714 wet 6Th , • .eso .. a 4,,,ttled Z-12- ES Nat) e"etwtied LoAt6. rilcumDE ilgVoentlATloW 'F-001.10ATION WiDOtsiclas___GLJALLNEutisd 4 6rolvrwize OF rowAxP r",A. DATE: 1 .SAN 9 TELEPHONED PLEASE CALL. CAME TO SEE YOU WILL CALL AGAIN WANTS SEE YOU * RUSH — .-- '• ' "s'' — ',".,', ;:' ' • RETURNED YOUR CALL SPECIA L ATTENTION - 1 • , ' FOR DATE M OF PHONE • • IMPORTAIRITMESSAG MESSAGE AREA CODE TIME 1:32.r) n-Qt NUMBER 1 -1 EXTENSION SIGNED s UTHO tni us.A. TOPS FORM 20026 Plan Review PROJECT vcsthici zt.."'OE i 777,, ADDR ES_S� _ 7 __ `" DATE V0 10 OCCUPANCY GROUP Z � C.• �t4 + for TYPE OF CONSTRUCTION LOCATION ON PROPERTY / NO. STORIES e- BUILDING HT. FLOOR AREA OCCUPANT LOA EXITING REQUIREMENTS L °' . 4ts 4REA, > L0 1 % + •v 1.41 LAmit4ATioN 1 t herAeotedr—: Avt nit r7 4 5P, AM O. 1.4 W.S.E.C. CHAPTER 51 -10, W.A.C. CITY OF TUKWILA DEP,tkTMENT OP COMMUNITY DEVELOPMENT PLANNINa DIVISION q prepared by: PU4N CHECK NUMBER q0- 4 TZ+t o ftrit 7001:a _TEL 2cl Buz. A tU TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. I 1 O C Lc A�1D �I�t DETAILED REQUIREMENTS OCCUPANCY NOTES: 0L1 f 'T tZ7MtrreD 14 1 Ream&commekur Tpansfiafeweir GRID & DIMENSIONS 9/27/90 REVISION FACILITIES DEPARTMENT IIIIIIIII 1 1 1 1 1 I I I II1 1 1 1 1 I I 1 II 1J11'1'1`Il1f ;J l 0 16 THS INCH 2 BC LZ 9Z SZ 4 7Z i CZ ZZ . I1 j ! JIli11i11 14 11111116 O AUBURN, WA , 98002 O BELLEVUE ? WA 98007 . 7 1973 0 EVERETT , WA ..98201 O KENT , OVA . 980,1 O PORTLAND ; OR 97220 O RENTON, WA, 98055 M SEATTLE WA . 98124 • y ra f � 1 1111111 1, 1111 .1.1 11. 1;.111:,!. 1 III! I1 I 4 5 6 7 8 NOTE: If the microfilmed document '.s Less clear than this notice, it is due to the quality of the priginal document. si t .CUI,TP] 8l LL 91 5L i 8l Zl • LL 0L 6 8 1. ' 9 iinhiil Iiil19111111I1 fiilllnho lilliliii >>i�l�nliiii�i���l!l i�� ��l�iii�ii ill iil!ilili�i� l��iliilil�i Vii► ACCEPTABILITY THIS DESIGN AN /OR SPEC! F ICAT ION IS APPROVED APPROVED $Y DEPT. DATE 11 ( 1111111 1 1111111 1 1111111 ) 111(111 1 10 11 MADE INKRwm 12 BLDG ZI -0! AM10 COL A -D/ 1 5 LAST REV 1 S i ON smcgT DUUO IAMIO A200 SEE FIRST FLOOR PLAN FOR ev CONTINUATION OF %ALL � .-- EXISTING CONhRETE TILT -UP WALLS I A M I O A500 MECHANICAL EQUIPMENT - SEE MECHANICAL PLANS EXISTING VERTICAL LIFT DOOR JAMB / OPEN TO BELOW IAMIO A200 PLYWOOD FLOOR ON METAL DECK EXIST COLUMNS HANDRAIL 1 1 8 EXISTING CONC TILT -UP WALLS MECHANICAL MEZZANINE FRT.] HANDRAIL MEZZANINE PLAN CHAIN BARRIER OPEN TO BELOW ---' IAMIO A200 LADDER TO BELOW EXIST COLUMNS CITY OF TUKWILA APP OV,ED '. BUILD. MTD REGLET -- O ASOO FRY SURFACE NEW DOOR EXIST TILT -UP WALLS DATE R E V I S I O N END OF NEW AREA WITH MEZZ. OVER EXIST VERT. LIFT DOOR EXISTING CONCRETE TILT -UP WALLS PARTIAL NORTH ELEVATION NEW METAL SIDI ASC PACIFIC PS -I2 24 GA KYNAR 500 TAHOE BLUE 111 1 0 iB THS IN; %{ 1 NORTH ELEVATION o LINE OF NEW MEZZ. -- SEE PARTIAL WEST ELEVATION, THIS SHEET,• FOR LARGE SCALE DRAWING OF THIS AREA 7 CEILING LINE OF NEW 1p R MOM ON SR bAIIM NV R SAM OM b —b AAS a Ann1a Op ON AIMS MR r nano r Are ARAM ma Ma maw RRI b 12 TYP IA10 A500 ACCEPTABILITY TN I S DES l GN AND /0!t SPECIFICATION I PROVED APPROVED BY DEPL DATE O AUBURN WA 98002 O BELLE'V'UE , WA 98007 O EVERETT WA . 9820 O KENT, WA.98031 O PORTLAND , OR . ,9 7220 O RENTON, WAS 98055 SI SEATTLE , WA . 98124 quip 41 ill 4 NOTE: If the microfilmed document is less clear than this notice, it is this to they quality of the original documents WEST ELEVATION r, CORis , 3M (M UM 'A .:: LOUVERS SEE MECHANICAL pi I'' � 9 c miil 1111111 iIIIII1111 1111111111'IiI 111111 I 10 11 MACE w cca lum 12 G y ZL . LL 01, 6 8 h 9 S +7 t: f 1 1.1" 0 IIIIIIIr IIIIIiII IIIIIIII IIIIIIIIIIIIIIIII I IIIIIiI ! I IIIIIIIII .�4� .t�'� - Rvf. �? . rfi�f}" !` �. �S! .^ d. r 1{- ' :. r. % L < t�f 1:1rRGY�y 4� L - AR.MR/M IRO d b A/ AlSR R AR G/ A b MA O AR MAAR — MA ORRAIR t MM AR i w AT A,AA OMRR. b OM mos O ON OMo ON N omit 00 b Mille b M OVUM OM b WWI .MA R Muwa b O {M>•AR q, SEE PARTIAL NORTH CAULK WITH BACKING ROD SOLID'METAL STUD`FOR BLOCKING AND FIRE STOP AT 8'0': O,C. VERTICALLY ,FIRE CAULK BLOCK I NG TO WALL HOR I Z . AND BETWEEN STUD`AND WALL AT I0'O MIN. ADD CURBS REVISION �--- -- E X I S T I N G ROOF: ROOFING PLYWOOD DECK JOISTS PURLING EXISTING EXTERIOR WALL /_,1t1 / / /tlttttlltt tilt /rtit P 111 /r1tr, tt41t4!trt.'1,ititt TYPICAL NEW FLOOR /CEILING PLYWOOD, FLOOR ON STEEL DECK STEEL JOISTS RESILIENT CHANNELS TWO LAYERS OF 5/8" TYPE "X" G.W.B. 1/3" STRUC 2 A/C PLYWOOD EXTERIOR GLUE ON METAL DECK DECK AND JOISTS , SEE STRUCTURAL R -30 F I BERGL BATT I NSUL A200 DATE EXISTING CONCRETE FLOOR TYP. FLOOR SEE STRUCT, 4" BLOCKING AT CELL REVISION HANDRAIL SEE DETAIL 9 /A50I 2X4 CONT BLOCK SOLID METAL BLOCKING AT CEILING LINE 5/8" G.W.B. BOTH SIDES —SOLID BLOCK AT MID. HT. 6 METAL STUDS AOIO A200 BY APPROVED DATE IA10 A200 EXTEND FLOORING UP WALL. FOLLOW MFGR. RECOMMEN— DATIONS WALL BETWN NEW SPACES ,�-- SELF BASE SOLID METAL CHANNEL STUD AS FIRE BLOCK AT 8'-0" . ABV . FIN. FLOOR TYP, FLOOR AND CEILING CONSTR • AU6URN , WA . 98002 O BELLEVUE, WA . 98007 O EVERETT , WA 98201 0 KENT , WA . 98031 O PORTLAND, OR 97220 O RENTON, WA . 98055 SEATTLE , WA 98124 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. f . arlaftwafty EXTEND FLOOR FIN UP CURB. FOLLOW MANUFACTURER'S RECOMMENDATIONS DEPT. Tt 1073 0E; 6Z se LZ 9h gZ $1Z CZ zz Iz oz 61 91 LA 91 91 4 71, £l ZL IL 01, 6 El illl! IIIILIIIIIIIiIII �IIIIIIIIIl lillllillllllllllll! IIII6IIIIIIIIl IIIllllllilllllllll llllllill IIIIIIIIIIIIiIIIIIIIIIIIIII lIIIII'lllllilllllllllll I i �� III! IIIl IIilllllllllllllll�IIIIhMIIIIfIIIIII�I .,lllllllllMH .'U .c' , °21'G- .t ��.e.:W ��s; D,� 9 /+� ACCEPTAB IL I TY THIS DESIGN AND /OR SPECIFICATION IS APPROVED I WW 0 MIIIIIIIIIilhIIIIIAIIIIIII!IIIIIII6I I IIJII 12 TYP. FLOOR AND CEILING SCREW TOP OF WALL CHANNEL TO BAR JOISTS 5/8" TYPE 'X' G.W.B. BOTH SIDES 6" METAL STUDS @ 24" O.C. EXISTING CONC SLAB. SEE FINISH . SCHEDULE FOR NEW FINISH SEE STRUCT . FOR FLOOR CONN. TO WALL FIRE CAULK AT WALL EXISTING CONC. TILT - UP EXT. WALL SHOWN 'CROSSHATCHED BUILDING SECTIONS WALL SECTION ARCH!TECTURAL MAST BLDG - 2k-01: ■ 4 MTL, CHANNEL RAMSET TO `WALL FOR CEILING AND FLOOR BACKING 6" METAL STUDS'cll ` 16" 0 SELF BASE BUILDIN ,!VISION RE &C ENGINEERS • a,: DOOR SCHEDULE MARK DIMENSIONS DOOR RAME RATING HDWRE GROUP REMARKS WI DTH HEIGHT 1 I )i3 .I Hi I 3dt1 1VW N, Sao J a_ 3d)d IVA Nil 101 a a a a a a a a a a ADD WEATHERSEAL HEAD & JAMB 102 8' -O" 8' -0" - A b d - e c d I hr 1 -3 B c g - W h g I hr 2 103 3'-�0" 7' -0" B c g i c g -- 104 3 1_ 0 ,1 7 ' 0" 1 -3/411 105 6' -O" 7' -0" I -3/' C c g - h c g 20 MIN 3 ONE PAIR OF DOORS 106 3 -0 7 -0 I -3 4 B c g I n c 9 20 MIN 2 . 