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Permit 6657 - Boeing #21-01 - Lab
Permit 6657 - Boeing #21-01 3417 south 120th place . I hereby certify that I have read and exa iged this permit and know the same to be true and correct. All provisions of Iav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: - x�u DATE: - — 9/ PRINT NAME: r �— , it) r74 COMPANY: /i- . • 1 • .: V -N 1 ' " • year 19 88 --, SETBACKS: N- S - E- UTILITY PERMITS REQUIRED? []Yes ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA W— �tltr W ough Publlo orks) FIRE PROTECTION: Sprinklers Q Detectors 0 N/A p No ZONING: BAR/LAND USE CONDITIONS? 0 Yes xQ No CONDITIONS (other than those noted on or attached to permit/plans) PHONE 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA n Boeing r 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA aP 98124 -2207 CONTRACTOR Boeing PHONE 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # N/A EXP. DATE N/A ARCHITECT Boeing PHONE 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 -2207 CITY OF TUKWILA Dept. f. of Community i tY 9 Division D vlo e e me nt -B it u d in �s�on 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. SITE ADDRESS 3417 S 120 P1 PROJECTNAME/TENANT Boeing 1121 - 01 TYPE OF u New Building ❑ Addition WORK: 0 Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: Renovation of APPROVED FOR ISSUANCE BY: 5 is permit shall become null and vol issuance, or if;the. work is suspen le I CERTIFICATE OF OCCUPANCY NO. BUILDlI1 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES • AMOUNT: RCPT 3,::540 00 7956 7:956 PLAN FEE:: ,: BU.ILDINGISURCHARGE' i L7 -9 1> DESCRIPTION BUILDING: PERMIT:FEE.. :' DATE 4 17,91 [PLAN CHECK NO.: 91 - 152 SUITE # ASSESSOR ACCOUNT # 102304 - 9006 () Tenant Improvement (commercial) U Demolition (building) U Grading/Fill 0 Remodel (residential) 0 Other: interior spaces into lab spaces. VALUE OF CONSTRUCTION - $ 1, 015 , 527.00 FLOOR :.• NV FEET 'T.OTA OCC. SQUARE LOAD FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC LOAD BUILDING OFFICIAL DATE: if the ward /s no t commenced wi thin 8D days front t e date oraband for a penod'of 180<days ;from therlaet lns pecti DATE ISSUED: PERMIT NO. CONTACTED L- f t 55 05€._ C .e.c . DATE READY DATE NOTIFIED UrQS 9 I BY: (intl.) BY: (Init.) BY: (Intl.) PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION AMOUNT OWING t BUILDING (ERMIT APPLICATION 'TRACKING PLAN CHECK NUMBER 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) SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET P JY teik' i ; 1 a av ail -4- .I- es -6 Lec cnu. tleW I! ✓vt ic,�ity c DEPARTMENTAL RE IE o �� b u� � 4". a z aea' I.vt u s eta �" "X" In box Indicates which departments need to review the project. BUILDING - final review REVIEW COMPLETED INIT: TOTAL OCC, LOAD BUILDING - initial review FIRE LANNING CZ/ PUBLIC WORKS INIT: INIT: BAR/LAND USE CONDITIONS? O OTHER ROUTED TYPE OF CO STRUCTIO : UIREIVI CONSULTANT: Date Sent - Date A roved - ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s- UTILITY PERMITS REQUIRED? Yee PUBLIC WORKS LETTER DATED. R.1 r FIRE PROTECTION: (►/ S'rinklers FIRE DEPT. LETTER DATED: 6 Yf INSPECTOR: ..572- Detectors ■ N/A BC EDITIO (year): rise ,';r ,', SITE ADDRESS SUITE # 3417 SO. 120TH PL. SEATTLE BLDG. #21 -01 VALUE OF CONSTRUCTION - $ 1, 015, 527.00 ASSESSOR ACCOUNT # 102304 -9006 PROJECT NAME/TENANT BOEING MILITARY AIRPLANE TYPE OF L) Now Building 0 Addition Tenant Improvement (commercial) U Demolition (building) WORK: L.) Rack Storage 0 Reroof _3 R emodel (residential) 0 Other: , DESCRIBE WORK TO BE DONE: LQN 9E__INTER IQR ieAC,�ES_INISZ.LAB SPACE._ _RENQVAT BUILDING USE (office, warehouse, etc.) NATURE WILL THERE BE A CHANGE IN USE? No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 98,600 Tenant Space: 20,000 Area of Construct on: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIAL BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER ROETNC; MT TTARY ATRPTJANES I PHONE ( 544 -2975 ADDRESS 1a.Q K 3707, M/S 46 -87, SEATTLE, WA, ZIP 98124 -2207 544 - 2,c9 5 ZIP 98124 -2207 CONTRACTOR BOEING MTl.TT PY ATR LA ES PHONE t2 EXP, DATE ADDRESS p.n. ROX 3707. M/S 46-81,_ ,SEATTLE, WA. ,S WA, ST. CONTRACTOR'S LICENSE # ARCHITECT EDETNC MTI,TTARY A1Rp1.ANES PHONE (2Q(i) 544 - 2975 ZIP 98124 - 7207 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE, WA. I HEREBY CERTL I`i-iAT:I: MAVE 'AIV 1 .EX .MINED 7115, A.pf?I iGATION.:' j <NOW : : THE�SAME TRUE' AND. CORRECT ,'AN 1 AM `AUTHOR1ZEO TO APPLY FOIl': <..:: TO BE . DATE APRIL 15,1991 BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE - , PRINT NAME TERRY BENNETT PHONE (206) 544 2975 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE, WA. CITY /ZIP 98124-2207 CONTACT PERSON TERRY BENNETT PHONE -2975 (206) 544-2975 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 HANSON JOB #901424 -01 PLAN CHECK NUMBER DATE APPLICATION ACCEPTED 1 -4 11-cf I BUILDING PERMIT APPLICATION FEES (for stall use only) ': >AMQ.VN S:C R I P:TI. RCPT: # ;' , DATE BUILDINdP.ERMI` >FE BUILDING >SURC.HAR ENERGY <•SUROHARGE € >. OTHER :. >.:,:�:•:.::<:.::;:�•.,::.::� ><<,.,,< >TO.TAL APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan reviow, please make sure to fill out tho application completely and follow the plan submittal checklist on the reverse side of this lorni. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review, VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal, Contact the Permit.9oordinator at 433-1851 prior to submitting application. In ail- ccocc, a .:valuation amount should be entered bythe applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT It the applicant is other than the owner, registered architect/engineer, or, contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal, EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building otticial may extend the time tor action by the applicant tor 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 lb-I 1 COMMERCIAL— . NEW6 : • " 1 Two sots (2) Ol • 1. i,StrUOtUroJ , rn V Oa' F T Topographic:II urvoy ... r"j Erturgy iJu.iion ciatpud by a W461iigtoti'..Btate liCenied • , origineer or ateititoct • ....... . ..,,• ..• - 1 1.14a1 description • • • . • • Vioilcing clrayeings, stamped by ' nrottltoct, which ItidUOlet : • • •.••••.1 . • . • • •• • • Site plan •.'„*. Architectural drawlngs...:.' •.• . , . . .• • Struural • Mochani cal dOii;Vings • ; • Elevations .................... .• .•• cis cap°. :,• "•••• „ •• [11 Cornplotod utilltyPOrtnIt appllcauon Six (6) sots of oicildrOipgs• ..: NOTE:, Soo unify 'porrrijt :4>plicatioi an submittal no quiro mbn ts'; RACK BTORAGE j.COmplotod building Ipecrnitappllcatt • .................................. . Assessor Account: . Two (2) sots of Olad•';'..tii:e.hich•inolUsii . , . . j Building floor plan • . . . •..• Entire spaco.whare racKS will kil1•:1Pc-11 • • Exit doors • Dimorl3lons of SUBMITTAL CHECKLIST o o .. . L I Tenant space lloor exits, •• • • • .... inc/Utiti (ttmonsioni .9/ racks (hiiiht;....*IFI0*dI9017t and axti iYaYs ° • , • . Struiural calculations stnmpod by ii orvjinuor (rack staraga".8 and OVer);!;,t'.i:::::•: • '''••••••'•••'1'...'.', • • . „ . RESIDENTIAL ..................................................... ... . MMERCIAL Tg.NAIIT i IMPR0,Vtli.E ot.ea • ‘§Y . t .!,. i.. : ::::::':i,i,i • j,•'. 1; .... - :• • ••'' , •:•• .0t.t...0.0 ... co .., m •i•i' n i o ri wall) tonanl ..'..:....:.. o . g _. iii.•: or siitiaro lt-ay ii6.1i::d1111081C ?::::•:: , :!::::•.. F1aOi:!..,..a.....;:k;.::.....:!...)0r9P9;....3.-..ad-1oni°;6.1'wt1iit 3 li; 01.lCh: txJIIC■ci .: • Oait 9l .. P..... - .. • , . • • • i k. c4til l i ;' .0 !' I ...:?...!' . ..' r',.....,:.,, ::. • ..H . ': ...' .. fdoers;...Ogrost o ,.; \;‘,11,.•,,01,0..domqtt.sh od...........,........ ..,, . contr .........,.,....:::::.......$...a6.•::(1'...:::0ttiiip'..•::.:i::1.,::::q.„:::.,',91:!..::::.::::•••......:, ::....th. odof..'...,.....• ti ..,..... :. ,.. :.:' • ...• •• • ... , 1 • construction and ma ... od . , ..,;:,• fiale .. : ....q... :•••, .... ,..... –, . ..... :...joit1666 .r t .9 10 99 r' ! 