107 12 ---O" 12' -O" -- A b d - - c d 20 MIN 108 8 ' -0 " 12'_0 — A b d _ e 20 MIN f, j 109 12 -=0" a =0" - D c d - - - -• - k , GATE BY ROBERGE THE FENCE MANUFACTURER 110 3' -0" 7'--0 - E c d _ _ _ _ _ m GATE BY ROBERGE THE FENCE MANUFACTURER p III 3 : - t 7 ' -0 " - E c d - - -- - ._ _..._._. m ,..— GATE BY ROBERGE THE FENCE MANUFACTURER 112 3'--0" 7 -O" - E c d - _ - - - m GATE BY ROBERGE THE FENCE MANUFACTURER 113 o a a a a a a a a o a 114 a a a a a a a a s a a a 115 a a a a a a a a a a a a DATE 0E 6Z 8e I I I I I 11011 l I I I I I I I I I I I 11111 { i 11111111111111111111 � ,.. lr •.. ......� ... SZ hZ : £Z ZZ tZ Oz 61. 81. Ll Ot Sl 7l I III III II �I1 IIlI 1111III IIO i �Ii1111 �I►II�I�I��I J .:es,v !'! -1.. � s GROUP 2 11'111111111 111111 (114111111 1 111 I Ill 1'11111 I;L..I .. (I I II , I'I 4 5 6 7 3 NOTE: If the microfilmed document is less .., � clear than this notice, it is due to the quality of the original document. MATERIAL ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY MAINERS LAST REVISION MATERIAL 8GA350N 891910 -00 OVERHEAD COILING DOOR e REMOVABLE MULLION C GATE TRACK SHEET METAL SHEET METAL . LINE OF FLOOR • CHANNEL ---" GUIDE 4. WIRE MESH - SHEET METAL LINE • OF FLOOR C e EXISTING OVERHEAD COILING R &S MANUFACTURING CLIMATE—GUARD WEATHERSTRIPPED°DOOR, MODEL WFM W /FLAT FACED SLAT TYPE 25, ADD BOTTOM ASTRAGAL, (623 -0533) STEEL—CONFORM TO SDI — I OO GRADE 2 HEAVY DUTY 16 GA GALV FULL FLUSH FACTORY BAKED ENAMEL STEEL CHANNEL WITH SMOKE GASKETS FUSEABLE LINK & SMOKE GASKETS FACTORY INSTALLED HARDWARE GROUP LEGEND GROUP 1 -1/2 PR HINGES I EXIT DEVICE I CLOSER I OVERHEAD STOP THRESHOLD WEATHERSTRIPPING DOOR BOTTOM 14/2 PR HINGES I LOCKSET CLOSER. I WALL STOP SMOKESFAL GROUP 3 3 PR HINGES I PR LOCKSET I PR CLOSERS PR WALL STOPS REMOVABLE MULLION BY DOOR SMOKESEAL HARDWARE 4 I CYLINDER . 0 AUBURN , WA . 98002 O BELLEVUE , WA . 98007. O EVERETT , WA . 98201 O KENT , WA 98031 O PORTLAND, OR . 97220 O RENT ON WA . 98055 ▪ SEATTLE WA 98124 ArIsMomapsemmow HAGAR VON DURPIN YALE GLYNN JOHNSON PEMKO PEMKO PEMKO HAGAR YALE YALE GLYNN JOHNSON PEMKO HAGAR YALE YALE GLYNN JOHNSON MANUFACTURER PEMKO KEY FACTORY PRIMED, CONTACTOR PAINTED h HOLLOW METAL - CONFORM TO SDI-100 GRADE I I HEAVY DUTY 16 GA GALV W/M I TERED AND WELDED CORNERS, 3 ANCHORS PER JAMB & 18 GA FLOOR ANCHORS i INSULATED CORE j MOTOR OERATED k HASP AND LOCK m PREP FOR YALE LOCKSET LF5407 26D n .SAME AS "h" W/O GALV 68 I I 9 I 4-1/2 X 4— I /2 26D 99K 991K —R 26D 4400 26D GI0O -3AS 26D 2090AS W/ S3 303AS 303AS CITY OF TI KI ILA APPROVED M!- ry 0''1 M I S C I SC FINISHES /BLDG PLAN ADD EXIST. FJ$E 0008 ROOM FINISH SCHEDULE FLOOR BASE WALLS CEILING CLEAN 1 -- ---- -- ROOM N E S W ROOM # ROOM NAME CLASS Q ! < - < I- -z �- 001 CHEMICAL ! . 5M , 6-2 - W-I P-I 1 W I P- ! w- I P - I w- I J P-- I W- i P- I 14 ` - 0' 002 ELEC. 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W---E G.W.B. EXISTING W --I G.W.B. TO COMPLY WITH A.S.T.M. 036 FIRE- - RATED, 5/8" THICK, U.L. LABELED TYPE "X ", WATER RESISTANT. (SEE NOTE A) W -2 G.V.B. TO COMPLY WITH A,S,T,M, C36 FIRE- RATED, 5/8" THICK, U,L, LABELED TYPE "X ". (SEE NOTE A) W -3 PREMANUFACTURED FENCE FACTORY FINISHED, BAKED ENAMEL W- -4 EXISTING TILT -UP CONCRETE WALLS KEY MATERIAL P -I PAINT PRESERVATIVE PAINT READY MIXED. ONE COAT PRIMER AND TWO COATS VINYL P -2 LATEX SEMI -GLOSS FINISH. " ROOM FINISH SCHEDULE BUILDING PLAN ARCHITECTURAL MASTER COL A -D /1 -5 D.0 CITY OF Tt1KWiLµ APPROVED BUILDING DD VISION RECE VED CiTV nr TI IKWILA FEB 1 11991 PERMIT CENTER QE &C ENGINEERS LAST REVISION 14v . t1 Y a V S'_uw. y�S � � i �idiA C.aiUO '• { f ADD NOTES APPROVED REVISION GUARDRAIL R E V I S I O N O AUBURN, . WA .98002 O BELLEVUE WA :.98007 ARMEZAW 0 EVERETT`, WA 98201 O KENT , WA . 98031 O PORTLAND OR , 97220 O RENTON , .. 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UNIFORM BUILDING CODE -1988 EDITION AMERICAN NATIONAL STANDARDS INSTITUTE - ANSI A58.I - 1982 ACI 316 -83 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CRSI MANUAL OF STANDARD PRACTICE - LATEST EDITION AISC MANUAL OF STEEL CONSTRUCTION - NINTH EDITION AWS, STRUCTURAL WELDING CODE - ANSI/AWS DI . 1--88 FACTORY MUTUAL ENGINEERII'G DIVISION STANDARDS AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) UNDERWRITERS LABORATORIES DESIGN CRITERiA A. SEISMIC LOAD V = ZRC W •= TOTAL LATERAL FORCE AT BASE C =2.75 Z = 0.3 FOR ZONE 3 BRACED FRAMES AND SHEAR WALLS WITH VERTICAL LOAD- CARRYING SPACE FRAME Rw = 8 W = TOTAL SEISMIC DEAD LOAD B. FLOOR AND CAP LIVE LOADS I, FIRST FLOOR 2. C. d. e. f, h. "Wei WOW TOPMMA REVISION COMMENTS, DELETE MILL FDN 5300 LB 5300 LB 250 PSF AND AS NOTED 600 LB 600 LB VI'. %A l� 5s-II" FRONT c REAR WHEELS WHEELS NOTE: FOR IMPACT, INDICATED WHEEL LOADS INCREASED BY 10% 3. MECHANICAL AREAS 4. THREE AXIS MILL 5. CAP C. SOILS DATA AND FOUNDATIONS REFERENCE: SOILS REPORT BY EARTH CONSULTANTS FOR BLDG 7 -2I7A, DATED MARCH 4, 1985. SLAB ON GRADE SHALL BE PLACED ON A VAPOR BARRIER OVER A MINIMUM OF 18 INCHES OF COMPACTED FILL WITH THE TOP 6 INCHES CONSISTING OF CLEAN SAND AND GRAVEL OR CRUSHED ROCK CONTAINING LESS THAN 5 PERCENT FINES -BY WEIGHT. FOUNDATION WORK WILL BE MONITORED BY A SOILS ENGINEER, HIRED BY OWNER, FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY SOILS FNGINEEER PRIOR TO PLACING CONCRETE. MATERIALS A. CAST- IN- PLACE CONCRETE I. PROVIDE CONCRETE AS FOLLOWS: a. MINIMUM COMPRESSIVE STRENGTH - F ' = 4000 ` PSI @ Y c 28 DAYS b. MINIMUM OF 6 1/2 ` SACKS OF CEMENT PER CUBIC YARD OF CONCRETE, AGGREGATE ACI 301, CHAPTER 3 COARSE AGGREGATE SIZE N0: 6 SLUMP ENTRA S�LMAXRY: 3 INCHES MAXIMUM. WATER REDUCING ADMIXTURE: AS APPROVED IN DESIGN MIX. OTHER ADMIXTURES NONE. ASTM C94, ALTERNATIVE NO. 3. DESIGN MIX FOR CONCRETE SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCT ION, LOCATION OF JOINTS OTHER THAN INDICATED SHALL BE APPROVED BY THE ENGINEER BEFORE PLACING THE CONCRETE. 