1: : •6 7 •• •••• ;•::n ., • . d .. .COIling : .. „ . .. , , , .. :. .. : ,.. ,. . f ............... . ...... r. .. atxito ooutiniitoy. StruottlfaF.O•aloUta ons] '....tj.diE....':://•........:.0:k.::::;i.i..:!..:"1:Y.'.:'..:'1/.'...6:rc•:...,,,.i..:s•:,..'..:,.."6...ed6:i1r5.„.•5.q°6di[Uns...Cba?lij:srill'il:1""VviCt., 9:fii 7 LS. pliCabon;apctR( . .. • ......... •••=0111..• ••••••'•• fikti b0118104..' thin Acgpv?it.':NOto • •'• ••••• . • Silo Pion cifiantynnais alai:Itu c.lis ulhod of ottzichrwrtt • , • 41C614•0 a Washington State licortsed • • • . • •••'•••••••:::•'. .• • • '.• ••••• • • •• : • flES1DETRL . • s: „ . ■••••••••••, 1■•■■••• .. '1t ap Ilcation (ono fo r o uch wucture) p?r,:„.. • • A's Nu mbor ..... . Two which inch jdoi • . .*00.)P9 flfldpIOJ . , .i•RER sess.0 e.; I ...... NOTgM o(l oI iha'par. °P9.,,P(9 •:. onelor'oach structure). • .. . tig rock :material boing romovod, and .. 40Oitifila,i;eiqciirild 'prior to final inspection and sign- - OgAri nr \Vg APR 2 419911 BOEING PMPT LAB TUKWILA, WASHINGTON MAHAN & DkSALVO, INC. STRUCTURAL CALCULATIONS SUBJECT CODE ANALYSIS SLABS 1 0,-A - ' Existing Slab Check 3 t C >yy Temporary Trench Design 16 F� Slab Design - Granite Table 20 Slab Design - Platten Press 26 Slab Design - Directional Emissometer 28 PILE CHECK DOOR DESIGN 36 EXTERIOR EQUIPMENT PADS 44 MDL LAB DESIGN Attic Framing Column Check Lateral CML LAB DESIGN Attic Framing Column Check Lateral ROOF PENETRATION GWB DRAFT STOP EXISTING AHU PLATFORM MECHANICAL STACK DETAIL INTERIOR STUD WALL WOOD CONNECTION PRODUCT DATA &CUING WARD MMGSUSSON BARKxsunu INC Consulting Structural and Civil Engineers PAGE 33 47 73 75 88 95 96 101 109' 112 114 117 119 RECEIVED DUARTE BRYANT AR('I•IITECTURE APR 1 1 1991 C SKllhJ G WARD MAGNUSSON BARKS INC. Consulting Structural and Civil Engineers 00001 Design Sheet /. SgfSM/ G 'zone eepe AA/AI-y.545, Piper a. e. e o rnwcrio"1 Tyre - .7Z /1. p. Te470,2. 9N0 `PI 1b b,70 . . -rm f iteve.vio.ior 5.P. e veGvp 1 4NN/ ramp — 13-2 A0 Jzer/ .Gjo.ftsew9 "'NIT UMirarii,J (v &.) 65 cc.upAwr 442,11> - 1. 0 98 Copse. No `impr, (Z), zi.5) 2 /,S -o f ebsc /51 bZAf$ f 31 & TrisitYt, pil-rompfce rb exi7r 75'1. . N.• A (. =(r ") Nis- g0. '1'X/c7P ..AC+P FJCA.! E ; <P i..1 .1.W . ? l'elemoime.mr moriTroelf /NWT ENeso /06c .R. M T. 1 o. i¢. y: 1 ✓ F.,veiiep4 1 -sit 00002 . r. PROJECT s.50 A) 1 Pr PT SHEET LOCATION 5 CLIENT c DATE BY gV , , {. I ---1- I. -- -I- ---+ 1 I I t , ��..� i s I i I C I 1 s 1 _ .... _...._. • ' ` I ... ,t. ._ ... _.. ..._...... ..._. -3.. __....c., -.,— ......_ __ ---i_ .._..4...._. ..... .._ ....._._J.._...__ I i 1 N y .I { ._ 4 ;^ I , .r f ........ ... ... ._ f x -, , I. * ... i _ }: :.» 4 �. r —� T , _�- ... — — _ ...1.. • 7-1- . 1 Consulting Structural and CM Engineers 1, 1 SKIVING WARD MAGNUSSON BARKSH RE INC. 00003 Design Sheet SKIIIJNG WARD MAGNUSSON IIARKSHIRE Consulting Structural and CM Engineers PROJECT 34J Pry pr LOCATION SA. tAs siovatinif Dat.k-110 /4 T• S9 _bk. 174 CLIENT Li 1 I _677-44. 1, - 1 4 — ! PF i •18 esr _ ; • ---t 5 :P's • f- / 3o 1-14 1)0 B . 1 11 1, 004 tt) . _PtsThs; . .U.Y1 No...Pert P. 46tztt , : t Instw snAos : .. . • i ' ' ' ' ' , : i • —f. I.L• I • , • I ' • — DATE 17. PO0 y ex; scAs )v 00004 Design Sheet SHEET $0 BY r –0- 4.17 611 4.17 S'At; —/--- • 4,17 • . . . ■ . . . ,. . . I , . . : • ; . I 1 1 I I ! ;. -- 4 . . I : • . ! " ' • ' • . ' ' ' .'I ' ..; ' .. I . I I 7 1 . : ■ , , . ' i . s-orte ::' _Ii.tzr ...,..,..._4-ot. tft..__,! •• : : . 1. --... 1. ,--;', • —1 ' . — I . t ...t. , . ''..- It I 1 . _ 1 ; . ' ,' . • i i . i ' i . e*An41,,_ ., ca„ _$ V,_9.4i'l ; god .f# ; J, I ! 4 • -i, 1 ....4' . . 4 . ..1 1 i 1 t i I 1 7i14 " 1 I ' ,.,. ■ ; i . i ' --4 : i . e ,1 . • I .; i 1 i ■ 1 ! . I t . 1• .. I— —4 . *, ,.. s . --- -- SKILIJNG WARD MAGNUSSON BARKSHFRE INC. Consulting Structural end Civil Engineers r PROJECT 1140.4t, PtiOT LOCATION 51.4 CLIENT tvi _.1._... , ........ , ........1.. .„L__ __L_____1........... . ___I . ' i L i . (- J..........or..a.r), ........ . ; i . _.1._ • . . . . - 1 : -- 4--+ . L I 110,41.-1 ticil(p4 . ■Mosoomem..■•••••1111 " d:, as.. (.41) : Peet I clue 548 x 5./ r - 3 .11. Roo Z Z 366o ( 146 % 70 . l000 V 7 .5 - 6 % sr(7.1-6 6,4 L K < cR .0K At.1.6(40LE tit see f u-Aki atTio 1 / 000 07- _JO 14 %. 0 IA K ! v .85'09) j - , 11,1 , • - 4 4 i i i i . ■ ' --- i - 1 • ..) 4 31Sp3 • c • • ! I DATE 12) ‘‘)" BY 1 1. 3 „ ,1 I , I I r:1 11: ; 1 9.77 ,• Pitlipikep liontNTS SHEET 1 • I • 1 ; ; • 1 • 00005 Design Sheet Jig PNEXOtIO k A • 1 i2.12Sutif.s 4:: 175 r.-.f+ f ood — f (14s A iz.ltv ,-.. 2.48‘ ,E75t...t.....)!Acitez........,./-tor.sirir IODD Ho * . C. s A. . A . l ig • . . . - k • 1 • , . i : 1 , • . . . . t .. • 1 —I. t • ,,t. ._ i •/.., ,,,, . _........... _ , • . , , . . 1 . ! 8 y 01.5") - Iltl ... . 4••• 4 3000 gy a9, PROJECT 15 oefg ti 9 ti VT LAS SHEET LOCATION Sek CLIENT La DATE I q ii 10 BY %Sr\ __Si _...._...L......., 1 SInvavil# _...... .._. .. ........ is K ti 1 a ..7 i i 1 ........ , . fiGiritivr TYS' 1114307oAl ' I . ' Ta Tfrrt. td/ oriknIT‘ C4L. STit/i /Mei. ) ni'a °OLP 144 STAit/ A 1 i'05 / 77dE ' ' • . /par 19 E21. . . . . . 1 r • • . 26 Ma " 95S V , ...... .. 5a N .. .91 1 . 1 o ti ! I 2.5 1L-At . : .....! - 9 5 ‘• 5 - "C s t • • - - • - ..31 tt --. 5 , , 53 fi ; V-4; . 0 _ ..'0... .. . . . ..... ....:1 . ,i1 .11. ..3/0,.t v- 4÷'• . 11 M = 2.7.8 K . ,... /Qr. SPIV : Al S IP Ile: /t)61-47 . . . . .• • ; ..- . , 35- d : 4, f .3 K-1 ' , CoT I-1 - I .s1 t4t . : , . 11 34, ES . (--.44 . ..4 11, S 5.8 V-- .. ..., . ?tf..S 14 .4 4 . . . ?ATITil.tOrpt ! .... ° . . (7 ')(s% V . 1 1 1 I . .35 A .35" _ .. . ......... . . ... . , ‘ / I. HIS/ 14 I 17 6, 1* 4 :, . • . , . • , . . , , • ' . • 1 • I . . : . .. • 41 Gv W. . 0 9316d . 'OF, Nor ''‘i0F': , .._ . -` - t . , . PAITOW . . . . ....... 656 'IN 7r-5;I4& . . - . . tc),4 Te- ,. ... ..., • .. •• ) i - ...,.. ._ ...i... 1 . • . . ....,......_:. .. .. . • . . . . . ; . I • " • • .. .... es 4. IL 2 50 • .. . . . . . 1 i ll - 14-s .. No eumi, . I" - - 2(1 .17,$)(n) ' , , I . ...:, i --i- . 12. .._..., • — • t 1 2. Z . 1 . I (D 'oL • 1600)( , • . . . i ', I • . / .. 4 --- , , • 1 I i - 1 • - I - ' • ; 1 ) : 1 1 ; . .i I . 1111 1 . ■ . I — * . . • _.__... 1 - .._ , . .. ) SKILIDE WARD MAGNUSSON BARKSIERE INC Consulting Structural and Civil Engineers 000C 6 Design Sheet PROJECT LOCATION ?oS tkir 5eA SK LING WARD MAGNUSSON BARKSRIRE INC. Consulting Structural and MI Engineers Cjeitl, pri or cAS ah1' T em' rte l eyds n c t ._ a °L.. VTtt l,n ____ -. ! _b= 7 4 ___;_ a -2 �.r I { .0LT (I . z, Ni.)(Go kcl) . 3 8 2 i1 .. 4 6,zi,„LX A =. 360 k_, an 30 k-;.1. .97(1)(70 CLIENT MU : ,9(2.tift)(46)(167s-4781) I w - 4, F7. S.Let19(.601 e . 1. —i 1 ---# -r i , -_--t-.----1--- 1 . 6 1 .05 �-!�._...!" 1 1 0 .1.. - I MIX { 1;7-[...1u: 5,61 rr • 6,17 e 74 • S . 9b. _62_. x'1.5. 1 sT. StA4 eos 00007 Design Sheet Y r. 1 C t -wY) __ _ > 50s7 1 � •t ( 3)(7y A(1.4())1,1,0)( .So$1 _ NEB . .._ .......... ...... ..... _ .._m _.. } r 148 • I I I s 54 to. 101 I 4 C SICILUNG WARD MAGNUSSON BARKSHIRE INC. PROJECT CLIENT t tiBtgatt4T qt/TA, I , I 1 wpm St2441. 7 I ■ r NElt 4/ 2 LOCATION Consulting Stnictural and Civil Engineers Mp Si' IL-t d o . 30 a it .41 4 *. �I•L) �6o� .:. x ..., M 35044 Pt-tor . (i -7.) (&o c317 S r(a)(71s) .'(1• t)(4a )(491,- . .3»)-) - . - - - - . ' i i ?,47(3)(7.!4 }_. -_- -- tiu It__- _t. ttG)(4o)(5 9'1 s.27)_1 __ , 1 1 j ...3? .. I . f 1M Oa. DATE u, I 9a SHEET BY A 289.IN.4n- ..2 / • . j tt68 v-N 11,+1 ' • 1 1 000c8 Design Sheet I • ' SUING WARD MAGNUSSON BARKSIMI PROJECT SO0 iSti OrtpT Ort. LOCATION Consulting Structural and Civil Englneers r. e!dA 1 •' 1 1 r '1 evo sPA ; Se:Pc ' , 1 1 I • 1 . , .t EPIrNiii 'SOS 1 _.E0 •JP .br No/ _NE ___._ ..F.•0$ 0 n.00......._,____L___ __. a 5' or i, m i NETI . -1 } i 1 wk. int): .a2. 14 1AJ7: SO*: • Posinutr e4 sor 1.0 I 4t NE7/47 12 lbe * 3. 72, • tt err A al , . . 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PROJECT Consulting Structural and CM Engineers LOCATION `j . i S, S1w AloriOehrr fvof 4osi?]r6. ....__:.. _ 1^11- Nor_ . _ .._ fier 5,44 Pon)" paknor OPiPr t./6 CLIENT ram- i Man .2LM = '3S % _ 5 Exisn "4 ScA RAF cot. ST/24P ecr Nom .... ... _.__.. : ..-__... ti _.. ..... ..... �r �l Posir1i ; _. .... 8 14 4 /.b e y' f NT � . 11 y . _ IW IS _.•r-_ _SNAv ; .:..., 4 ,..... rote_ `7 : _._. / N r 4 bl l untie e.__.. I . ` . _10 3:1, ; --r Got- STP4P, Alens4r .zb►1.: 3a k - .53 /I _71 K -' DATE 11 11 5 BY t /b'4 ; 2i N = .. 31. ... _ ._ W°l n "it R- 4 . . ..__.. ti 11 4 4 coU10 Design Sheet SHEET nroD12 twit *fir .216'1 3i 1C- t ']Ho 1 25 1L -n o % = 13 IC -s Pt i () StaansV WARD MAGNUSSON BARKSHIRE Consulting Structural and CM Engineers PROJECT toe\ Ntti Phfer LOCATION CLIENT —4 -1 1 '; -1- --1 1 _rtorliva _,e-A . 410) i . • ; 1 ' ; i ot. ; J .---"— ! 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PROJECT LOCATION Consulting Structural and CM Engineers /or eti BAMt Prpr 1,ps 'STA CLIENT yr DATE /2,1 so BY Gapi i ! I 1 . I I f 'frior/EYV77 ce, eY/5i:),44 - r I ; ' , • , LcoL 4,1,01,0 snyAs -,09,5 • • • .. • ._ . • • 1 *39 l4t --.- --1 . , • PoS /Dor t r-v-IT /467efrfltior _ 73 • • • 1 ;, ' I • ; •-• i .I '. ■••-t , f. H i , ... . --i- - ! 1 1 ! ' i ••`.4 44.. . .........,.r......7i ....... ■ ■ 1 1 i 1 i . 1 1 1 . 4 i t ;1' .. T ;‘) 1 1-411 •___ 37 t. , 7 zo_ k44 • 4 --4 • ' 1 ' . I , , . , . . , , , , • , , • . : ( . . . • , . ; . ; . 1 !! • ! . i . , . '4- --1- 7 , . . . . . . . . . . . . . , ■ ..4. '. I X • • , I , 00013 Design Sheet SHEET I . ! • . • I ' 77.1-7 , • r &LUNG WARD MAGNUSSON BARKSHIRE INC. PROJECT LOCATION .11•10MININIMME1111. '• i i As ' earxuautte" 61i,T1' ; 1 • " . 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I . , ■ , i I , ,L • ' • , r• i • I $ 14 4 • - 4 1 • ' 4- 4 • 4 • • •, • • ". • EL) DATE 2113/ SHEET BV T34, 00019 Design Sheet 4 I 1 - t , ■ :II . . ■ ; I ! i — f ■ 7 I . . , ', ; , . • , 7 t ' •777.7.■7777, .77i 7777.7 7..7 •i 7 777.77. t t 7 . i 7 i , • • 47,11 • ' 1 r i ' 4 0 SKIII.ING WARD MAGNUSSON BARKS HIRE Consulting Structural and MI Engineers 000zo Design Sheet PROJECT BbeNtt Ptirrr LA-3 SHEET LOCATION 5,ts CLIENT ITE 3 lb 41 BY &T t _ II 1 .. --+ 1 . 1 . I ' ... . I .-...., ..5 000 i Vet.) 900 ZS ; , / * us et i 1 . _ I " 4 - , i t . r i , 1 I t . , - 1- - .- 1 t .t.... — . i .:.-. -,- __, t : --f • I A , 1 I ...i. ....1. ....... I. -.....i : , ....-...........---1.......-...4--- -......1.-..... , •••,- •• • i -,-- ................. ..---...1-...--4---.---. 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' ' l • ; ; I ; I , ■ --- - , •i• - 1 .. 2 i. le ' ; PROJECT LOCATION &LUNG WARD MAGNUSSON BARKSHIRE Consulting Structural and CM EnOreera Soc...-$4 Prior LPr6 chr CLIENT (.4 a , . ! 1 ri 1 i - - --- -, rlea'a ;;.. _ __. .. 4 _Zi tc -CP- .1 IA IL . _ . : .M1,414 ...F....4...._..3vi .1c 1 7-4 ... 4: ■ *it. 7_ . )3.3_ 14 4 4_ tot— SAO ' • ; , 1 ' I. . , . .. P i5TPLIP • • : ', ! .1. ___:. 1 _ • ( 1 : , .1 • i ,---4 i ....,. , ! ' i ' i •' , --• ,' , . 1 , •, .. .: O • ; ! . 1 ' ; ; 1 --1- -.; t •• • 4 ; ; fl po4 r _i31 Itr ; P c 1 1 . i kJ ..(15 Mt 3;7 ;..) 4 (4. 1 , ■ : .. I - - -- 05f44 _4 ..7. 414.41)(4_.1_,I!,-11-);.. . 1 -___t_.. I _______... .....;___4_____. i Mo -4-._,..10 Pw'." :. — 1 • 1 . 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' . • .--- 4---- ------ . - __, . -4 . . --. - . -- 1 -- 1 - 7 --- 77"', 71 1 • , 1 • -- 1111 , 1 11111 .. , sion,.... IIII ................... . ....._ • , 1, . . - i. • 1.-.-:.., ..:......... . NI . .1 I / ^-± , . 1. „......._ 'J....A....1...4... ,4...............,...,.. ....., 1 . , ■ 1 1 1 4 . SKIIIING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers Design Sheet PROJECT 84El&1Lt Pr OT SHEET LOCATION CLIENT DATE BY > itA H i t • IH - ff I 1 r ! i 4 l >._._ ■ ii _1.. } , t ,,_.. I 1 . I ._._. L 1 f .. _ ._. i E( { . I 1 1 I t ;..._» f 1 i . } . .. 11 1 ., t ...�. .. __.....f._ t y ._. .. I _. . 4..» .. f 1. i l ®III E `, :. 11111 , 4 • ., ...,.. .t. { f 1 . .., ...... r. .,, ••.. .. - _.--- 4 ..... • ....... 1 .._.. .._.. -. _.. ..-- �.. ........ SKILuNG WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and CM Engineers fj 00033 Design Sheet PROJECT 336 EN; P,1 pr tio SHEET LOCATION , •1,th-LE ‘ CLIENT DATE '213) I i i ■ ' 1 1 1 I .. 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SMILING WARD MAGNUSSON BARKSHERE Ii Consulting Structural and Civil Engineers 00035 Design Sheet PROJECT 'B� e/ Pm o .r SHEET LOCATION • SSAr CLIENT 40/41- DATE BY !Nam I 1 1 I I I I I .....1 ---i-- I I ---,--- , ' I 4 _........ - 1. 1 i I -- t I : i ■ ■ I ___j_____,. i ._____ 1 - - -- — --, -4,- , ----r----1--- 4. i o . 1 i i -, --,--- - . 1 I i 1 1 ---- tr. --' t 7 1 1 . — i _____—__„____.......,......._. _....,.........{ . . . I ; --: -, 1 1 4. i : ,: , , , t - - 1 . j i -- T - 7 - 71 -1---- 4- --- ,± _ I ; - 1 1 --- i i ■ i 1 f I - ' - 't : 1 ;•,, i - " --, --- ---- --- ... _...4. 1111111 INII i t �._: ! E ---, kk``� ?: I ��; ;.......- -. -I. - 1 ---" i 1 =NE ..... nem 4 i i i' SMILING WARD MAGNUSSON BARKSH1RE Consulting Structural and MI Engineers ) 00036 Design Sheet SKIWNG WARD MAGNUSSON BARMIER INC. PROJECT 84 G -1y..„ LOCATION sEIN CLIENT - 1 1 Consulting Structural and CM Engineers Doon, ; Y 7-0 6 et't\)%t■iti 3- 41-2," t , t • i --, ..1.........-....... ■ ‘I II I --.: 2 - T ' ! . i 1 • t i . LAU. R11.4101 TY , A ;i7 3 3 t 72 /-2 721) .r.r 2? ;5,3• 2.7 rot ‘F,teto) - 1 # ) +. 1 1 - t . TO risk. t ••• .30(. c n!Jricsitril . 4- 22.5) rty. d b g;5 cs Z ef . tor $W 7 5 cAvnt,Wen. A. .0(.5 7$ ,b6Sq = .1489 A - .o7s4 $3.21 c610)) --t, i • tr 7•Li 11.2 7.11 1,91 s5 'tat • 1 -g irdr DATE1 BY 6,4 10.00-+■••■.- P 2. 1 3/ 1..7 00037 Design Sheet SHEET 27 1".• 13-231- tokr'=, ' mot. 4 • A 0 SUING WARD MAGNUSSON BARKSH!RE INC. Consulting Structural and CM Engineers 00038 Design Sheet C SKIWNG WARD MAGNUSSON BARKSHIRE Consulting Structural and Civil Engineers C) 00029 Design Sheet SKIILING WARD MAGNUSSON BARKSHERE Consulting Structural and CM Engineers PROJECT la On PT VG LOCATION Loy, / .7.rah• 6 ;1 04 U■ _ —1- 5.s . .. _ _ _ ; ,ix :-... ,:_t_ (3)....., T'l .4... 1,2- (Z_G.1) 4__. '• • I . i ! Sqr _ •••,_ tr.s gitg 1 i i 1 1 I 1 i , i 1 , . 1 A : 7 ** 711 1 • :4 .�(t zatb 5,r 2443 Pielt 5/44r 96S S I • 1 . I • i 1 I .........4 * y ) 1 kip_6.5-18, _L I _1 I : t .3 t4 10 I t 1 1 0 ---- t - • 42) • SHEET t I I ; t• _•I • -..4_ ._ . — ..4_.....______ _ ___ ... • • • i i 1 •• i , ' • I • I t ' 1 I i • I I ; -7 -- . Guitk...i......::......_4 _.....1___...._1..._ - , ••• • • i : i . i ' 4 • 1 7 T • I ; ; '00040 Design Sheet LOCATION oi SELLING WARD MAGNUSSON BARKSHRE INQ Consulting Structural and MI Engineers C : PROJECT )�W1 pnerr GAS CLIENT ‘444. '4 iuibrtY • • Ibm•ou• Fort) • • pt- 1-2 _. 4 A ........_ 4 0 - c 4 - 3 6d d - • t • I Z Er A • . r .. . ....____ , - I A - 12 6 3 .0- i• 7 - k , H 1 t 1 LI , 6 a b I • : • • I' • - ' ••A I ' • i ; 1 I i BY I 1 ' i 1 • ‘ i 1 ' t 1 I ! / • 1_ i I t I : j I • t ' i . •' . I • ■ i t I I , I .• . ' j I L IIMED I' 1 ....................... r ••••,. , , i . 1 . 00041 Design Sheet SHEET • 1 ' ' 77. , • i 12.. ..._. ; • • : . : • ' ■ ' • , • . . • , r • 1 • • i • • '''''' • • • • 1 • - III • • • . • • .• 1 - ..... .- '' . -1 , • . - : • ; • . : : 1 • . . . • I - ••.• : . I -- 1 - I • , i I ...I.- ...... M I- ' ,' • ' • . . ' ' . ' " . ' ' . , • , . . ' ' • • • . . : - , • • • I • I 1 • • ' - r .- • ' ! . •• . , I . , ; ' . • ..'. • , . '.' . : . • . I •• — . I • ' i . . ,. i• , ., . , , , . 1 ., I , • • ' I.' , ! '• t • • j • • ' • t_ . 3 , " t , r .. t " ; , • 3 ' J„ ' "-- . —4 •—•7---71"'-•.- '.•• ' t .' ) ; • : ' .' - • 1 . , . t • 1 r•H • I • / . ' 1 ' • I • • • t • • • .' t I ' • ' ' • - I ••••7 1, .. 1' • • i . J ' j , •• . . I .; •. • , I • • I 4 t , . ' ■ 3 ' ' ' I '-• - I ' ' I 7 I 1 : I •: 1, ' ... i I i • - 1 • j ••-i- 1 • I ''' L' 1 , ,.,..,.: • , 1: • , :. ..- ;4-• 4.• + , . +•••• 7 ". i : . .. . 1 .. - t -- • ; , ,..i i , , ' i f .........• • . r r I - ' :• ' i Ti .. . ' ' ' __,_ _._.. ,__ 1 ~1- SKIWNGWARDMAGNUSSONBARKSHIREINC. Consulting Structural and Chfil Engineers PROJECT 'to c. ptipr uk LOCATION CLINT . WENN/ .PENif4 Extrag &Oa Rey I — • " 1 ... .: 7 . 4 ! , . . , . , . . . . • , , i ,, •r. .