4. EXPOSED EDGES OF CONCRETE SHALL HAVE 3/4" CHAMFER, UNLESS NOTED OTHERWISE. ACTUAL EQUIPMENT WEIGHT 20 KIPS 20 PSF OR ACTUAL EQUIPMENT WEIGHT FORKLIFT 4000 LBS CAPACITY C. 2. REVISION APPROVED DATE 111111111 11111111:::::::: MI MN Wa CASTmINmPLACE CONCRETE ICONTI 5. PROVIDE FOR CURING OF CONCRETE AS PER ACI 301 CH 12. I , F T S TING OF . C'ETE AS PER TM E3..9 PROV D PEC 10 • 4lei B. REINFORCING STEEL I. CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE'WITH ACI 318 -83 AND ACI 315. 2. REINFORCING STEEL. SHALL BE DEFORMED BILLET STEEL_ CONFORMING TO ASTM A6I5 GRADE 60. 3. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS, PLATES, OR ANGLES, ETC., SHALL BE PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. 4, REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED, UNLESS NOTED OTHERWISE. MIN. COVER o. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 IN b. EXPOSED TO EARTH OR WEATHER # THROUGH #I8 BARS 2 IN #5 AND SMALLER 11/2 IN C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND SLABS,. 3/4 IN FOUNDATION I I/2 IN LAP SPLICE LENGTHS FOR CONCRETE: (UNLESS NOTED OTHERWISE) #3 i -3 #4 l'-8" #6 2'-7" #8 4'-3" #5 - 2'-2" #7 3'-3" #9 . + 5r -5" GROUT I, NON - SHRINK GROUT SHALL BE EMBECO #885 BY MASTER BUILDERS, OR OTHER APPROVED. De STRUCTURAL STEEL I. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B. FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS. 3. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL RE REVIEWED BY THE ENGINEER PRIOR TO FABRICATION. 4. STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE FIELD WELDED SHALL NOT BE PRIMED. 5. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER TOOL CLEANING. SURFACES TO BE PRIMED MUST BE DRY, FREE OF DIRT, OIL, GREASE, OR OTHER FOREIGN MATTER. E. STRUCTURAL AND MISCELLANEOUS STEEL CONNECTIONS I. ASTM A325 -SC CLASS A HIGH STRENGTH BOLTS SHALL BE USED FOR STRUCTURAL CONNECTIONS, UNLESS NOTED OTHERWISE. INSTALLATION SHALL B. I N ACCORDANCE WITH A I S C S P E C I F I C A T I O N S . 2, PROVIDE EACH BOLT WITH ONE HARDENED WASHER, ONE LOAD INDICATOR WASHER, AND ONE HEAVY HEX NUT, UNLESS NOTED OTHERWISE. 3. BEAM AND GIRDER C)NI`IECTIONS SHALL BE MADE WITH DOUBLE FRAMING ANGLES, SIZE L4 x 3 x 5/16 UNLESS NOTED OTHERWISE. 4. CONNECTIONS OF BEAMS AND GIRDERS TO COLUMNS SHALL INCORPORATE 3/16 INCH OVERSIZE BOLT HOLES. 5. ANCHOR BOLTS SHALL BE ASTM A307 OR A36, UNLESS NOTED OTHERWISE. 6. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH ONE HEAVY HEX NUT AND ONE WASHER EACH BOLT, UNLESS NOTED OTHERWISE. WELDS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND AISC PF IFI ATION . LECTR1JES HALL BE E -70 SERIES. WELD 'S 0 E WABI RTI ED. 8. EXPANSION BOLTS TO BE HILT! KWIK BOLT OR APPROVED EQUAL. F. OPEN WEB STEEL JOISTS AND JOIST GIRDERS I. SHALL BE OF SIZE AND TYPE NOTED ON DRAWINGS AND SHALL CONFORM TO STANDARD SPECIFICATIONS AS ADOPTED BY THE STEEL JOIST INSTITUTE AND THE AMERICAN INSTITUTE OF STEEL. CONSTRUCTION. BRIDGING AND FASTENERS SHALL BE PROVIDED WITH THE STEEL JOISTS. ti .�. ..; ._.. ,. .. 3�,. -�. ,. .. . .. .. � < - ..,..9M?�,:�.t Y.,..... 3 s _- u'�V{:e..na.�ttr'w.r��..x'r+ad +t.�. ✓:. a..�',f�'� ,:'. .:eJ?rv. ter• >~2_,: c'...:5. .. ..'lf, f,, FAt I L I T I ES DEPARTMENT I111�i III�IIIIIIi� 'IIII1 °I`i 1111(1111 pip , h : illl Ili l I , . L(l II'I,IIIII 0 'e TNSINCH 1 2 3 4 5 6 0E 6z Se LZ 9z 5z z sz ez IZ OZ 61 el 41 91 sL al el IIIIIIIIIIIIILIlIIIill1111Jllil 0111lii llilll��Ililll! l IIIIII IIIl111 111111!!!IIIIIIlI III! 1III nifiii111111111i1111hli n i6.hiilliliii1 " ' t' . -.r.. .. . .s, .1, .R•f ,,.�. .... .f: x_ i,: .�:...,..,. /` W:r ;1 Il Ir1i�� ., .., . -' .: .... j: ... .. ... ...,- �+,. �..•.. ,.._ ,.S +;:.. ,r �.. . .. s.. F �...,. mod. 4u ACCEPTABILITY THIS .D SIGN AND /OR SPECIFICATION -I S APPROVED DATE Q AUBURN, WA . 98002 0 BELLEVUE , WA 98007 0 EVERETT , WA 98201 0 KEN , WA 98031 0 PORTLAND , OR . 97220 0 RENTON, WA . 98055 Iii SEATTLE, WA. 98124 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the•>original H 11 11111! I II I 11 8 than this document. ?, 1 11 Q. 6 II B G !I IIIIII iiIIIIIIIIIII !IIIII!1I y iF' s k^ a ✓� j.i:,1r 1+ S: • O. METAL DECKING I. CAP DECKING SHALL BE GALVANIZED 22 GA, TYPE HSB 36 AS MANUFACTURED BY VERCO MANUFACTURING CO., OR OTHER APPROVED. MIN I = 0.183 IN MIN S = 0.209 114 2. GENERAL CONTRACTOR SHALL PROVIDE THE MISCELLANEOUS STEEL FRAMING REC')IRED TO SUPPORT THE METAL DECK AT COLUMNS, BRACING, OR ANY OTHER INTERRUPTION. 3. THE METAL DECK SUPPLIER SHALL PROVIDE THE SHOP DRAWINGS OF THE PROPOSED DECK LAYOUT, WHICH SHALL INCLUDE THE MISCELLANEOUS SUPPORTS REQUIRED. 4. MINIMUM BEARING SHALL BE 2 ", UNLESS NOTED OTHERWISE. 5. FASTEN METAL DECKING TO ALL TRANSVERSE SUPPORTS WITH 3/4" DIA PUDDLE WELDS SPACED AT 6" ON CENTER ACROSS THE WIDTH OF THE PANEL (MINIMUM 7 WELDS PER 3' -0" PANEL). I 1/2" SEAM WELD SIDE LAPS OF ADJACENT PANELS AT C-0" ON CENTER. FASTEN EDGES TO PARALLEL. SUPPORTS WITH 3/4" DIA PUDDLE WELDS AT 12" ON CENTER, H. COLD- FORMED STEEL I. STEEL SHALL BE ASTM A-446, GRADE A, FY =33 KSI FOR GAUGE THICKNESS 16 THRU 25. 2. STUDS TO BE 6" DEEP x 18 GAGE, ANGELES 18 XHD600 OR EQUAL. TOP TRACK TO BE 6" DEEP x 16 GAGE, ANGELES 16 DLT600 OR EQUAL. BOTTOM TRACK TO BE 6" DEEP x 18 GAGE, ANGELES 18 DLT600 OR EQUAL. J. WOOD I. LUMBER SHALL BE DOUGLAS FIR DENSE NO. I OR BETTER. 2. PLYWOOD SHALL BE 1/2" MINIMUM CDX, 1.0 24/0. GENERAL A. CONTRACTOR SHALL VERIL=Y ALL DIMENSIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION_SHALL BE PROVIDED.. ALL PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. C. LOCATION TION AND SIZE OF EQUIPMENT PADS, ANCHOR BOLTS, INSERTS OR HANGERS FOR EQUIPMENT SHALL BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIED. D. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS, AND EMBEDMENTS SHOWN WARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. E. DO NOT SCALE DRAWINGS. F. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTIONS 305 AND 306 SI GENERAL NOTES ISIO GROUND FLOOR & FOUNDATION PLAN ISM " O CEILING FRAMING PLAN 5400 FRAMING ELEVATIONS S500 FRAMING SECTIONS & DETAILS 5501 FRAMING SECTIONS & DETAILS S502 FRAMING SECTIONS & DETAILS M E. F F OrsiV V � a � SS pNAI. , +«<�r ....' 14[.:r.y a �� ..� .'� s .. �4G3"v :F�7- W�.4PNr�fc�4�/.2�4:' ✓�tititi �.. ; �.