-• • r r•-•••-• r- , 1 • . t , ; , , , . I t , , I i ,.; , ......;... 1 —,.. e ....i I ' . i ! i 1 ' 1 • 1 . • i • I • . i I I i t-t -. sEa7ot,i,.! :1 • - •Y, SHEET • 0 00042 Design Sheet 4 1 _.1P1,4Y-r sActi4t4 _ PoonAill OcoxY CL'AL.A/Yr__. 6X/S7741 :7 DPe/ - ayism44 • rtt • 1 •• I H —4— • I .4..; • , / • • • • ! . ' r —7-1 . 1 ' t i t t - 1 1 • ! ; . , ; 1 . . .--, • — • ..i.:- ; r; • t ; . • i . t i • 61.toe...J1.1, Thzc4.Aej1y 1• . r — ..7. ...... __•_;.,..,_—;..,...,.; .. :...._....,......L: . r i , . . . • . 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Lt4i Thyt... z P$F i TPOIC • blATA4tr L. _ • 7kiittirit...1_- $ ••• "r " • !. rittiLS , I t ; • I • ' • , .!..`i _lid. /Pit? • 11 • , •• • , , ,,. . • i ...... , ,, 1)-7-1,001$,._ .....,:.... ..........i..„ ...........,.... , bz Q." . th: id i • ! 1 P ... 0 .00 i , ( /..?)60f.37.),! .Z 10. ..--- i t . ., , 1 15" e 12 . , . . 1 i.RN.)...i .i___ POO_ 'Paitinkl 304stL4... 4 , I 1 1 , , . .-1 • , , 1 /, I ' trolttr.Pe7._4. 951) Ce' /4_ MIL : 1 - - ' ---- t i , I . :'9; t s i • 1: a tt.tY5 1 ; — 4 PROJECT 1,60N)t1. (2'L PT L/ SHEET LOCATION '''bg"C\..t.. CLIENT 4,,iivir DATE z.7.04, BY Po Soi‘ 1 1 1 1 i i a . . . • i I IL I } , . 4 ' i' 1 i 1 . 1 . / 4 1 . '7f . ■ • ... .. .................. . . . . . . ;,4 . _i.... i . i . -1 • ik5 1 1 ' i I Q2 "'EW i ,, eor i I ' I . 1 1 1 i____ 1 --. 1_ 1 'i • ' i I i ----f--- -'--4, I I ............. 1 i ? . t -- .. i . 1 ... ... 1 _....... i . 1 t 7 . 1 . . .... ....,.1 • . - - 7 - 1 - . . . t I 1 1 1 — , . , _...'...........l._ . " . I ! .. I ! . i • I I ' ; • - 1 ■ , : . - • . i . . . . I • , 1' ; ; ! i . 1 : i . I . ! • i . . • • -1 t i • 1 - - , 1 f - .....________,._.__-_..._ - , ,...... ' ! ! I T 1 •• 1 . i • ! . . 1 . ....: ; ' • ; . ; • -4 • 4; , ; — - - . , 1 • . 1 t 1 I • I . 1. . . ! : • 1 ! i ; •I -- is ' *. . ; . . .1 • , 1. . ' I i 1 _.; —,.- . . .: - • ,_ ......._.; ,-- - -,. -, 1 . ' , ; i 1 ; 1 ' .; I -•;- . - . 1 . : -- 4 ---; . • 1 --- 4 1 • ---1--1- : • ; 1 • t ; -4. - , 44-----4 . ; 1 i . --'1• ' ' - - -- 1 .. 1 ; NE IIII 1 • .. ., 1.. , .. , .. --, 0 • -- ---• ---- . .. . , • , , . . i . . ...... - : • t ' - ] • ' 1.. - _...l....._ - _ . . . , 1 ,-.--- , Ii --1,—....;—... I • • I 1 - i • . , . . • - • . . .1 . . . , ! '• • . , _ • • ; •-■— --!-!, -4.--, . ... ! . , i 1 . : r _........... : . .,, . , . ........... , i ......_„.....___ • . , I_ I • i () &CHIN WARD MAGNUSSON BARKSHIRE Jr Consulting Stnictursi and Civil Engineers 00046 Design Sheet ) &MING WARD MAGNUSSON BARKSHIRE INC. PROJECT E pi-tor LkS LOCATION s CLIENT Consulting Structural and Civil Engineers , . 7 I odo I . . ti: 41(f380 ft) F , . _.1 t ' _ .. _SC)igt.4. S tePLittek.. ■ Vi I * 0-1 I 111 " . , 4 1!12 11 . , 0:v.i 7vP . I " - 7e?" eic, I , i i , , .._".. .. 771.bs Fien44 /13, . S /tor „ i ..itztt 50,K) .!‘1_1 I I , ; , - , . i , , , '.. i I ......, ..,...._. 1 4. - , 4 , i • • 4. 0 SHEET DATE rD# I BY - 000q LA Design Sheet , 1 . I • ' *7- I 1 t 1 ! • .4 ! !•! !!! cs. I - - - rocsioti- - 14 A 4 I' I - 6 ibp1v .. 1 ,4 41 . 1 EN TO T * ** *9lr******** **** * ***lk*** **** *Sk******* **** *******9r**** *ik*** **** **** *fir * ******** SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1.0% Copyright (C) 1987 by Concrete Reinforcing Steel Institute ***********,************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** K �1TION - Boeing PMPT liquid nit. tank GJMN REACTIONS AXIAL LOAD - 71 ECCENTRICITY (MAJOR AXIS) - 0 (MINOR AXIS) - 0 BENDING MOMENT (MAJOR AXIS) - 440 SHEAR LOAD (MAJOR AXIS) - 40 BENDING MOMENT (MINOR AXIS) - 0 SHEAR LOAD (MINOR AXIS) - 0 FOUNDATION PARAMETERS FOOTING WIDTH - 14 FOOTING LENGTH - 14 FOOTING THICKNESS - 1.5 c PEDESTAL HEIGHT - 0 PEDESTAL LENGTH - 0 PEDESTAL WIDTH - 0 HEIGHT OF SOIL ABOVE FOOTING - 0 WEIGHT OF SOIL ABOVE FOOTING - 0 FLOOR OR GROUND SURCHARGE - 0 ****,******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RESULTS OF ANALYSIS ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NDATION tNER 1 - CORNER 2 - CORNER 3 - CORNER 4 - CORNER SOIL BEARING PRESSURES 2.06 KSF 2.06 RSF 0 RSF 0 OF RIPS FEET FEET RIP -FT RIPS RIP -FT RIPS FEET FEET FEET FEET FEET FEET FEET PCF PSF FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) - 1.61 FACTOR OF SAFETY AGAINST OVERTURNING (MINOR AXIS) - 99999 TOTAL WEIGHT OF FOOTING AND LOAD - .115.1 RIPS RESISTING MOMENT (MAJOR AXIS) - 805.7 RIP -FT RESISTING MOMENT (MINOR AXIS) - 805.7 RIP -FT OVERTURNING MOMENT (MAJOR AXIS) - 500 RIP -FT OVERTURNING MOMENT (MINOR AXIS) - 0 RIP -FT CONCRETE DESIGN OPTION (WORKING STRENGTH DESIGN). ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 28 DAY CONCRETE STRENGTH - 4 RSI YIELD STRENGTH OF REINFORCEMENT - 60 KSI ALLOWABLE CONCRETE COMPRESSIVE STRENGTH - 1800 PSI ALLOWABLE STEEL TENSILE STRENGTH - 24000 PSI ALLOWABLE WIDE BEAM SHEAR STRESS - 69.57 PSI ALLOWABLE PUNCHING SHEAR STRESS - 126.49 PSI MODULAR RATIO - 7.96 [bjm) «< »> Mar -25 -1991 Page 1 FLEXURAL REINFORCEMENT FOR MAJOR AXES (ALONG LENGTH) 00014 **,*****************************************,**, * * * * * * * * * * ** * * * * * * * * * * * * * ** * * ** EFFECTIVE DEPTH USED IN FLEXURE DESIGN - 15 INCHES MAXIMUM SERVICE DESIGN MOMENT - 500.55 KIP-FT ,MAXIMUM SERVICE WIDE BEAM SHEAR - 106.18 KIPS MAXIMUM SERVICE PUNCHING SHEAR - 69.39 KIPS ACTUAL WIDE BEAM SHEAR STRESS - ACTUAL PUNCHING SHEAR STRESS - ACTUAL CONCRETE FLEXURAL STRESS ACTUAL STEEL FLEXURAL STRESS - 42.14 PSI 78.45 PSI - 583.11 PSI 21354.26 PSI AREA OF STEEL (REQUIRED) - 1.36 IN2 /FOOT AREA OF STEEL (PROVIDED) - 1.49 1N2 /FOOT FOOTING REINFORCING - DIAMETER 9 BARS @ 8 INCHES ON CENTER MINIMUM BASIC DEVELOPMENT LENGTH - 37 INCHES ACTUAL DEVELOPMENT LENGTH - 69 INCHES MAXIMUM AREA OF STEEL PERMITTED BY ACI 318 - 3.85 IN2 /FOOT MINIMUM AREA OF STEEL REQUIRED BY ACI 318 - .6 IN2 /FOOT PERCENTAGE PROVIDED OF REQUIRED AREA OF STEEL - 109.44 2 PERCENTAGE PROVIDED OF MAXIMUM ALLOWABLE STEEL - 38.72 X PERCENTAGE PROVIDED OF MINIMUM REQUIRED STEEL - 248.33 2 FLEXURAL REINFORCEMENT FOR MINOR AXES (ALONG WIDTH) *****************,****************************** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** EFFECTIVE DEPTH USED IN FLEXURE DESIGN - 15 INCHES MAXIMUM SERVICE DESIGN MOMENT - 589.86 KIP -FT MAXIMUM SERVICE WIDE BEAM SHEAR - 132.01 KIPS MAXIMUM SERVICE PUNCHING SHEAR - 69.39 KIPS ACTUAL WIDE BEAM SHEAR STRESS - ACTUAL PUNCHING SHEAR STRESS - ACTUAL CONCRETE FLEXURAL STRESS ACTUAL STEEL FLEXURAL STRESS - [b jm) «< 52.38 PSI 77.1 PSI - 654.86 PSI 22195.52 PSI AREA OF STEEL (REQUIRED) - 1.6 IN2 /FOOT AREA OF STEEL (PROVIDED) - 1.7 IN2 /FOOT FOOTING REINFORCING - DIAMETER 9 BARS @ 7 INCHES ON CENTER MINIMUM BASIC DEVELOPMENT LENGTH - 37 INCHES ACTUAL DEVELOPMENT LENGTH - 69 INCHES MAXIMUM AREA OF STEEL PERMITTED BY ACI 318 - 3.85 IN2 /FOOT MINIMUM AREA OF STEEL REQUIRED BY ACI 318 - .6 IN2 /FOOT PERCENTAGE PROVIDED OF REQUIRED AREA OF STEEL - 105.96 1 PERCENTAGE PROVIDED OF MAXIMUM ALLOWABLE STEEL - 44.17 X PERCENTAGE PROVIDED OF MINIMUM REQUIRED STEEL - 283.33 2 >» Max-25-1991 Page 2 SIGHING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and CM Engineers PROJECT ' p Pr t CLIENT W L 1 LOCATION 5 l 1 _a �. . f I .. • I t ■ a OATE3 / Design Sheet SHEET BY earl I w # z IL. .0_ ._ ___ O 4 &LUNG WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers PROJECT LOCATION INEMemowle■110■1••■■• ; . t • i t I ' • , , t ' --- 1 - 77"'' ': ''''; '-'•"*"...--.- , • , . i • : 1 '-',' t 1 4 . • • • - - 1 ' • . . -1 . 1 ' . • L-L :. : - . • '-•-• --. • • 1 • :. • I • f • ••: 1 . 1 • ' i ' 1- . .. . , . • . , i „....-...... ..,- . ZCSG-)Mt1 PM PT • CLIENT • 1 1. -; 7 DATE 00047 Design Sheet SHEET BY r tVA , ••••••;■••• •••••■■••••• •• ■••••■•- 1• ••■'••• '••• • ■ • • ■•• • •• 4 • • •- • • • • • • • •• • • • , . . • t . „71 . ‘• i 1"Y • : I • • U. r � SMILING WARD MAGNUSSON BBxxsxli INC Low =.,. 27 .. ?st- PROJECT . h n T SHEET LOCATION • ,t t CLIENT DATE 1 yo BY t3CP^+ -_ -- _.____. .._ .. . _• ICR:t - WIS _ , • . coo s />N 7= / 1rte w z 24..?-5. ....,..1_44.r b � �� �f lx i- ` ,, { 5 y0,6 to __. 1 it, _.2. v _ . �►...7.7... *._.._ ._... ..__.; ,t :� 1.61,5 f 00048 Design Sheet SIM% WARD MAGNUSSON BARIME Ir Consulting Structural and Civil Engineers PROJECT c pro #r LOCATION CLIENT 1 i , T 1 1 1 't 1 •,, - - ----- - t ------1- - ---- H - 1 : 7''L , 1 1 1... • 1 1 1 , . . • 1 ; i ; ; , 4. 4 , E ' 1 ! , • , •, i ' 1 3 sit I 4 Dr I , I , i 1 • ; . i . • i I ■ 1 1 I 1 • • 1 • • • -.ism el% t 17.Sz) es loe>0 pcl .F4 3" Rs-0 860 Ob0 pi1 : f I : .....si/.415 ... Pe? Tbittelvi _ r Pals 7 7- -it. - 2 • Oel.- PIT , • - , --4 -1- i • 1 ; I , .... ,• ,, I • ' i ...._ . ___ . T .. . , -..i ,, • . • ' 0 SF Ce- 40 , ' 1 1. • 1 1 1 ; : I ' • t :- • • ) , , ,, i , ,_, _ $1,% 0 Catsg-ti_i ; 4 " /■ 0 1 • 1 ', 1 . ' ......7_____;___:‘,....___.1' ...,:t.kr.... .1 : 5 , .!,P,rr• - .. t?tc*4 .-.4. -.......... i I i • • 00049 Design Sheet SHEET BY Sol 7 --4-- 7 ; -1,- : 1 , 1 • : i 1 ■ , ! t t 1 tt. ..--. i • i . . . .! . -: ..... -...... . . i. ...,- . t 1 i t I : ! i i I k . f . i . . ; ...6 •• - 4 -' i. . i • _. . .-.- .i......... 7 _7 1 _ i . 1 :. ' .....' ! , ' A --------.--,----- . t. , ,• I • , , ' .• i . 1 . ;... ...,_. ..... ...: -. ... 1 i t 4 . -4 . , • • . i ! i 1 i . t • I . i . 1 -i. ...,.. 1 .... • .....-/- ...........;-... ..•••••••••••••-....... -.... • -;-...-•....1........................-.......-. I I - 1 - , /. I . . * • • i . , 1 1 . • .1 '. 4 1 • ' , i . • ' • 4- ' • -1 i t • 17 ...,-• I. • . • .1.. . . . . ..... , , i • . : • ..• :. . i • . i , . . .. . , ... . . . , • ...i - , 1, , • • :. • . • , t 1 T . ( ) SKEW WARD MAGNUSSON BARICSHIRE Consulting Structural and Civil Engineers 11 SHEET PROJECT ( 4.- 4 7 Lvs LOCATION 5 verra CLIENT , j I 1 ANII , CPct. 13449 kir 1 I i ' I -7 -. I . 1 . .1 r . riars , _I_ , , 1 : *; . 1 1 II I , IR.V1.Gu011A , 2o- F : i l' .. IL:: , .I PSF_.,........' . •$ PA3 _If, Veal Piti Cd v 146T r f 1sbo LAINA,L, S UPPOI . T )0:A 61;PSF)&f4Y24-0)=-. b S4--NN 'bt(t ri:44s (0 a-. 11Ae. ZAN S93.81 0243 3y1 73.1S" F' Ig ,3$1 ,14101 1,000 (py . . . . . , Iv .,.., ...7,1 ..- . , ; , m li 2 21 ') 1 : 2(2.rY11.' 7s) j6CHar — -t i ‘• ' ! : . '''. 4 i ! , • - _._ ... ' V .. 1 7 iO ii i i . : f __...... ?-07. 1.-• • : •,•....... •____ ;_. LcAo :1.7 COI ASP ! L ; ; . ., , ; ; ; ; . 1 , ; 1 ; . • . . .4 . : I . I c , I , , — - ---- ' — - --1 - . ; , _ 1 _ . .! . . . ....., I , I . ;t.■ I ; ' i mkr 42.r(z.S 4 I :1 , - 1 ' I DATE \I i • 00050 Design Sheet LOCATION Put For31 &MING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and CM Engineers PROJECT utielmb prtor LAS, CLIENT toilh 4_4 I LI I 1 i i , 1 4 i---1 1 J___._4 ! ! i ! '.• • , i ; I , , . _____T.,04).....t.669...,..= 1 , _.., ....7-:_..i .. 3; • psf,,,,,_!,c.....4 1. 4 . .5- Ps; i 14.4 . .___izAz■ I tii F i,r tittft I __I, H , L I , i , '• 1 i , , : • . • . _i.._ • ,, 1 . - iot (146.7 , • ; • . Aut 10 Wake 4 10 1 0 2s O . PsF ! ESV,P LOOS • 1 15 4- mrs4 4:3 04F. • 4 .. I TL-: 28 ?sr' 4- P46-14 Loa,)) 1 _trEr 1.1,15C LotO . SHEET DATE 5" % BY I i 4 1 : .4 • . 1. . : 1 : __:1444.. .1DIA rietiteni ................ .._-_ , 1 , . . , • t •J H.- ...j. ..---f.?1,!.t 2 .... 4 1 i 1 , . . , , •1 — t 4 1 1 — L 4.) ▪ ,: .Nr_______:...__:....:_________•__ , 1 1 ) ! , , • , 1 . i • TL. Ill PsF ÷ t-i5,4-1 . ) ■ 4 . . . • i , .........ir : , 1 : , -, . ---.4--- i : ---- i : tt • " " t t t , - . .......,, ; , T t : i ; I 4 ■ I 1 I •144 ktit- 7 -IS 00051 Design Sheet 4 SKIILING WARD MAGNUSSON BARKSIIIRE INC. PROJECT B oew i PM PT LAS LOCATION . 5 CLIENT t 4,W UWt 4.0, t 1o4 ? l 4. z Y.S733 )(G 4-1,- - 9, M6'-f ... - ...... - I8o psi . E .. 4psi Cw/y)(0 ) C0444 p STS- :..Cotu11',1.... N 21 " { DATE It. cookon SHEET IS fa BY %.1 k n pi.. ( Ig.ar (6 ) 58.S(k - -1 _ 6 S)C = 3 ( 6 - ; _ 5"- /7, icst . �.6 =21. 6...._ .. 3 /7.3 : 2/ -6 it)/ .._... so &WS P"`! : co.-RA-MA/ {D2 4-r7x, LaAor•-gi a rrn a 1. f , L .. ..! ._: Consulting Structural and CM Engineers 00052 Design Sheet _ -.,:-..,:•-- .. „..,.., 4.40 souote , x1, T 'T ''' • r': , P,' . . ' ',. , z .. . 1: ;• . . VI ,. ii a 6)ip 80 _moat 6 Yry7 4,c0L4e1 ( Acsymes 144 I PI sr$ a • II II 1111/ eir . • IMP . il_ il I IIII IIIIk I ra tdr eRt• • 11 1,--...., Duca .ue.eafkrell_Lj_4.1:ii ' oFF Tegsrs. 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DATE 0, J Bt 644 17 SHEET F set4o �.r�. ■ 00059 Design Sheet BY 6a)1 (29,%ti I = !t' Ott �� a1 %f € 0,s .__ bL e s1._ . _4,__6 5b /i 1 .(7 "X0r ' SRS, a J 3 1, 7, . 131bs_C��.) ._ 17.1 1 . f ... _410._(4) {4A ___ 0 1 x 2.4,3i• 306 -1,1 i . -11 I. ! l .. w c —; SGIIJNG WARD MAGNUSSON BARKSIIIRE INC. PROJECT BOONN P,y or LOCATION IWE 7 50 usruptc s .4 � ... __ .�4.u.tms I I Consulting Structural and Civil Engineers I' 1/2 .I'cTr 22, StS S kit/ /S ,N , _ ; 5// r._ ./.7 /S 1 6,7764) v 16,t, f ,a,, :.) . t / 1 . (4'75K39)11•S 4 (50 )(sot) 37.37 31 ..:.... I L7s;X 3.38. 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A ■ 1 1 1 i , ` k J....s.; -_.1 i s_ 44. tom ..............„___. 1 i_ , _ . 1 ___i i siutis i (1(4 _, , . . 1 V 4 : _ • _ ` -- T ? ' Y I { I '• 0,:,4.-Dti., i { Z Sit Sig _, - j-- __I i + { 1 ; t i i 1 N D Cl) CD CD PROJECT gooN)L, Ph pr LOCATION 6A. CLIENT ( ) SOLING WARD MAGNUSSON BARKSHIRE Consulting Structural and Civil Engineers I 2 A -0 • 14,1 I r. 4. MO. Ow. 0.11•0 i ! i - , , 1 I . .1 • , —......—...• .........:____i_L........4 , . ....:_____•.;.•. _ ......? I . e * i • L .._...i _..j a ■ i , 1 I 1 ! • t- 4 , t .. ..... _1 i • • A 00065 Design Sheet SKIWNG WARD MAGNUSSON BARKSH1RE INC. PROJECT LOCATION SA. • i ....•-...•••■• ... . ...-.............-. sPN - '_ e ..'. . ; 1-U i • __i , 1 : ___.3).L.-..1t . fs'F ..1, . et- , I • 1 _. , 1 , , I • , LL..) 2.S plF : ...1Mh .,c2ig2. - 16s , • i • . , , ....4' _i_____.......i........ _. ,.....„8 G...9. t-_______Tol..4..._________. . - -I .,. , 10 32 , . I ......• • 1 ' I ...L p- ' I L.. 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"DtPrPPieri i i 400.44,4 -L¢ n OS ttivifrg_r_ Dt.� ,�9$ 1 4 Pi I |-'-| / � | • .. �,, 1 .� .._� + __�F l _ .__ Uu a;P i .. .. .. .. .. - -I -4, ......S_. i. t ..- t 1 1 ) L ' _.._.. eW � l (1114.45 14. 41 _ , ... -- - ■ -- .. e _.. .._ -' - - ._ __ -- . .j.. _. 01. -_v!r t is eb a•? -_j.od ..0$ " e o•N, w r _ _._� _se's. ____ _ 0.7 i' . .. - a: rr | -- ' (3 r t � Ty ` v • ? t{G' 'f; , .;k.. �N:i. '}a'r't ^� Ill I `, gig,. 9 " .1a1 1 r ., „ ' a .1)1 1,. i nnor 311 � � ^ • 11111 SKIVING WARD MAGNUSSON BARKSH1RE INC. Consulting structural and civil Engineer, 00080 Design Sheet U SKILLEC WARD MAGNUSSON BARKSH1RE Ic PROJECT A r ti LOCATION • Ill t: CLIENT 44- 1 1 , li(N1142Pi&1 164 i 1 : • 1 , i ' • • __I Consulting Structural and Civil Engineers _._r4.Y44P00 „.1 09'4 _ il f 9 /Z4 CsLu • • I I /OAR. lo s LEI 3 Atow Asw . sfiem. 4-5 pairmAs 7- 300 lif/ft tgernaN 71 3 6D 4)000 DP I i , tA) RiAxscloN see' Losr q • .N-$ »trt 35/ E 4)Sif1 • 1 _ DI1141 'NAit. G _ J L . 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P iet.p..4tr,f1......;,_ (4t.ouAa.J.s .. 414 ... i Z 73 0..r_ ..........,_... I 1 . +, , • - -, . , - • - , B CO Cleb .._1:04 kttAI.P14'.__..16(1 ' • r : ..,..ii•04:...!.1.i."PENcrii.en4 !. --, --------7--- • ...... i .. . ' ...;..44....r.,.._,Zetr......_PLF__ _ i i , I : --- . i ,. , • 1 , , 1 , , • , , , • , ; .3 L . . • _ I 2 64 ; - • • , - • N .__841 I 21.% Z s r - 12t2 163 L . CLIENT u 1 , . 1 _ 5' '40.94..r.* .9. • ' ; i • IH.i!1 , I : : : •-. 4- „ i i . , • . i ! 1 1 i • • ; 0-:-.. ,6,,,,- ( t11) a 4tb ' ' ! , . .. ., I , 4 . DATE SHEET BY Ts 1 1 • 3o S" 114 00085 Design Sheet 23 5 1 'T _d• T 614,r) 1.1-16 — 1 S I 4 + Pfb 474 -e- , -- 1 g b _101( x/y_joisr_ /yew 3 1 • 4-64.111 /03 IiO44/L 1111111111 &MING WARD MAGNUSSON BARKSHIRE Consulting Structural and Mil Engineers PROJECT LOCATION sei 11/11_C; tittotrift VO 044 P pl i rr CLIENT qi+ . I Vork eenINV.Pid - •, Att.- Pr 7,ro Its 51 - 73 , oSE eVeol _ 8-o ,1 _ 4 et Cr...ken447,4 A,/,..s 4 ' -- "-' • 1 q) .4.1.05AoKg, ; ' I I 1 _ _ .._•;. ...1)Lerl-L : / ..g__.:_to. . -; 1 4 i, ,,,,,, ! 1 or , wo F 1---- r I Pre e 3-0 e:c_. 1_ , 1 , , 1 o , 1 ' , • > ztt ti 41 1% 1 _ 1 . . I- t 1 DATE % 21 00086 Design Sheet SHEET BY • 240 IVE/ eltEtg, k N egs - t— 7 AA 5frieo.i P= 3350 its r: Zvi IlLit - , 1 0 IL . i i ■ 1 ' I ' i )) ' /A) 4144 . . . . • P A . f • : i 1 . • ' 1 , , , . 