�'�.zs'C.2%�ati 11 I I I • I I I I I I ` ) I ` I I I I I I 1 i 10 e ` : IIIIII1111!!I!!lIIIIiIIIlIIIII ! Illllullillluli I 1 MAMINCE"" 12 W'l 0 IIIIJIIIIIIIIIllIIII Ir BLDG 21-01 COL A .D/ ! - 3 ABBREVJATIQtiS AB AH BOLT ABV ABOVE AMU AIR HANDLING UNIT ® AT ALT ALTERNATE APPROX APPROXIMATE BM BEAM BTwN BETWEEN BLDG BUILDING BOS BOTTOM OF STEEL, BOSOM (WELD SYMBOL) BOT BOTTOM CENTER LINE t CHKD CHECKERED CJ CONSTRUCTION JOINT CLR C LEA R COMP COM CONC ... CONN DBL ,., CON CF COLD FORMED CP COM PENETRATION ,.. DOUBLE DET ......... DETAIL DN DOWN DP DEEP DWL DOWELS EA EACH EF EACH FACE EW EACH N WAY EXP EXPANSIO FLI FLOOR F F OUNDAT I ON F FLANGE F S FAR SIDE F FOOTING GALV GALVANIZED GA GAGE HR HAND RAILING HOR , HORIZONTAL TNT INTERIOR INV INVERT K KIP LL LONG LEG HORIZONTAL LLV L ON G L EG VRTICAL MAIL MATERIAL MAX MAX MFR MANUFACTURER MIN MINIMUM NIC NOT IN. CONTRACT NS NEAR SIDE NTS NOT TO SCALE OC ON CENT OPNG OPENING PC P'I'ECE PLCS PLACES P PLATE RAD RADIUS REINF REINFORCING, REINFORCED REF REERENC REQD REQUIRED SECT SECTION E SCHED SCHEDUL 5HT SHEET SIM ., SIMILAR SPCC SPACING SPRT SUPPORT 5Q SQUARE STD ,. ..., S STL STEEL STIFF STIFFEN SYM SYMMETRICAL TEN TENS I`ON THD THREAD THK THICK TOS TOP OF STEEL TYP TYPICAL T/ TOP OF T &B TOP AND BOTTOM UNO UNLESS NOTED O'IHERW E I S VERT VERTICAL WD WOOD W/ W I TN W/O WITHOUT WP WORK POINT CITY OF TUKWIL A APPROVED _MA 1� i BI l.D NC O VIStfiN STRUCTURAL NOTES STRUCTURAL MASTE^ t D, C. EORINE 5 1991 MAHAN & DESALVO; INC. 13E&C ENOINEE M swaa 0 91� �r►71r� -- p S. r I! a : • .REVISION ` *Atre. , .t„ a -A00•4x :.. 'ir�liia'fr:•,., r- . �. , k;: a::: 'fs : {:°�E;. EXIST FLOOR 2X4 PLATE PLYWD 0 CATWALK METAL DEC TOP OF METAL STUD WALL MEZZANINE LADDER FENCE TO WALL DETAIL REVISION 2 "XI /4" FrB.RAILS --- 2 "XI /4" F.B. LEG W/2" FOOT WALL WI I /2°oM6 TO TOP PLATE & @4' -0" VERTICALLY- 2 "X2 "XI /4" F.B. W /1/2 EXP BOLT TO EXIST CONC WOOD BLOCKING METAL EDGE TYP. FENCE POST WITH BEARING PLATE TYP. FENCE MODULE BY APPROVED DATE " i IA10 A501 IAIO A50I CHICKEN WIRE M.B. TOP OF FENCE SECTION 1111111 111111111111111111111111I111111111 V1`1f1 111111 , 11l 0 tdtHS INCH 1 2 1 3 MEZZANINE LADDER SCALE: FULL BOTTOM CHANNEL GUIDE BY FENCE iFGR -I/2" X 1- -1/2" X. 1/4" X 2" LONG ANGLE WELD TO EACH FENCE POST @ 12'-0" O.C. AREFAEFA FACILITIES DEPARTMENT ELEVATION LID TO FENCE DETAIL • FLOOR TOP OF PLYWD CATWALK I/2" RUNGS BOLT PER FENCE MFG O AUBURN , WA . ,98002 0 BELLEVUE ,`WA , 98007 O EVERETT , WA . 98201 O KENT; WA . 98031 : PORTLAND OR r 97220 0 RENTON , WA 98055 IN SEATTLE WA .98124 ee Lz 9Z 9z 9Z ' CZ zZ LZ 0? 6L el 41 91 91 hl CI et II 01. Illilim ,IIIIIIIIIIIIIIIIIIII11111i 1 1111 1l+l lllf+!' 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CHARGER SAFETY RAIL • IFI}I I ,: I , ) . 1111 1 I I LIII 111111111 1 Ili1 1 11 1 4 5 6 7 8 NOTE: If the microfilmed document is Less clear than this notice, it is due to the quality of the original document, 2 X 4 TOP RAIL 1/2” T&G PLYWOOD ON METAL DECKING APPROVED BY SCALE: HANDRA I L BATTERY CHARGER STAND ACCEPTABILITY THIS DESIGN AND /OR • SPECIFICATION IS APPROVED DEPT, DATE 5 b e I Pin lull! 111LI 11IIiIIII I IIUIIIIIIIIIIIIIII I IIIIIII I iI BOLL FINIS H PAN " INSTALLATION TONE 402 ENAMEL SHIM W/ .. TO BE `PLUMB AND LEVEL. " " X A NGLE TOGETHER „ WELD ENTI 1/4 ASSEMBLY X --3 3/16 ALL 4 SIDES L.L. VERTICAL 1 -3/4" X 1 -3/4 X 3/16" ANGLE 4 LEGS TYP. :///43: X ANGL I- -/4" BRACE ALL 4 SIDES 1 I/2" X I --I /2" X 1/4" PLATE W/ 9/I6" HOLE FOR 1/2 "0 KWIK BOLT EACH LEG --. 9 GA. SHEET METAL TOP GRIND EDGES (TYPICAL) 1 -I,/4 X I_I . / 4 X I / STEEL PLATE B ANGLE 2 X 2 CONT. BLKG 2 X 4 VERTS @ 6' -0" O.C. ---- -- G.W.B, ON METAL STUDS 1-1/2" NOM. STEEL PIPE WELD ALL JOINTS AND GRIND SMOOTH CONCRETE FLOOR 5 "g X I /4" STEEL BASE PLATES WI (3) II /I6 » 0 HOLES FOR 5/8 KWIK BOLTS 1A 1 . 21! . 15 01 A400 A501 BLDG 21-01 RECEIVED CITY OF TUI(WU.A C CU . t ? 6Izc1 PERMIT CENTER ARCHIT M AST 09.27 408 NO 919 G METAL FURRING STUDS AROUND EXISTING COL. ANCHOR NEW PLATES OVER EXIST. ANGLES USING EXIST. ANCHOR BOLTS 5/8" G.W.B. 8'X3' T.S. DOOR JAMB TYP COIL DOOR TRACK. 'SEE DET , 6—A500 COLUMN @ DOOR JAMB COLUMN FIRE BLOCK @ COL FURRING @ WALL H.M. DOOR & FRAME 5/8" G.W.O. STUD STEEL COLUMN INSUL IAIO A501 2- I/2" FURRING STUDS @ COLUMN EXISTING WOOD COLUMN BATT INSUL 6" METAL STUD WALL W/ 5/8" G.W.B. BOTH SIDES 'X,r: i-4w: t�R•.f� r:.s'.S?N`.["EA1 ., .::3.'�teM,•,r ry,j : ISIO S500 1510 S500 F 1.0 5400 Isio S400 I 6 CF STL STUD WALL 1510 5500 9.27.90 ISIO S400 __ 4j. °!,+.� .,d .:.. +, y-. ;.... �,Y .,.. :.. . '9S!f rc. a..., .•r. cnr • . w... �. .... u..w.+.. 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W - A • — r ,t•� * t �o r 1111 111 1(111lI' 11 II Iiit!II IIIIIfI1`1I il1I 11111111111(1 1(1 III 4 5 6 7 8 HOTS: If the microfilmed document to less clear than this notice, it is due to the quality of the pri,gina.i. document. ICJI L._. J -f - LY.J __J J LI 9L Sl 4 71 £l et LL at, 6 8 L IIIiIllllllllillllllllllllllill11111 !!I�IiIltIIIlI 111111( Illtllillillitlilll111i11lliIIIIII111111111111 111 {llil 11,1 ,,.4 .r:'..,J.r' ?.,. ep.�c "..� J.a'_�= ,4�C.3�.1,•:v. -.S w_ "�� r 1.. f1 "ti�r1'.�f -?.'. S.. ,u _.. ,.� ACCEPTAB THIS DES i GN AND /OR SPEC I F I CAT I 034 IS APPROVED APPROVED BY 1 119 ': 1 1 1I1I11[11I1II III Ii1I11(111111 9 10 11 "E ecowt 12 I S r.w 0 I1111011 1111 1 111111111 11111111i1�lllllil111 I I0I L_J �. • ,.T Iii I I (.D L_J BLDG 21-0I 0 • h :, ; y d ,,,fr- : ;e/A ALLOYVABLE L17IE LdAO ((+�OIND FLOOR BLDG 2[—O -O. KEY PLAN RECEIVrb CITY OF TUKWILA I .2 6'4990, PERMIT CENTER GROUND FLOOR �C �OUNDJ�TION PI,AA�'` STRUCTURAL MAST Igo PSF LIVE LOAD = 200 PSF LIVE LOAD - 250 PSF SEW +'IINW' •+RS PrimA: .Q,r!ayQ ?cVA' l yw �y44 r "::'L'w"et�+ t.�! 1 5 I 0 ACCEPTABILITY THIS DESIGN SPECIFICATION - APPROVED BY AND /OR I S APPROVED D€:PT . DATE W. G : DO G TT 'r.' ill OR K it T Er. IIIIIII II. , 1 . REVISION CLIENT CO#1E'JTS REVISION DATE APPROVED DM E IIIII IIIII( IIIIII IIIIIIIII IIIIIIIIIIIIIIIII'I.IIf lilt 0 f6 THSINCH 2 3 a' - �.v:i�5:a.ai:.'A'.�:� � ✓:,{:n �:i �, . � - .. ...- ..... ? .,,.. _ , .'r` -' . ° .�: .,.;.. H• � .. i:,.a � n ; ;,.y+ ti - �,;.�'�� 'tom �b �. ��`•"f ,Y"v.'1' .;F; lZ OZ 6l !yllllllll!IIIIIIilimIIIII 1 I t III I I ' I : I . II I I 1 1 1 1 1 L1 1 I I 1 1 I I I I 1 , I I I 1 1 1 1 11 ` 1 I 4 5 6 7 NOTE: If the microfilmed document is leas clear notice, it is due to the quality of the original II I'1I 8 than this document. 8 I 1 L I ! 9 I 1 SI hl CI ZI I I L 6 8 I!IIIIIIlll11II{1I1 ii NIIIllllllll IlllIII I fiIIIIIIIIIIIIIII !IIIIIII!IIIIIIIII�IIIIllllliti �} � p��lL.�G .� r .r �, t � y.+ l r n.. r k r- vv r . � �.Y S ., � , �r! ..+i3;:�'J R:Y.tTl * ,: J''r U) , � , ' '� , �';�r,,.'{�. .��'°I'.�vz *�."�.� lt, �' d16�.`.•�y.�k�'t5�ic�tiy I I,I Ii ,III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I C I 11 MADE N GERMANY 12 1:O i5M1_ '9OI • ISMIO S501 I /2 "x22GA METAL DECKING ISMIdS501 14 LONGSPAN STEEL JOISTS 28LH05 @ 4' -I0" OC ISM 58 S501 ISMIO S501 ISMIO S501 ISMIO 5501 DIAGONAL BRIDGING SEE DWG S500 ISMIO 5501 Wear „ WI0x2j NOTER• FOR FRAMING'AROUND OPENINGS. IN METAL DECK AND FOR EQUIPMENT SUPPORTS ON METAL DECK -SEE DWG S500. CEILING FRAMING PLAN N N x C• �Mw ISM S501 AratitriereAW FACILITIES DEPARTMENT 40'--6" 6 LONGSPAN Sl'L JOISTS I8LHOL 4' -I0" OC I 550 ISMI 0 , WA 0;F3ELLEVUE , WA O EVERETT, WA. O KENT , WA, O PORTLAND, OR O R E N TON , WA . ▪ SEATTLE WA 58' -0" SIM S501 . 98002 98007 98201 98031 97220 98055 98124 EXIST COL (4 PLACES) • P4 BLDG 21-01 QEILING FRAMING PLAN STRUCTURAL MASTE 1-3 + W:u!fiS.Yy"L!ly A °01tri(orACS.rT., ,;,40 wdV'.ki'.g5 ' aK: TOP OF WALL c • , I EXIST DOOR TOS EL 1 16'-7" REVISION S400 S502 TS5x5x3 /I6 S400 S502 W10x22 2 S400 S500 S400 S502 W l 0x22 eV. 60110 eas 4001 S50 TS5x5 3 /16 H 400 S5 S400 S502 TS5x3x3 /16 WI0x22 S400 S400 r W10x22 CF STL STUD WALL SIM ATTACH MTL DK TO S400 S501 EXIST CONC WALL (3 PLACES) DOOR QPN f\ 24 1/2 23' -5 1/2" S400 S501 ISIOIS400 REVISION ' -8 1/2' 9 1/2 ( ISIO S400 II" I6GA TRACK CONT S400 S400 EXIST CONC WALL CF STL DBL STUDS , I @ CORNERS`& OPNGS & ENDS OF WAIL, TYP 11 11 SEE DET (1fls) 11 1 APPROVED 6400 5507.5400 5502 5400 S502 0£ 6Z se II,II II1i(IIIIII!I11l TOS EL 116 ELEVATION DATE CF STL DBL STUDS @ CORNERS & OPNGS & ENDS OF WALL, TYP SEE DET 5400 5502 5400 5502 5400 S502 2 "xi6GA STRAP NS, FS DETAIL GZ 9Z 5Z fZ CZ ZZ 11 11111I111I11I111I 111111111 I8GA TRACK FACILITIES DEPARTMENT 11 111 1 I I I 1 1 111 1` tI`h .I I I'I ! 1111 11 2 3 4 NOTE: If the 'z notice, it is 4 TYP S400 5502 I6GA TRACK -w- OPNG FOR --- DOOR CF STL DBL STUDS UNDER OWSJ, @ CORNERS & OPNGS & ENDS OF WALL, TYP SEE DET 5400 S502 S400 S502 5400 S502 S400 s400 16GA TRACK CONT 6" CONC CURB---/ D AUBURN , WA . 98002 D BELLEVUE, WA . 98007 D ` EVERE TT , OVA .' 98201 D KENT , WA . 98031 D 'ORTLAND OR . 97220 D RENTON, WA . 98055 ® SEATTLE, VGA. 98124 CF STL DBL STUDS CORNERS & OPNGS & ENDS+ "OF WALL, TYP SEE DETAILS 0 a S40115502 5400 5502 5400 S502 TOP WALL OF 11 111111111y( 1 1 1 1 1 FI I I I l I t'1111' l I l i I l I III I 5 6 7 8 microfilmed document is less clear than this due to the quality of the original document. TYP 5400 LL 9L 5L ft EL ZL • LL Q(, 6 , I( lIlIIIIII 1111 Ili ll1 !IIII1,IlIIlIIn1I1nlfI11i11Il1 I6GA TRACK CONT 111,11111 $400 S50I I8GA TRACK DETAIL . 1/8 APPROVED BY 2 "xI6GA STRAP NS, FS - I8GA TRACK ACCEPTAB I L I TY THIS DESIGN AND /OR SPECIFICATION IS APPROVED 'kll II 11 10 11 12 5 +7 E Z L ww 0 III11111 (1111111IIiI 111111111I111111Ill I11111i11 OPNG`FOR DOOR OM OM OMNI.% epao OM/ Ow I8GA TRACK TOP OF WALL I SI 0 S400 EXIST DOOR WALL OVER WELD 3 SIDES 18 GA STUDS CF STL DBL STUDS UNDER OWSJ , 4 CORNERS & OPNGS ENDS OF WALL, TYP SEE 'DET �,Ii► 5400 S502 5400 5502 5400 S502 18 GA STUD 18 GA TRACK Lath. REV l S.I OP! 1:01 -s40 DET'A I L ADD PC 18 GA STUD x 1 ' -6" LONG OC1TY OF. TUK' LA I S I O $400. OCT PERM T CEN`fEfi, DEPT. S400 S400 '18 GA TRACK DOUBLE STUD I/8 CF .BUILT UP . ' LINTEL CLEAN 4 ROUGHEN SURFACE REVISION - FUTURE TANK LINE . FUTURE OVEN ELEC, WORKBENCH SPRAY BOOTH CANTILEVER RACK APPROVED REVISION 12'X5' WORK BENCH 12'X5' WORK BENCH 12'X5' WORK BENCH 41 ELEC. FORKLIFT WALK -IN OVEN FREEZER IIII�IIIIIIII 1 I 't11 (I 0 16 7HS IHCH 1 2 I 3 4 LATHE CONSOLE `GRANITEI • LOAFFRA1E COOL I N�WA�Tb� ❑ AUBURN, WA. 98002 I I O BELLEVUE , WA . 98007 I E74 ❑ EVERETT , WA. 98201 FACILITIES DEPARTMENT ❑ KENT, WA . 98031 O PORTLAND, OR . 97220 ❑ REN I ON , WA , 98055 M SEATTLE, WA. 981 2 1 I F I i I J ; I I I I I 1 1 111 36" BAND SAW TOOL BAL. 12'X5' WORK BENCH TESTER TABLE KEY PLAN 12'X5' WORK BENCH LGR I I'D 3 AXIS MILL' III 1 1't I 1 111 I { 111 I 1 1 111 1 1111 { 11 10 11 MAre,i0ERM V 12 NOTE: If the microfilmed document is lest clear 7m2t! . A notice, it is due to the duality of the original Jc 6 8c LZ 9Z S7 +7Z CZ ZZ lZ 0Z 6l Ht LL 9l St t:t >rl Zt I. L e L 9 S +7 E Z L ww Iititliit1 1III{(IIIIII(1 {11(II 1 11(!l1111 !IlIII(i{IIIIIIIII�IIIII III IL i' i I I I 1 + t � I , , L_. I {• 111 I!� {I III(II {IIIIIHIIIII( VIII{ IIIIIIii {IIIIIII,LII(Iillll {IIII {111111 Ili{( llu(1( {IlI {II. 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TELEPHONE SYSTEM PARTIAL FIRST FLOOR PLAN ELECTRICAL MASTER RECEIVED CITY OF TUKWtIA - ('I r. , PERMIT CENTER DATE r �t� :.,.. s }a.4 t?`.:`x_'Yx —'i•�f l ?2 .X,=1, ¢r1 msnapiellowsoWnew REVISION I 1,1, 1,1, IIiin nidIIII I 111111111 III III 1 111I111 ` 1111i ( LIIIi IIIIL III I iIlIIIIIII' IIIIIIIIIiII 4 5 6 7 E3 NOTE: If the microfilmed document is .leas Clear than this notice, it is due to the quality of the opriginal document. f Be LZ 9Z SZ • ? : CZ ZZ LZ OZ 61 8L LL 9L SL Vt et ZL • It o . 6 1 I I I I I II I !� I' I I !(IIIIiii Iii i I�IIIl�ii I IlliIi �l�IIiiIIiiiI i itlII,1 i IJl�1 i III1!I IIIIIIIII IIIIIIII! I !IIIIn)iIIIIII1111 (li)II1II ttii 1111111d1it!I Iiit T�. f �, ,f l y : ^ ,irsr �. 3'^f t r xt^T r 4 .?! ✓ 'r Sy S '4 ;" ..+. x tt'fi: a ' t ".7) -. r„s ^,. •fm�3'\fin s4 �)!. X � . 3'Sl. } 9` fb .+,._ 1 ,':.r._ a% •« +h, r ra;•� � .� : ACCEPTAB IRIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE BESIC ENGINEERS LAST REVISION SYMBOL REVISION I a A, (0) F Eljf s 5c LOW BAY FLOOR PLAN I 8 = I -0 if FACILITIES DEPARTMENT a D4.1/ }7/.0{ -0-1 , 3b,5c x xx 03b 4. x- 0 AUBURN, WA . 98002 O BELLEVUE , WA . 98007 0 EVERETT , WA . 98201 O KENT , WA . 98031 O PORTI AND, OR 97220 O RENTON WA . 98055 O SEATTLE, WA . 98124 4- 3b KEY PLAN EXISTING 277/480V PANEL D4.I B I I L LEGEND: 0 JUNCTION BOX 0 CONTROL RELAY, 20A, 277V, SINGLE POLE, LATCHING.CONTACTS, 24V COIL, GE #RR - 7 0] 277 /24V TRANSFORMER, 75VA, 4'SQ BOX MOUNTING GE #RT -2 1$ur SWITCH, MOMENTARY, SINGLE POLE /DOUBLE THROW, CENTER OFF, GE #5935 -IG 0 INDUSTRIAL H.P.S. FIXTURE, 400W, 277V, . HIGH BAY MOUNT, L I T H O N I A #TE'4O0- -S -ALS j INDUSTRIAL HID FIXTURE, 400W, 277V BALLAST, ENCLOSED & GASKETED, VERTIFLEX #VTF40MMI55 EICE3 FLUORESCENT, 4', 2 LAMP, 277V BALLAST, ENCLOSED AND GASKETED, DAY -BRITE VAPORLUME #R4124I -277 EEEEKIEEEE FLUORESCENT, 8', 2 LAMP, 277V BALLAST,.I5O0na POWER GROOVE, L I T H O N I A #AF296- PG*2787, w/ PG3 WIRE GUARD. 