230 .... Pt __i___ • ;4 ___. ; 1______4___ • _ ; ........ _• I . 4 :i*........ 1. . ( L. Iti 4 .14 . ,c4 ..... ..4u14.154_.J...._4...._ . :.. _.... I , • 1..._.i ___,. _ _.____M4.•_.....r_. ,..., \mite = noo Pis • 1 i - i.--------• . , i . "-r•-•"--. -"-"—•----r—T---- I ---; 44_ ; oft. 5 M 4 i. 6 _ I ................. , ; I I 1 ! 1 1 -4 4 4 ---1 ' 1 I 4 r- 1 j , SIGHING WARD MAGNUSSON BARKSHIRE PROJECT LOCATION Consulting Structural and Civil Engineers UC-17.4 SetkraX... Psi AT CLIENT disio 1 , i. , .. t/1401 ._.: .6"/TI3 • _1 us Die00.6.414 i i . I i i 1 \ i. i 1 .5 (6 4 1 , C Sb " 4.375 i L- --- : . 1 (4); 210. Pt-F ! i-- , 1 - --- — - - - - - b wino - - . ; se/xi -r- ii - 11 . r 2.3g 4 :4 pit - - - T* – -----**" – ---- , 1 ' 1,1 1•17r ; i • ■•■ r. (2100)) r 40%0 16% , 7 7 1-,, Y :: _ 1 . , ; ; ! i I i ! lilt- T IL: 1 ' ' , 1 I _Loa .=......(zJo)(.5).77..._12 L:_• ' 1 O'isPAA• • .oF i1 I 1 L fr 9 4 ts)116 144.114. ( rvivr it _3471 4 14 DATE SHEET 119. eir%- sibmi_ttrz., .44 re ■1 / • „.% / • • sus' Dtk911Vitti • C0087 Design Sheet • 4e1 ; SuSarA440.81:111Z ........ CAINE ;Fiat .5uebletPlkineti 070 ' 1 ' ; • ! , 1 • , ; ' . i ' ' - I • ; GAIN 11 Liitgrk v ; "6 /154 ' r le 1. ' 4 1 am 7 1 ; r . , -, • 1 ; 'L 1_18 50 11; 1 I 1 .. ._ 1..10'.0../.131. Il_11.4iKE • ; . • + 1..... • _ i _____..._ 1._______.i._.....,.. ._..D.■.V.Ilt,..i._tiiPwri.:. 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' I ,, . 1 44-44t- ' . -3 1 , . 44 t - 4' , --4 , -- 1 i ' 11111.311 r 1 1 ' ', .• '" limmim MR 1 ,, _ L , lin 1 + --t-*. : - "-- .3 -• rIITH • ----1-- , SKIWNG WARD MAGNUSSON BARKSHIRE Consulting Structural and Civil Engineers 0 C0085 Design Sheet SICIWNG WARD MAGNUSSON BARKSHIRE INC. consulting sauctural and cm Engineers PROJECT PO/'4 Prior IATS LOCATION CLIENT 444 lap j".th + -..._.1____i x.,- t2. pr sb L._ - 3 e'f 1 4 --i - ---} ! Lt. - 35 kff. -i in.. - st: e f 1 --t• : --i- ! ...________Pri+ ;.•7 J.?-- I r ! --4 ; I , 1 - t - 1_ .! I . , 2,114 . 606 ()LIP — I • ■ ■ . , tin ,. t*: . , ( ; • •=: . 1 z5I 823.1 :. B ' ! - . . , , • . , . . • 1-utjtm...... .17 31..... . F r • cs-6 .!. ',:: / >go ; , -11 -• - • • .• • ... I ; .1 ' . • . 1 „ '..4 . - . I • 1.1 .14 r 2 . 5 Y 82 ? "r ix. 2 P7's 1 • • .. a 1 , i /4( ; , i . I : 4_ . 1 • I , o i . , . . . i . il . . - t • i , _•404f,Ti,., .).... .11 2.1' I 1 1 - 1 , , , 4 . N„ .... , ....t1 175."941.....,..___t• _!_ °Del i 4. 16$01 r \ --- -- -.-- "- . F 1 ' .1 , —t ----t i — 1 .,,--. 4 ; -1 - --- .4- -; , 1 DATE , I •tisiS - ; • Ben I ' 00089 Design Sheet SHEET ) 1 .___.;.____:_._____4____L___.(bYLal r L ..... .1 ■ 6se. (0,12 perr rb 'bp 43P_ 41.4 clesan . 1. Poi tr._ CA if _ , . PIR . sihesoo E417 ' i. 1 j ' I 1, ' • : CArkifil % Z1170 ri,S i . . _..6..f..1_. ■ i 1 • i ! : i ...., . ' tc-r- es ■ ___ . size77- S' II li, ■ I - I -1 { : , .10 I_ F : _159_ • I Sig I 444 logq, 1 + --t •3 394 JTV•/) • P ( ) 51 ' 314f41 XV 114' el7Sri C PROJECT LOCATION SKIUJNG WARD MAGNUSSON BARKSHTRE INC i Consulting Structural and CM Engineers bo PA fir CAS CLIENT of cK <Pt Ves Lo es.. 3 "$ " F 3.6 Ps . 1 fl_4L _, • 4 i I - ..,.?%.1.! I . 1 I • ' : . I 1 , . I I I 4 Lp, oit)(2 rr 2 s ' P14 12 SMN 24 r •C \ 92( 21- 4:r) . 4-114% , -!- ) - -:- - - , -; ...; ... _ ........ .734 s 4- 4 ES401,A11.9 ;, • '‘")65 4.01‘ ay 1)61 p r CIL 4 1 SI pi_ (2.sXaT). I . C) DATE 1/ 00090 Design Sheet SHEET BY 637i 13 ihrua, t•-- f iru 1 1 , 1 ; • .1 H 4 j ...... T. _IC 4)&0 1 1 • • ......1•0 • 4 J ;-• 1 SHILLING WARD MAGNUSSON BARKSH1RE INC PROJECT B 0 , j - pro zd t z , LOCATION stArzt CLIENT Consulting SUuctural and Civil Engineers SHEET DA BY roy\ 00091 Design Sheet _. I 6u3 to boLuiv4 A , 1 1,. , ...,_ , .. . , i 2, .,i L , i . i: __II . , _. _ , . ev4.1 6, Y. 10 .; par rib ! Foreio — '1. 7 _ N . ; 1 ........_............=..._ ____........_ f .•.. 4u3 .J. • Sisct. cot. (.0 , 1 7.7 . , --r----/— ____94A.4. ftctxPEo _i___ 1_ ,_ I ■ : , 1 1 , ) - 1 .. ... ....... t - S. . ' 17 574 117s , 1 I _ I 600 PL, 13404A 0- 57 'il 27 4 ''. ! \ I . • ,., r - ; f • ' , . 1 1 1C30t1 ', . ' i , : I 1 ; - -• h.N I • ! '1' - 1- . I( ? ( .. 35- • • , . • • ! ' • - brvi (D,0 flOST bs- 9s • • 44- =.40.1.r• -. 1' T ..,...._,_,Z.(1400.0.9..)._.!.: .3.12. _,. Ps L.. ' .. , -1 . , . t i , , . L1 Z2 .( 5-3 -21 ):7-f . -P)),...,... '1 , I., ottu ..: 4a.cri.Ni.f.! • .eokiNszt-kw v • : 1 ) SKILLING WARD MAGNUSSON BARKSME INC. PROJECT ISO 'encl., 9rtT LOCATION S tA- CLIENT i 4 .I. 1 ! i ,.., __,... T 1 II• L ! ....._. 4 , r. Consulting Structural and CM Engineers t .....4- 1 ' .....1 , L.... 1 1 1 1 t I I I I 1 NW' - 1 • ' 1 . ; DATE 00092 Design Sheet SHEET I 1 t , 1 • 1 4 — • . l ', i • • 1 I • , ! . , . • 1 ., . . •1 1 ' ' ' 1 • H , 1 1 1 • . ' ''' ' .. ...........i...._........ ••,....... ....... -.. ■ ... ....."...... C61 1 ..• );. J. I 2 r 6. • • • -4 • ■ _ • I . , 1 • 't . . . . . . . ' . . . . . . . . • . • 1 ! I ! , t I III . . , . - . . . , I i i. - -, I • ,,, ,_ L _ 1 . . , , ; _ ilifi ____ tt6t.T$. _ i ._ O'C.-. , ' Of P i--- i I i i , . 1111 :4 ell a 12,..__L__ t I . __1. k---4 1 – --1— 1 I -t : , _II I t . , ......_..,. ,. 1 t • ! i 1 . , ' — --:-. ----.-- - i---- ' - - 1 t -- -- 1.-----; - - i-- -- -- --i- --- -4-- --- - — - - - --- I I , t- --- ! 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I . - . . . • ) &MG WARD MAGNUSSON BARKSHIRE PROJECT *)W'4 eetOr Lt<1 LOCATION Sc.44- .561 A:sa CL4t " Consulting Structural and CM Engineers CLIENT I --I I , • L - i 4 1 _ — ----1-- — T , ; 1 , i il :0 i 1 4 i ! 1 t LoAct _A-.. .;• . Posnc Du 4 _pass 7-- s psr 1 o.SE .....51N ,4....F_______L____.,.___ 1 , I ; ! , TL:. 61 z.' _ _ ____.; ____r_. ____ fl--; ... J. 1 . 8 '. -- 1 - ---i- i •+-- }-- ' ■ 1 i I ! . ..., .....L 73i . 1 ' - iL 1 4,4 (!,. = , . 1 . I 1 , .. i 1 ___...... 1 ...,..• ...:_i_ .....L.C.4.F.....t...81.1.4 ItoGobn ' -, AS ! ' J parom■••■••• I ' 1 , , 1 it _t__. I._ 1 ' i I .r. _ r4 -• ' i I 14 i •-•'.,.---- --- : loi.60 1 ... I 1 I I 1 _4, -1 ....„.........._., I 1 . 1 i , ' I , DATE 2-13-, I BY laTM sl _New 04L g cA We: S/ s" .;(.4v4st. 7D0' t let..V6N. s04? I di( 41 — 1" 00094 Design Sheet SHEET ; SKIWNG WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and CM Engineers PROJECT LOCATION • . 671 H , is- 12y12. Apt 0 Lts CLIENT LA+ • 3 - Row txot7s rsf_. ' - F 1114 Y21 r fr _ P 6t404.5_ 34> ?L Ik4 K I "' •0 e. = 25j or op I e. .2 3 DO r 31.58, 1 i I. ON II Li:ILAJP1 ik) 1 t ' -111- • . • --4^ • ; I 6 065) = .25? sa516s — • •,) •-• • 1 1 . • tt. • •-• Tor _Nis . 1 • ; lamosarof DATE thi BY 4 : eIll?" C SHEET z Nei 4 00095 Design Sheet t _1 ' I , I. ! . 1 1 _.1 t i 4 b= cr.s• clit 'Ls . a 4._ PROJECT 110 04 f ti Pr I/43 SHEET LOCATION g,4;:b CLIENT DA 4,/ii BY gcTik. cilL tia41- Ftmt, — : . 1 ; , • ._., 0 PIA WOU .• srspvi. w re • )() • I e l4UCW 1 5 liV/t- V 1,:uU ........,_ i — , I, 4zs : i 1 rvt-- I'hl PoN 1 i , 1 . , ' ..... _....U4,`=.....$•/147. • .......4_._ir...27....111.14 ( I W i ' 'SF 1. -4 k 17. . 1 • 1 13 i'Y'..__L_... * -.__. Piet). ,. ' , S , . 227..: 11.ti4 7 - I ! , i ! 1 ' —t t —1----t----:--- --7 -- 1 i . i i . • — ..4_ F - (3 -1- , _..- . _ ' ...... --4 . _ _i_ : / -, ----r- -- ' ; 1 i at. , I ; • 1 ' ! -RI r . . ....J. 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JL, 54 e I DATE 2/91-t- BY T _JV 4 • r IA • I /ft • '4 611 00097 Design Sheet SHEET -t- k110. :2ii4\14", 84Act•4 ......: k...e. 1,..1 , •: , I 4,50 . 7 - tv1/44510,4 0A/Orl ; • 1 ; ; . + 1 q 1 • - 4 1 - -- I 1 -1- -1-- r 1 : ,............._ . T i I i i IC r , 1 __i__ i , .. ... 3. - 0. _ tIV tigP._ .... _ -. 1 • f . • I ! , : 1 . • - 4 - . . • vq.mvx,.4..-; e,,,,t,r:z ....5.24.5,,•_1__?...6_,=_.__!..41.... _ 1 • .• i 1 1 S t4 Ltiii" 1 01) 1 I 00 1 i ' i • r ( ' 1 . ...;.. - .... •. .i • - . , - -1,- • . ; ' • _ __ ; ! , ...i. 1 P ...., • .,. ..4... . t . i . ,1S vq i ' e . :.e$..t 0 .2 . ___ .....,, .....i .. _., . .i. . _,. 1 — 1. _I i . . . ; 1 SCRIM WARD MAGNUSSON BARKSIIIRE BARKS INC. Consulting Structural and CM Engineers 00099 Design Sheet ,) SICIUING WARD MAGNUSSON Bs w INC Consulting Structural and Civil Engineers PROJECT LOCATION ; --t. t44. k -4— ; , 1 ; i ■ I . : --1--, -----4-4--- ---I-----t--r i ■s• 0 • ; 1 BOO ^J Per kITLI CLIENT DATE —4 . 