277/480V DISTRIBUTION PANEL NEW CONDUIT AND CABLE LOW VOLTAGE CONDUCTOR #20 EXISTING CONDUIT AND CABLE. SHADED FIXTURES ON EMERGENCY CIRCUIT EXIT LIGHT, WALL MOUNT, SINGLE FACE, GREEN LETTERS, 277V, DUAL LIGHT #CWGWW -2K. 4 EXIT LIGHT, END MOUNT, DOUBLE FACE GREEN LETERS, 277V. DUAL LITE #CDGWW -2K, GENERAL NOTES: LIGHTING PLAN PARTIAL FIRST FLOOR PLAN ELECTRICAL MASTER BLDG 31-01 COL A-D/I3 I. CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2 ". FOR SIZES ABOVE 2" AND FOR EXPOSED CONDUIT IN MANUFACTURING AND HIGH BAY AREAS INSTALLED LESS THAN 4 FT. ABOVE FINISHED FLOOR LEVEL USE RIGID STEEL CONDUIT. 2. CONDUCTORS SHOWN: #1 AWG, STRANDED COPPER, INSULATION TYPE THHN /THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250 -57(b) EXCEPTION #I,b OR c (USING TAPE). COLOR CODE AS FOLLOWS: 208Y/ 120V A 0 LEFT BUS IN PNL) BLACK B 0 CENTER BUS IN PNL) RED C 0 RIGHT BUS IN PNL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN 480Y/277V BROWN ORANGE YELLOW GRAY GREEN ISOLATED GROUND GRID /YEL* GRN /YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION /OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. INSTALL NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. ALL J -BOXES CONTAINING EMERGENCY POWER CIRCUITS SHALL BE PAINTED RED, INCLUDING BOX COVERS. PROVIDE "EMERGENCY POWER" ID ON ALL BOX COVERS. • CONSTRUCTION NOTES: I, GENERAL NOTES APPLY. ›-RELAMP AND INSTALL (2) NEW 4' WIRE GUARDS [75 LOW VOLTAgE TRANSFORMER (I PLACE) , INSTALL LOW VOLTAGE RELAY (2 PLACES), INSTALL LOW•VOLTAGE SWITCH (2 PLACES) > INSTALL (RELOCATED) FIXTURES, RELAMP & INSTALL (2) NEW 4' WIRE GUARDS, SURFACE MOUNT INSTALL (RELOCATED) FIXTURES, RELAMP & INSTALL (2) NEW 4' WIRE GUARDS, PENDANT MOUNT AT SAME HEIGHT AS HIGH BAY FLUORESCENTS INSTALL FIXTURE, SURFACE MOUNT ON HARD CEILING INSTALL FIXTURE, SURFACE MOUNT ON HARD CEILING w /HOOK, SAFETY CHAIN, AND CORD SET. D> CONNECT EMERGENCY CIRCUIT Ia. INSTALL & CONNECT TO EMERGENCY CIRCUIT la EXISTING HIGH BAY FIXTURE EXISTING EXIT LIGHT, REMOUNT ON NEW FURRED WALL RECEIVED CITY OF TUKWILA OCT > b sy PERMIT CENTER 4 7 APPROVED DATE 0 18 TH5INCH II 1pij11'FI111II�fii 1 ;:Lli�I 3 2 : L 11FI1 F' II 1 11 I 1!11)1 11111 F 111111 1 II 1II 4 5 6 7 NOTE: If the microfilmed document is leas clear notice, it is due to the quality of the , eriginal 9Z SZ 4 72 CZ ZZ I � Oz 6l Sl Ll 91. S Il 1111l11111I lIIIIfllilll�IIII !Iilillllllilil lll111 Hi lilllllin1111lil111111llllllillllll \ ` axe �,.!.j'F f l =i .,J{ i w.I `1lJ . / {� 5 �.Gy ` '•�f, <" ,>..'N3 ..?p 8 than this document. u 0 6 11111111111111 APPROVED DY ACCEPTABILITY THIS DESIGN AND/OR SPEC :FICATION IS APPROVED W. H DMAN BLDG 21-01 LIGHTM U PLAN DEMOLITION PARTIAL FIRST FLOOR PLAN 277Y 3E6C ENGINEERS 08G I I OR . CAP /00 28-9Q 3 : REVISION REVISION FLOOR PLAN 8 = I -0 FACILITIES DEPARTMENT O AUBURN , WA . 98002 O BELLEVUE , WA . 98007 .0 EVERETT , WA . 98201 O KENT , WA . 98031 O PORTLAND OR . 97220 O RENTON, WA 98055 O SEATTLE, WA'. 98124 3b KEY PLAN D4. 1/ 1Ic,I3o G) /1/ w EXISTING 277/480V PANEL D4 .I tf 1 E EN 0 JUNCTION BOX EXIT LIGHT, SINGLE FACE, ' WALL MOUNT, 0 INDUSTRIAL H.R.S. FIXTURE, 400W,277V, HIGH BAY MOUNT, LITHONIA #TE400= J-ALS FLUORESCENT,` 8' 2.LAMP, 27/V BALLAST, 150 POWER GROVE, LITHONIA #AF296 PG -2787 R EMERGENCY WALL PACK 1277/480V LIGHTING PANEL TO REMAIN REMOVE CONDUIT AND WIRING EXISTING CONDUIT AND CABLE TO REMAIN, RECONNECT AS REQUIRED. III SHADED FIXTURES ON EMERGENCY CIRCUIT • GEN RA _N I. CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2 ". FOR SIZES ABOVE 2 AND FOR EXPOSED CONDUIT IN MANUFACTURING AND HIGH BAY AREAS INSTALLED LESS THAN 4 FT. ABOVE FINISHED FLOOR LEVEL USE RIGID STEEL CONDUIT. 2. CONDUCTORS SHOWN: #I2 AWG, STRANDED COPPER, INSULATION TYPE THHN /THWN, UNLESS OTHERWISE NOTED. 3 CONDUCTORS: WHICH DO NOTHAVEAPPROPRIATELY COLORED ORS INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND bR O CONDS NEC 0- �57(b) EXCEPTION TAPE). COLOR CODE AS FOLLOWS: 208Y/12V 480Y/277V A 0 LEFT BUS IN PNL) B 0 CENTER BUS IN PNL) C 0 RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND BLACK RED BLUE WHITE GREEN GRN /YEL* BROWN ORANGE YELLOW GRAY GREEN GRN /YELs *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION /OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. INSTALL NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONSTRUCTION NOTES: I. GENERAL NOTES APPLY. D› .REMOVE AND SURPLUS WALL PACK (2 PLACES) REMOVE FIXTURES, CONDUIT AND W!RE AS SHOWN ON DRAWINGS. (5 ROWS OF 5 FIXTURES EACH) EXISTING FIXTURE, CONDUIT AND WIRE TO REMAIN, (RECONNECT AS REQUIRED). RECEIVED • CI TY OF TUKWIt.A PERMIT CENTER JOB rum: HOOD r ITURE OVEN SPRAY BOOTH ANTILEVER RACK 3#10+4#I2 12'X5' WORK BENCH I2'X5' WOIK BENCH 'M O FREEZER 1500W,120V,WAMER HEAT MOUNT ABOVE CEILI WALK -IN OVEN 1 1111111 1 111 1111 ' '�1'i1111 IIIJIII l 111111 0 feTH$INCH 2 3 4 I I' I � I 'I' 1 '1'�'► i 'I ► 1 11 1 CJ 6 '7 8 NOTE: If the microfilmed document is less clear than this notice, i.t is due to the quality of the dpriginaL document. DUST { )DER 12'X5' WORK BENCH TABLE ACCEPTAOILIT THIS ISI(P1 AKDJJ.OR SPEC I r I CAT )0�1'I S AP APPROVED BY DEPT, DATE `t�' iejekt F_tiONWASVIA KnM` 000 airmeT 'Ya i' ..` '. ? ` .p • _-, a�" � NA�+ilt>o r miss - ._ . _: ?Df k;Rr+ss 44.0xfr40;AIptomvoa my! 11I1111111I111111II111I111IIIIII 11111111 9 10 11 MADEMOERIaAHY 12 0 c 6z 9G Lz 9Z 9Z 4 i3 ez az lZ 0? 61. St LL 91 SL 1 71. et zt • It 0L 6 8 G 9 S e Z wW p I11 1111111611In111111110111111111111111111n1n1111111I 1if1f1n111f11f1f nil 111f11111f1111f1111� u1lnillnfn1111111in11f11111111f111111111111 f 101101111f11 i .,. I CIL filllllllllll in1f111I 1111111 1. 11I111101 3 AXIS MILL INSTALL SINGLE POLE TOGGLE SWITCH DISCONNECT NEAR HEATER. CONNECT WATER HEATER. REVISE C I R C U I T S IN EXISTING . PANEL. CI . 1. INSTALL NEW BREAKERS AS REQUIRED. I NSTALL CONVENIENCE RECEPTACLE AND ,SINGLE POLE TOGGLE v1,•cH 'DISCONNECT NEAR 0I L " PUI�IP CONNECT OIL PUMP VIA 24 OF 1 /2" . SEAL'T I TE RECE1V +EQ. 6I1Y 0 1),IKWILA . CT ION: O BX' r 15A,. t 20V DUPLEX RECEPTACLE c I 5A, ' EX CORD;' 1.0 30A, tZO 120V SINGLE TWISTi OCK ' RECEPTACLE 30 HUBBELL #2610:. . DISCONNECT SWITCH II5V'MOTOR,.SIZE AS NOTED 120\,, I.5IcY/ WATER HEATER 120/208V D I SIR I BUT ION PANEL I CONDUIT:' EMT, UNLESS OTHERWISE NOTED, ; 'UP TO 2 ". FOR SIZES ABOVE 2 AND FOR EXPOSED CONDUIT I N MANUFACTURING AND H 1,GH `BAY AREAS, INSTALLED LESS THAN 4 FT, ABOVE F I N I S H E D FLOOR LEVEL USE RIGID' STEEL 'CONDUIT, CONDUCTORS SHOWN #I2 °I,WG, STRANDED COPPER, NSOL AT ION TYPE THHN /THWN, UNLESS: OTHERWISE NOTED, 3 WI-I CH ;DO' NOT ' HAVE APPRCPR I ATELY COLORED - - ' INSOLAT ION WI TH COLOR .TAPE` WHEREVER CONDUCTORS. ARE' ACCESS I BLE -. IDENTIFY INSULATED GROUND CONDUCTORS:', PER' NEC 250 .57,(x) EXCEPTION- #1 , b OR C (USING TAPE).. COLOR 'COPE AS, FOL LOV`, 204Y/ 1 WOV 4.BOY /277V A 0 LEFT BUS I N PNL) BLACK BROWN B 0 CENTER BUS I N .,P`I'LL ` <) RED ,: ORANGE .