4 A ; • . • _ ..... ...___......... ...... I . 1 I SHEET ! BY 1 • • 00099 Design Sheet 'i t ._ • ._• • i tr • PROJECT LOCATION SHILLING WARD MAGNUSSON BARKSHIRE Consulting Structural and Civil Engineers I, • • • , • Z.'" • V. - • :10.— CLIENT z . • . • H I • I T I ; 1 • : ; I , —4: t • • ? , • I I • • 1 i I _ ,....._ .. ...__J______.....i........__:. 1 • 1 , 1 1 1 ; 1 , . • 'i , t e • ! . . —4 ,.... . I ' :—,I.-1 IIIIIIIII 1 I 1 : ■ I ., ' I I I I , MEM • , , + ' i-,--7--i , ; 111 1 , --; 1 I ; , i• . 1 • DATE BY , 1 cox° Design Sheet SHEET - • 1. 1' . ; • ; : , • • 4 " I • ' I 1 oi • SHANG WARD MAGNUSSON BARKSHIRE IN Consulting Structural and Civil Engineers PROJECT Boo p frr LOCATION 55A- CLIENT 4.414. fr , • • • • • • • • • • • i . -4- . . ! , -.2.- . ,.., ,-, .., ;..,,, i . , , •, . . . . . . . . .. , . t'!!! •, :•-• •' - -.... - .ft 1',!:t. -1 , • . 1. . ! . ,. • 1 - ',!,' , • . • 1. „:, . •! ' ... 1 •.'• •••1. , ! , . , .. , „ t , . , ... _ ,,........... i..... , ; , .. , I '.. • 1 , , :. ' 1 ' .. .. i • ''',.. . • 1 . . ; . . , .. 1 .., . .7 ' ,. ' '. • 1 . ; - 1 ' ! I ' • .- - :.-- - .....L... - ... . . • . :". • '' !, 'I' . ''' • 1' . • i 'l •, • , :, . , ; . , 1 , •• .• . .. i - „ , , , „ ! ; . ., t ' I, I i ■. 1 ' ' ' t . :. ....... —..-...---..—.....1. . , , • ' - t „ . I • • . ..1 , • ; • : DATE BY tal . : I ••■••—■■ 1 i . t .. . ....;,...- -...........;-...•.0.■ i■ .. ■•I - .■ .. '.......t 1 71 I _ 1 I , ----t- ......,.. : ...:__. 4.,...... NE ......_1105-IiN) S .._ ........ .. . ,--7----1 4 I , • ... t • I I - --i---t----T-7 . . , I I SHEET ooloi Design Sheet r I • ' • ' • • • • • 1 "I • • , • . • • ...',1- • ,,,.. • - .. ,... •., . . :. . ' ” i ' . ' '' —) ' e C SKIVING WARD MAGNUSSON BARKSIERE INC. Consulting Structural and CM Engineers PROJECT D ••■• "I Pi-IPT CAS LOCATION S P lefoL 514th 4 •■••■••■■■■•■■;.■■•••■•■•■■•••• 1 i e f 4 1)P.1 _,Dr4,35 +pi 1 - • i T — ' t • --; ' `1$1.4 _.?•Bi PSF ' : v3Y- P5P %F-.. T 1 1 I „it> IM. SIG3thoti catmly_ SPPP .23,41 .11 _wittrit c.= /of k01) coa:IDPis -1. ; 1. -I- 7 64)V ) (T1244 w 63.rer 1 CLIENT LiA14 C) 00102 Design Sheet SHEET DATE 1- 8_9.1 BY &v.\ .1 P1 . -----Ef !--- - /c._/).5.( - 73Plis F ) • 141:9 Au, !NUL t : t i - -4 • , t r -.. -- t I I ■ i ■ i i [ 41 i ; , i 1 , , . 1 f .',F.: _... bV 41.. - 6 V ;3 ,_*78. U SKIILING WARD MAGNUSSON BARKSHIRE INC. PROJECT g pt.; pr LAS LOCATION Consulting Structural and Civil Engineers CLIENT SIA i t wiA..:(ekislifki 1-----7-7— i ii H NMI 1 I — 2 A - Roe-. 1/41%.■ 4 --- t -------,---L--.---- 1 1— - : -----.: --- - - -- —.Z. t ' ! -- 1 1 it I f . _...., .. __, 4 ‘ , • i '1! ■ i .. sP44 .-! . 4 —0 , „ — • Bekrtmt. _ . ) : ,PL I. I t IU 4It,s . 3 2-0 A-16i 62) 70 _ft, I5Zps °Co N tit • P 1 I . fi':-.• 34p - )63) . - .1. ...4 3c(fsl. _.....?Ses■..,.,.... - 1 4 • '; • I ' , • i . , I : I ..1 7 • i etiON kits ' • I , • ' ' • . 1 ] ' • I i . 7 , .• i . , . . - — i 1 • : . .__. . ..._i______i______•__:_..___Z64M,0),.._ i , I ....±._ _.............___ ... ,. . f .... 1 . 1 ' , • '' I i . i , 1 ' , 1 — 1- • -- T• , . • . , ' 1 • I • 1 . . 1 .. , .: - :__ , _ i _i • 4 ' . , • i -• 1 ' - I. .• i . . ‘• '..• I ', ' ..- : i --'''. -'' : 1 1 .., t 1 t 1 i• • •t i '. ; 1 1 • lv so DATE 1 f F., S — U6 ,50: "Fd -- 4 16 — w • .1.-- • • i I 00103 Design Sheet SHEET ••• • , • , . , r4 • . . . . . I . . . . . •■•• •••••• • C ) &MING WARD MAGNUSSON BARKSHIRE INC. PROJECT Boo PrtOT LAS Consulting Structural and CMI Engineers LOCATION SeA CLIENT G414 1 iii PeNveMlo4S z _AAIL0E _oetwAliA I I 114kIdh 31 OP 5 7 j . 4 dr 1 • 1.. ..; . r 1 I _ ;1 w I 4.3" to= ;• fk,f • IR= iv,. 114 + • • :Ebrs ic534Yrt) 81 721 r 7 * h. 45 * 141 64, 710.4. 1 t4 3a - — -3 !.4 tr Z37' ( . 7 j",„ ■ 01._ T. :244 1■1$ Liit! r 51. :7 (I Q / `1.18.p.t.v, jpo_ .. f 1 1 b Star SAlti ffj r" i 1 1 COL DATE 2.-la-cti BY (STA) 001C4 Design Sheet SHEET 1111111111 • 1 .0 .0 p ov ___ -s111 1 1 1 . • t- , ' , ' F +I = 9 47 VA 4 , ' .- t. 73• it ---1(- .. F . * 4 $( 44.1 - i 1 i , 1 .:4 ...9 _...t.._.__i_...._._.....:—.._3,11 --.. __._.,-_L........-...._.i._. .... 1,01 • i 1 : ; ___ itz' : ) / 2.622 . 41, R,' , _ , ,, L , , , .:_P.A1.......;_ _1 401 __i___. i____', ! 4 _ - !.__.1_.___ ___.: _ ._ .1 „.....,.. . . , .1R.1.1.. 234. 1. II . . ' . t Z, ii.4 _,..,. — - - 1 ■ 1 ft 3(6 viii -4 ENIIII 4 il 1 1 t : 1 '.--f"----±------4. — ' 30 , - 1 • 1 .-- ..43..0.....1. . C ) SKIM WARD MAGNUSSON BARICSHIRE INC. PROJECT b g pet 07 cir3 1,6r CLIENT 1.0 I • 1 i „ :, ti I I 46E-_.1....t44 ' 0 pt. ] I 1 ; 1 .--4— -4— 'S 7 ( 301 11 ) ! Z. .pi I ..); A " ........ .. . ___I . i . rh- " is.66 ci.J.r.p7 2.0 70 osi . ; ----- LOCATION .3 S .31‘lejl _ oil t. ; t --i- Re' f '; elts*A 1 .1*14 . .Dr).1 VAS‘'' d=13,'1.1 $ '.__, joz - 1 1 1 ' 1 , Coneutting Structural and CM Engineers 21% 297a to__ Ro4F —3(35/8) 1 c 4 S7P1 34)43) - 1 - . , Fv (1,0 .7 101 , . H • • t i ■ • , i ; it Rob s DATE 00105 Design Sheet SHEET I ; , ! I i 7 - ....:.. .---i - S. , ..... t ■ I "F f/ 01 Sf`f")), , 1 . , ,. *rt.. 'is, i : , i t- - - 5r la, • .7. NY, ', 5_64.._0_, =..) 72. , 1143 ' . i , 1 6.7z. : , _SZI 3o3Yn) 1' / est 7 470 pi fil .• , , , .. i F..(24.300. . ..;_._ty&2 . ; 1 , , ..: , i , i 1 1 I • • - - -1 , • : ,- : -- - --.' - 1 --- ..i lri .i..., 14. • . -4 iloiLti Gigilf .fqi09... kle,Or_ 4 ; i ■ : 1 1 ' 1 . ' T c1tt.a...stio.1 .......$.14 I Y2 ORA (tapa) Pr!) 1 .., 1 r - }-----,,- 1 _ 4i 61A '- ''• • ....4_4_.......;..._, . i I i - i • (, &MANG WARD MAGNUSSON BARKSHIRE INC Consutting Structural and Civil Engineers PROJECT Poey44 PAM' ViS LOCATION 54;2 • ! , A ; . • ; •-t- --; 1 .. 4 4. . _AI; ....., —4.____.... _ ! , • — • 4 • I 11" 1 i — — 4 — • ...............„........04b,.----.• • • — • 4 • • I _L. I • , I 1 4 • ; • • ! • I • • • I • i • ; I I —1 —...... ■ ; C —L— i ... — i • ; • ---* - .--- - --i- . t i i • I . , --f— , r CLIENT Lih L '0 : • • ; k • • . r • : $ t t , ! •■■■•••■ : • i ' — i i ' • I I I I • , • Q 1 ,,,, , "••• I 4 .. • : ; ! • --- ' ----- . ...... 7-----I- . . I ...,........; ! VII • : i • 1, ..........„,..■". I • ; i , ..._. .......----,-. • 1 i . 1 • .1. 7 - t - 1' • i .. -.4. , • . ...1.. , .■ i I L 1 - i ; i I ; • 001c6 Design Sheet SHEET DATE 2,11 BY 0 • PROJECT LOCATION SMILING WARD MAGNUSSON BARKSHIRE INC * :#; : 410 Consulting Structural and MP Engineers .1-4.—• ....., . ! i 1 1 , , ; 0 . .4 i -f---___1,. 2 .....:___ • :.:: _.1 : n • • i ' 7 i ' • ! f a. ; H.---i. 4 — 1 BOeleat PP14 • - , CLIENT to/ • ; 1 • 1 • • —! "" . — , 1 '.--- •" . — T — - .. SHEET - .. : ...• O. 4011 ■ ...., 1 ----. ; ; ....., V. • . bc OC1C7 Design Sheet t1 • .. ' • I • t • • &MING WARD MAGNUSSON BARKSHIRE INc LOCATION sz_ Consulting Structural and Civil Engineers PROJECT .5). it? P/70r ■ • 7 ' ' • '• CLIENT , 1:5 0 i • ; •• • , „ .• : (.) OM'S Design Sheet DATE 1-41.4 f BY troN 4 ; . . , 4. -. 4- ! . i : I ' i • tr- ---0 - . i 1 8 „,,,` • r -4- - 1 I to SHEET ' 4 I • • I 1 .-....-. --;;.---..-- • -----.ff i .." . 1 i 1" • .. ... f., . ; • , . 44- -4- 1 1 1 .I ... .'.L.._...L..._...„,_. 4 ' ) SKI WNG WARD MAGNUSSON BARKSHIRE bc Consulting Structural and CM Engineers PROJECT tow, PM PT LOCATION sQ,p, • • 1 - H • CLIENT - 7 • .1.- ..........,..... ...... .I. ---.1 4 t : , 1 ; : -1 - . i : I • : I.- .; ' I : . • " • . • r. • ; I • • r 4 ' 7 - • • • • • • 4 -4..4J., • , r 4 4 1 " 1 ; 1 • - .1 - 7134A - FT 1 t -I sroes I 1 • t . , 1 .. I ; • --- i•• —^ ....- , . , : I . , , -'---1- t ., . , , • , 1 • ., ' *L. 001C9 ( DATE Design Sheet SHEET BY f I ' ' I ' . • . I '' • • • I 1 • . . .......... _.......i—........,___.... _._.. i • : : ' • I. 7 • 1 -; """. I • j 7 7- t' 1 -- -- •••-• • I • i • ; C ! SUING WARD MAGNUSSON BARKSH1RE INC Consulting Structural and CMI Engineers PROJECT gee) krt, pr-i LOCATION WLE adtt : 1 • I I 1 , T , ! . 1s..' ..: .. __I__ P!.e." , ; , : ,.. - z-+ -s• . ; ' 1 i 0 , r .F z (2.7-5) 7-024 44-11•Is 4.14,151_(.27..,r) . 3 33 '!1k4s CLIENT L4411 ; i 3104 bp #L I _ 4 LAT01 SUPPIPSr 21 " 2 " a 19 i . 1 C t: .. IA 4 (1.41)(M,$) I , 2 4.1 , . I, , , , 1 (?,$) , 1 q t ..: i , ti I . 