� C 0 RI BUS ; -I N PNL) BLUE: 'YELL NEUTRAL WHITE: GRAY EQUIPMENT GROUND 'GREEN,.. GREEN.. ISOLATED ° GROUND . GRN/YEL'* GRr�t/YEL * sGI EEN `WI H YELLOW TRACER'. 4. `DYMO'.L EAC RECEP`TACLE�, . , JUNCT.I.CN /OUTLET: BOX AND SWITCH WITH C'I::RCUIT IDENTIFICATION.` 5, INSTALL NEW REVISED PANEL SCHEDULES UPON COMPLETION ION, OF :JOB; 6 VER' I FY POTAT'I ON 'OF ' ALL 3 PHASE MOTORS ,. coNsikucTiON 'N GENERAL `NOTES APPLY, r INSTALL ; T. Si~A MOUN`t DUPLEX ' REC E PTACLE,,: AT' X46 ". FINISHED UR `F'LOO . INSTALL WALL SUR MOUNT S IN G LE ,ISTLOCK' RECEPTACLE UP 48 .... I NN # IO .GREEN... . BDLNG JUMPE Z: FRO J 0X TO WOR STEEL'. INS PL RE CEA C E,; AT 48," ABOVE DU FINISHED FLOO CL R . a s. INSTA 20A} I .2OV L: °'I CFI I NG ON C I RC FEN rtr .TO SANDBLAF CAS I A I T , 1 S UN . T 4 O S *BOX A 8" Wi T H ; FLANK COMB CoN�E ' t t TO G AB.I NF1' I.1 CHI ! h; t Sur:r rrMflrhii i i GiI;F ' urita l V siifir II��STAI,.M ;76..w : f,;0,14 UI. I r'r r I� I.r"/ r.r I. J- BOX ACROSS CE I 12 I ' ;NS,TALL .BOEING S DROP .WITH<;SO CORD; SPRING .CONNECTORS AND BOX" R :MAT AL P R E Y); OU LY REMOVED . > INSTA 2 06Y/ 120V T HREE PHASE PANEL. 1' XD3, . ON EMERGENCY Pt R ;(S EE - , SHir: E5OA')' r.. ..P J -BOX AND COV : R "EMERGENCY POWER" DISCONNECT EXIST ;I NG GAS-FIRED 4UN I T . ••B AT OL ` .I FOR R .LOCATION, ; fBY OTH , , EX 1 ST I "NG SERVI T BE .REUSED. INSTALL. , DISCONN E CT SV #IT C ' OCA ON `AT COL ; C- 'AND" . • • • • • .. u14:1, . AT, NEw :INSTALL 3OA, (..20, " EMERGENCY SIB RIB I CE TO FREEZ MOUNT 4 "SO J BOX .AT.' -/2.A ' ITH W ' BEAM( COVER Ct31* ECT FREEZER, : `P.A I•NT , J OX. AND ';COVER RED . CONN ; FRE.EZER PA I'!T' J�BOX AND COVE R` RED . t : LABEL] C OVER RED. LABEL. COVER " MERGENC,Y P`OWEI asrpni i REVISION DOOR OPENER IHP, 30 APPROVED DATE SYM VACUUM PUMP REVISION EX :STING GROUND ROD -Th I,'4 60 TRANSFORMER 480/120, 45KVA CI /ia,3b,5c I 2 FLOOR PLAN FACILITIES WENT I I I I , I , , I 1 1 1 1 . ` _ , I 1 , I I I f 1 1 1 1 I I 1 1 1 1 1 1 11 I Ii I I I "I 1 , I 11 I 1..I 10 AUBURN WA e 98002 O BELLEVUE , WA , 98007 0 CJ KENTETT' WA . 9820 i A, 98031 O PORTLAND, OR 97220 O RENTON , WA . 98055 . SEATTLE , WA. 98124 4 5 6 8 . NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. TRUCK DOOR MOTOR u OZ al G< 91 It in CI Et a CL 6 IIIIIIIIIIIIII�llllll !IIlIIIllllillll 111Mlllllillliilll! Ilill lllill llllllllll lllll�lllihl" IIIIiIIIIIIIIIIIIIIII1IIIIIIII1+ JIIiIIIillillllflil�llll llilll thM r . ""'i!'t • rYs. r ri,�, tb' �r ' f 4 � x r'RZ,, .v�+t s • -.. c r, —� °'v4 Si yM �} # "� t re k. rf t ' :.... , ; S _. a._ .rL' _i?Fe�.t.. ,.ti..- .V.'pt.1.d ��r ... ._ r ./F_11 t. .a+:f .!' s.�x. s Z. sti._ +... k'. ._:: •(... �^ KEY PLAN - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 10 11 INK 12 8'x 8' WALK -IN FREEZER HEDMAN EXISTING 277/480V PANEL D4 BLDG 21 -01 277/480 VOLT DEMOLITION PARTIAL FIRST FLOOR PLAN • .LEGEN 0 JUNCTION BOX 0) GROUND ROD A TRANSFORMER, SIZE AS NOTED 120V PUSHBUTTON CONTROL STATION 1 DISCONNECT SWITCH, SIZE AS NOTED MOTOR STARTER WITH DISCONNECT SWITCH 480V MOTOR, SIZE AS NOTED H8- I /I5b,17c,190 1 480 VOLT RECEPTACLE, SIZE AS NOTED 277/480V DISTRIBUTION PANEL r‘,, FLEX CONDUIT WITH GROUND WIRE -- CONDUIT & CABLE TO REMAIN CONDUIT & CABLE TO•BE REMOVED GENERAL NOTES I. CONIJUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2 FOR SIZES ABOVE 2" AND FOR EXPOSED CONDUIT IN MANUFACTURING AND HIGH BAY AREAS INSTALLED LESS THAN 4 FT. ABOVE FINISHED' FLOOR LEVEL USE RIGID STEEL CONDUIT. 2. CONDUCTORS SHOWN: #12;AWG, STRANDED. COPPER, INSULATION TYPE THHN /THWN, UNLESS OTHERWISE NOTED. 3e COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER'NEC 250 -57(b) EXCEPTION #I,b OR c (USING TAPE). COLOR CODE AS FOLLOWS: 208Y/120V 48Y 77V A 0 LEFT BUS IN PNL) B 0 CENTER BUS IN PNL) C 0 RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND *GREEN WITH YELLOW' TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. INSTALL NEW OR REVISED PANEL SCHEDULES 'UPON `• COMPLETION OF JOB. ONSTRUCT IOly NOEL I. GENERAL NOTES APPLY. REMOVE DEVICE, AND CONDUIT AND WIRE BACK* TO PANEL CI. REMOVE SERVICE TO FREEZER. REMOVE MOTOR STARTER & CONTROLS, RECONNECT` CIRCUIT TO OTHER DOORS. RELOCATE DEVICES PER SHEET E50A, t AND SERVICE TO REMAIN RECEIVED CITY OF TUKWil.. OCT 26Z }r0 P1:RMIT CENTER OBGIE5OR BLACK BROWN RED ORANGE BLUE . .YELLOW WHITE GRAY GREEN. GREEN GRN /YEL* GRN /YEL * JOB #891910 13E114 ENGINEERS iGrlSid':o''M 1 7.ai�au, ACCEPTABILITY THIS DESIGN SPECIFICATION APPROVED BY AND /OR IS APPROVED DEPT. DATE . HE MAN MAY , MAY 111111 0H , 1 ; , .!4 •P' 11111 .�. APPROV s .1,N.MR s . lr CONDENS I Ne UNITS '(SEE SHT IMO FOR CORRECT LOCATIONS) REVISION ACU- ACU -2 SPRAYBOOTH CONTROLS 3 /4HP EF -2�'& 5HP X41 F� UN 1:1 To it AHU -2 3 /4HP ITED BOVE CEILING FUME FUTURE TANK ( LINE CABINET - EXH FAN MAKE-UP I T MAU—I CI -2/ 3b,5c FUTURE OVEN _� FUTURE ROBOTIC CELL DU • • 0 ELEC. WORKBENCH BY T HEATER 2, 360 MOUNTED ABOVE CEILING ELEC. WORKBENC Mal aim • DATE • APPROVED vommanalirmsamomaer 3/4 "'C, #6 CI /Ia,3b,5 30 NF VACUUM PUMP IOHP a<i 'ANIILEVER RACK 4 G1/ I7 a,9b,IIc XF8/ Q 140,16b,I8c CI -2/ 2a,4b,6c,8a,lOb,12c MS MS I "C,3 #4 Cl/260,28' 30c DUCT HEATS EDH I, 50 MOUNTED A88VE -- CEILING 80,IOb,12c AHU —I 5HP MO . ED - ABOVE CE REVISION MS LING 12'X5' WORK BENCH I2'X5' WORK BENCH MS ii�'Yr d+.e �•�iA "'viircs +dY.?4'r..;MMYN.. 12;X5' WORK BENCH CI -2/ 14a,16b,I8c VACUUM UNIT U —I, 1.5HP OUNTED BOVE EIUNG FLOOR PLAN 3/4 "C,3 #6 CI /15a,21b,23c I FREEZER ELEC. FORKLIFT BATTERY CHARGER 1 WALK -IN OVEN 30 NF 60 # 35A LOAD NF I III I II1 t 11111II 0 le ""c" i "c" 1 2 1 3 1 1 1 1 I I I I 1 t i W I pc 6z ee LZ 9Z 5Z +,Z Ez III 11111IIIhIIIIiIIIIII1111 lilllllllillllll ll111IO Illll 60 NF 4 EXIS TR NSFO 4 C1-2/. (��I 13a,15b,I70 . I111II;j1I EXISTING (1) #4 x II NG MER KVA PR °-9 x 14a, 16b ,18c -_— X - - - x i"C,3 #4 CI /70,9b,IIc FUTURE GRIN ER SAND- S BLAST CABINET 46 if,G FACILITiE MENT 480V � o EXISTING PANEL CI LATHE C1-2/ 190 2 0 b,23c NF 16 • ►:g DUST 0 COLLECTOR CI- 2 /7a,9b,I CUTOFF SAW IOHP 2 "C,3 $/O D4 /I M S 0: Cl/ 130,15b,17c • 1 • 112'X5' YORK BENCH x X x c MS #I O AUBURN, WA . 98002 O BELLEVUE, WA. 98007 O EVERETT, WA. 98201 O KENT , WA . 98031 O PORTLAND, OR. 97220 O E ON , WA . 98055 SEATTLE, WA . 98 124 III 1151 Ili I'IFIJ111111ILL 11 I I?IfII 1 III I 4 NOTE: If the microfilmed document is less clear than this of yriginal document. is due to the quality of ,.. ..... _ ....... ; eZ Iz 03 T 81 �I sil I. 01• a a III! IIIIIIIIIIl uIIIIIIIII II, ILI AII' ALAI, IuuII sI IIIIII!III!Iu!IIIII +,t sI ZI I�III 111l i IIIIIIIII I IIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIII . I IIIIiiII)Il,l�li�lllll IIIIIIiI, r'"' ,;"' i• .`9.L r$2>:..� r t ,��•�+ ;L y� �. ' . . fr � k :?�• . • s '+ i. p. -. n t �rC r —? r " ly' .� . ' j7 r. • ;. ?. ?��rd':,� s. ,...a, -.�.. Ys�iK c, t.....,_,:. G �'y .] _�f, .... � � 3" .... ,.. a _..s ._. CUT OF A 480V PANEL C1-2 CI -2/ 20a,22b,24c x - TENSIL TEST x I`I /2 "C, 4,1/0 CI /Ia,3b,5c LW corgi oLE 30 NF .OAG FRA COOL I BA ND SAW I \ 3HP GRANITE 1 SHEAR METAL I� M T ' �. k ° •ice — Cl/20a,22b,24c ft) 36" BAND SAW SEE DETAIL r ' i IE50 E500 3/4 "C Cl/25a,27b,29c .Y 12'X5' WORK BENCH 10 SAND R I.5HP d 2011 ORAM09 CI- 2/25a,27b,29c ■ trj ►;tJ ►mot tii ►a DUST 12'X5' WORK BENCH CI -2 26a, 8b,30c DER I .5HP I.5HP 30 NF BRIDGE- PORT MILL r # 60 NF TESTER TABLE KEY PLAN X - - - - -x 3'AXIS MILL 3HP x #I0 XF8 /13a,15b,17c F X X X 30 NF EXISTING PANEL D4,I 277/480V �cr 1111111 11111111 11111 1111 11 MADE.N0ER14WY 12 s e z I " . 11II1IIII IIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIiII 'C LL I DRI L ■ 30 NF 1:13>. TRANSFORMER I5KVA, 3 PHASE 1 #8 EXISTING PANEL D4 277/480V INSTALL 15A,'3 POLE CIRCUIT BREAKER IN PANEL XF8, POSITION 14a,16b,18c, PAINT DISCONNECT ENCLOSURE RED. LABEL COVER "EMERGENCY' POWER ", INSTALL 80A, 3 POLE CIRCUIT BREAKER IN PANEL CI, POSITION 26a,28b,30c 14'' INSTALL 30A, 3 POLE CIRCUIT BREAKER ''IN'PANEL XF8 POSITION 130,15b,17c. PAINT DISCONNECT COVER PLATE RED. LABEL "EMERGENCY' POWER ", i:5 INSTALL 3 POLE CIRCUIT BREAKER IN PANEL CI POSITION 13a,15b,17c. INSTALL DUAL VOLTAGE WARNING SIGN. V B CONSTRUCT I ON NOTES : GENERAL NOTES APPLY. two- MO- TLE 277/480 VOLT PLAN PARTIAL FIRST FLOOR PLAN ELECTRICAL MASTER tot. A-6/1-3- RFCEtVED CITY OF TUKWILA OCT =;..�s1 PERMIT CENTER D.C. 4) JUNCTION BOX 0 GROUND ROD ® TRANSFORMER, SIZE AS NOTED 480V PUSHBUTTON CONTROL STATION Di DISCONNECT SWITCH, SIZE AS NOTED EP MOTOR STARTER WITH, D I SCONNECT SWITCH 480V MOTOR, SIZE AS NOTED EMM3277/480V DISTRIBUTION PANEL GENERAL NOTES 1, CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2" FOR SIZES ABOVE 2" AND FOR EXPOSED CONDUIT IN MANUFACTURING AND HIGH BAY, ° AREAS INSTALLED LESS THAN 4 FT, ABOVE FINISHED FLOOR LEVEL USE RIGID STEEL CONDUIT.. 2. CONDUCTORS SHOWN: #)2 A, STRANDED, COPPER, INSULATION TYPE THHN /THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE, APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250 -57(b) EXCEPTION #I,b OR c (USING TAPE). COLOR CODE AS FOLLOWS 2'08Y/120V 4F14,077V A 0 LEFT BUS IN PNL) BLACK BROWN B 0 CENTER BUS I N PNL) RED ORANGE C 0 iRIGHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN ISOLATED GROUND GRN/YEL* GRN/YEL * *GREEN WITH YEL - LOW TRACER DYMO LABEL EACH RECEPTACLE, JUNCTION /OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. INSTALL NEW OR REVISED PANEL EL SCHEDULES UPON COMPLETION OF JOB. 6. VERIFY ROTATION OF ALL 3 PHASE MOTORS. 7. ALL J -BOXES CONTAINING EMERGENCY POWER CIRCUITS SHALL BE PAINTED RED, INCLUDING BOX COVERS. PROVIDE "EMERGENCY POWER" 1 D. ON ALL BOX COVERS. INSTALL 125A, 3 POLE CIRCUIT BREAKER I N .; PANEL C I , CKTS 8a ,10b,12c ,& CONNECT TO NEW PANEL 'C I --2 REINSTALL EXISTING VACUUM PUMP STARTER AND CONTROL STATION ''ON NEW WALL INSTALL 40A, 3 POLE CIRCUIT BREAKER IN PANEL CI, CKTS 14a,I6b,I8C. INSTALL A DISCONNECT SWITCH IF UNIT HAS NONE. INSTALL 4 COND #4 S,O, CORD DROP TO UNIT DISCONNECT SWITCH. ROUTE. TO EXISTING 60A C.B LOCATED IN PANEL Cl/25a,27b,29c. INSTALL 4 COND 1110 S.O. ' CORD DROP TO U N I T DISCONNECT SWITCH. ROUTE TO PANEL CI- 2/26a,28b,30c. L> INSTALL 4 COND ftI0 S.O. CORD DROP TO UNIT DISCONNECT SWITCH. ROUTE TO PANEL C1 -2 CIRCUITS I9a,21b,23c. INSTALL I/2 "C,3110 +2 #14 FROM BANDSAW TO DUST COLLECTOR, ROUTE TO PANEL CI INSTALL 30A C. I N POSITION 20a,22b, 24c . girl• INSTALL I /2"C, 3# I 0 +2# 14 FROM TOOL TO DUST COLLECTOR, ROUTE TO PANEL CI -2, CIRCUITS 20a,22b,24c, BEIM ENGINEERS ' LAST REVISION SY1.!'10L IE5OA INSTALL (3) J -BOXES ON WALL AT 48" AFF, ROUTE: SEALT I TE TO (2) DRILL PRESSES A'D °I/2" RGS TO GRINDER, OBGIE50A CAP /0 �- DATE '0 s x; / `.:' . J yF' .a_. fir.. n • ir;�: u, 44‘,. REVISION CLASS I DIV 2 HAZARDOUS ZONE F ___ _ _ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _._ _ _ toO■Yow was •2. goo* es% • • • •■••■0•0 leew .• •••■•■• ••■• ••■• ....rm.. ...a ...41 4 i DETAIL MAU-1 STARTER ON MEZZ -0 • START DATE • DATE MOTOR SAIL SWITCH COMBINATION STARTER IE50A - TOOL COMBINATION STARTER MOTOR TOOL SOLENOID VALVE DUST COLLECTOR \-1/2#C,3412 PIN.. XF8/13a,15b,i7c II �' I � I I I II' II II I I I I I I IiI I I I j I J I � I I I l l 1 � 1�` •lIIII 0 16 THS INCE 2 3 e CJ AUBURN; WA. 98002 ' ACCEPTABILITY E BELLEVUE, WA . 98007 THIS DESIGN AND /Of 0 El ERET T , WA. 9820 i SPECIFICATION IS APPROVED aifftiadEfigliV FACILITIES DEPARTMENT. 0 KENT , WA. 98031 APPROVED BY DEPT. OZ LZ 9Z sZ �iZ i £Z ZZ tZ o 6l 91 Ll 91 5I ail 01111111111611 ! t li ili lliiil�E liliii��lilllillil llilinl litlliill�icsilliil� i��l!ll��!l�l���il�ll�! '� , r},<.. .x2 '..�"�.. ?'. ?. .. ;Ss +"^ ss C' f S•' sy„ ,:. ,:. ,,. :.:. ,. .l.t,.+,',i n ,11 ur »: - -��.f �'...o ..'ilia . . . «�X.. s..�. TOGGLE SWITCH MOTOR CONTROL CIRCUIT w /PAINT BOOTH TWO STAGE MANOMETER EXH, FILTERS !I! 1 111 `,. 111 I 1 1+ 11' 1 III ; iri:l 1111 I I I 1 111 '1 4 5 7.. 8 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. START 480V SOL VALVE I III 11111 11 MADEINGER A Y 12 7 E 'L l rin 0 ml l !!! IlLin BOOTH LIGHTING IE50A E500 TITLE BLDG 21--01 DETAILS RECEIVED CITY OF TUKWIIA ( PERMIT CENTER 90153 VM NO. 121 - 001 --2001 is ..- k'u: +:Ct�,$Y�u:d�Y.,.xi.Yu, 1!.aswltr; }: .,. 1e. it. n^F4M;s.14'�ID1��+c�.tFN4i,,tk,Y Y:4r'vxTrc!:7 AmmimMeinimmmw 1-`