1 ) 8 • : ..___--•- --„, -- -, - -,--!- - 1 - -- 7-1 • • i , '• • i , ( s- 1 1 7 I 1 1 1 1 7 i 1 1 ......„ j a 1 1 I -4 1 , i ■ 1 . i . 1. 1 7-7 ; f 1 , 1 I i i . , : , 7 i 1 . i '' • s 1 • 1 1 DATE 2-1 -it BY g cello Design Sheet SHEET —0 evJ ;svli 00'1 1. • Fb ......:...... •.E. . I, '.3.ec) 00.0 . . f, ; f ' ! . : ' • ' - . ' ; . ; • 1 ',, ' : . ; ' • ■ . ' . , . r ., . , , i . " . i • : , , . 202-1, (124 . 7: ...31.1,_ell_.,.: .11.14 (Isl.__ '. • 1 1 . . , , . , , , . • ! . , • i i • ...... , . . . (41 1 k ,(;:% k t i. ...., • _Ose" P 3 're 18704' SHEET LOCATION 5S4'11‘2. :NT °/1 DATE 2 -11 -4 QS►-■ ! , Ii H J. i 1 1 i J Y ~ .4 .90+ I i � I 1 111111 11111.- -411111111 lipprom--- -all r ®® { till ... 1 ; i 1 } Consulting Structural and ClvIl Engineers 00111 Design Sheet PROJECT Bo el Noi Pm pi- SHEET LOCATION S &A- CLIENT i CATE BY . . al= IN , ■ 3 1111 ../. ! -- ; / 1 , .-4- -- ..---,--..........L_ i • —... , .4. . ,. —.1 .4 I .4_ —. , — --1- — —4-.4_1 1 , — 1 I 1 1 , 4 --t ...1. 1 • • 1 1 -tt • i i _ . - .: 1 1 i 1 i i 1 , 4 g i I 4 : i , --t. , 1 I i -r . -i-- I 1 I i j ; i 1 I t , I I ! i 1 , LL J T r -.::-:- 1 4. i 1 I 1-- -..4- : : • ----i.-c--------,-----1--,-----1.-.I.4 . - I : . ' • i f 1 . ' .'' i I . "T- -1------; I _ , ..: _ 1 1111 . .. ,d,.....11 I "....._. ....,.... . I im mi 1 111 a ........... .... .. , .. () SKIIuiNG WARD MAGNUSSON BARKSHME Consuhing Structural and MI Engineers C) 00112 Design Sheet PROJECT F;00 kii Pm) r cdrs SHEET LOCATION CLIENT 2 , Air V4 Vt DATE 1 -Zal - 71 BY IriVal - — -1 — -'• 1 I ' Alio eorRwi I 1—i , 4- " 4 ' --1, I , , , . , ..- IH:;i,j11 .0 1 -- i'Xii'77.J4 cA6o,d [ I - ,.........—„ , , I ' 1 * 1 !SF 1 —L. , —1 PwnlAti Pt- : ..i. 1 i, I —1 -- i t 1 ' ' 1 , 1 . 4 - 1 . ._:RAn 4 , ...i , ev, 6.../771 1.0/2t5) 1 1 , ...... . _. .._ '._ ; 1 , ...4 _ ..._ ,.... 1 : . _. _. • + _2; ._ ■ I --.- __L; ! 1 1 , ! 24-$ __I-1146 :IA.; _..... 1.. , ,, _ 1 , . . . ...1....____„.‘wr.c.ftiiiy . , , .................... i _ _ l i, 1 7 • ---, 1 1. , ! • f 1 • I , , i 1 i • —1 I I ' , I , . • I 1 ' ! m. k:-.2f2S iLui2vio i . ) . I i 1 . I 4 { I . t frattUti --,....---1 ... : ...- 17.. _..L I ! • ■ I . 1 1 ut1 aryi „.1.0411.44 . . : 1 I i 1 ; '' _.., t. , . , . 1 , , ...___... 1 1 , i ' 1 .ti o-e 61 r wit ..- isi 1 e) : S37 B <I•6e) 1 ___...4_............,.._ 1 . ......— —_. i ..... re.....137...__ 21 6 PSF 344 , I , • III IIII ... i J., r -- -T--F_ ail lea ! el !I I Z . I . ,, ,:,.. 1 1 1. ' ' '' RA Mili Ai I /111/1 . 1111 .4 MI 1111 '. •-• L-' 4 ---, _i SKIIIJNG WARD MAGNUSSON BARKSHIRE INC. Consufting Structural and CM Engineers 00113 Design Sheet PROJECT 11,6 004 Pr PT SHEET LOCATION T•Dt• CLIENT DATE BY 1S.1 { 4 i^ 1 . —1- i 4 1l j 1 : I [ 1 , i s I j 1 ! I 1 j 1. j - 1 1 II iii ® ■MOE ■I aau a uala � X1 11 FYI 11111,111110111111 a •li r ri. ®. Y .' SELLING WARD MAGNUSSON BARKSfRE b Consulting Structural and CM Engineers 00114 Design Sheet PROJECT R Pt% er t.ors SHEET A LOCATION • IA. 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( e ge XAt a" rt) xl r % TW L i 1 ' ilit ) ( 14 , ll-Pill v '' 1141-1 4 1, szAsrs .61 . ...9S - d It 01 _.?N. i i i - . MI it/S0 , _.__I 4 1 , - 4...., .—. -...--1.-- '-' " . .r ....--.-,--,-- T "-.7 , I — ----4 —.. i .. . .... .--1 t ......_ . _ " r I r .., , _��; >_ _ ...... _. .- , . T L...2. i 1 ',. . ., • 1 . . . . . , . . . , . SELLING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and CM Engineers ) • 00116 Design Sheet PROJECT toeiNti Pm Pr SHEET LOCATION s CLIENT tAiii.4... • E14TE • BY i : f __, .- 1 , ! I 1 { i ' 1 . , • I ' 1. I I 1 f . - k 4., I i __ _..____4.....4_. sil : I 1 --- I i IFS? 4_ I I 1 - • - i 1 t" - 1 t' , 1 *, * [ .., , . . .....__.. t ....._____________. , * i i . ........, ___ _____. 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I 1 I . 1 „.,.-4,-.-...... ,,-- SKILLIM WARD MAGNUSSON BARKSHIRE Consulting Structural and CM Engineers .) 00117 Design Sheet SKIIING WARD MAGNUSSON BARKSH1RE INC Consulting Structural and Civil Engineers PROJECT le, LKS LOCATION s CLIENT to 1 1 e 1, ,_tTLICi, ; I 11 . 2,.(2 "71 rPsr PaEvuew U‘V I Ctbo P.200ert, 439 _Oultr___evktiLE ..STpttt 47uos_ 22 3et B i _II 6 II .. 2 ° lik • 4" i 1v o. s-nio, e16" , 4.--- . ... • 16 la. b" vrbo e ib" 1 2 1 . 14 li 4" 5-p e I , • f, P.) 6. • • _ .D4tmej.S. 04141oo sCesuss rt : T . Tb c etirotiE . —4 1 1 •9.4144 •1FK . _O 1 f --4 - J ' 1 . • DATE SHEET 24 II BY Raw% ooils Design Sheet L 1 , i *0 , -1- . , ... ...4 i 1 I i t --- --t — — SMILING WARD MAGNUSSON BARKSH1RE Consulting Structural and Civil Engineers PROJECT LOCATION 136E$Nti Prior CLIENT tuf th/O0T) Co kle io DATE PRoDua" - DATA • 00119 Design Sheet SHEET BY LSU H1 HD5A go ng =Ye CONNECTORS CONNECTORS FOR WOOD CONSTRUCTION PRODUCT & INSTRUCTION MANUAL THERE IS NO EQUAL SIMPSON STRONG-T1E° COMPANY, INC. CATALOG C -90H -1 61' LUP26 AB44 01� 06060 /SIM BuyLine 5162 AC4 C Copynahl 1 990 SIMPSON STRONG•TIE COMPANY. INC Effective date: January 1. 1990 MODEL NO. MATERIAL LENGTH FASTENERS MAXIMUM ALLOWABLE LOADS STRAP PLATE ANCHOR NAILS BOLTS NAILS PURLIBOLMOLDOWN LTT19 16 ga. 3 ga. 19 3 /4 8.16d SINKERS — 1250 — — LTT20 12 ga. 3 pa. 20 1/2 10-16d — 1750 — — LTT2OB 12 pa. 3 ga. 20 3 /4 10-16d 2 -1/2 1750 1750 1560 MTT28B 12 ga. 7 ga. 27 3/4 24.16d 4 -1/2 4320 3615 2940 S Strongfie CONNECTORS LOAD TRANSER PLATE — WASHER NOT REQUIRED A Ideal for retrofit or new construction projects, the LTT and MTT Tension Ties LTT19 �, provide high strength, post -pour, concrete - to-wood connection. The LTT19 is designed for 2x joists or purlins. MTT2PJB The LTT20 Light Tension Tie is for nail -on applications. The LTT2OB Light Tension Tie is for nail or bolt-on applications. The three -inch nail spacing makes the LTT20 and LTT2OB suitable for use on wood I -beams Patent No. 4,744,192 if 10d nails are substituted for the specified 16d's. The MTT28B Medium Tension Tie is used when a heavier connector than mhs the LTT Is needed. PP TRANSFER NOT REQUIRED /. ti LOAD TRANSFER PLATE — WASHER NOT REQUIRED LTT2OB Typical MTT28B Installed as a Holdown LT"tIM'i'T Mr" LTT20 Typical LTT19 Installed Typical MTT28B Installed Typical LTT20 Installed 00121 Code values for bolt allowable loads have changed for certain products used as holdowns: allowable increases for bolts used with holdowns loaded parallel- to•graln may be Increased only 25 %, rather than the previous amount. This change produces a reduction in the allowable load value when this product is used as a holdown. This reduction is shown in the table. MATERIAL: See table FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Use the specified number and type of nails to attach the strap portion to the bottom or side of a purlin or beam (mini- mum 4x member, except LTT19). The base is bolted to the wall or foundation with a suitable anchor; the required bolt diameter is specified in the table. CODE NUMBER: NEA pending at time of catalog publication. 1. 16d: 16d common nails with a minimum penetration of 1W. 16d sinkers or 10d common nails may be substituted for the 9 gauge cified 16d r ilsat 'A of the listed values. 16d sinkers are RP6 Typical RP6 Installed 12 SIMP50if STRO G -TIE COMPANY, INC RP6 RpLEIN 2. Anchor bolt type, length and embedment to be specified by the designer. 3. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed. 4. Bolt values are based on a minimum lumber thickness of 1W This heavy steel plate fits on the outside of masonry buildings. It helps tie the walls to the roof or floor structure by using a Ve diameter bolt. MATERIAL: W steel FINISH: Simpson gray paint INSTALLATION: • Install using a Ye rod. OPTIONS AVAILABLE: • Hot- dipped galvanized; specify HDG. • MODEL NO. U2 — 24 --,-- DIMENSIONS FASTENERS AVG ULT ALLOWABLE LOADS UPLIFT FLOOR (100) 1102) 10d led ROOF (125) W H B A HEADER JOIST 10d led 2x4 19 /1e 3 / 1 7 /e 4-16d 2- 10dx1 2575 200 435 535 540 670 U26 2x6,8 19/16 43/4 2 11/4 6-16d 4- 10dx11/2 3680 575 650 805 815 1005 U210 2x10,12,14 1 7 2 1 10-16d 6.10dx1 / 6200 865 1085 1340 1355 1675 U214 2x14,16 19 /1e 10 2 1 12 -16d 8- 10dx1 7200 1150 1300 1610 1630 2010 U24R ROUGH 2x4 2 31/2 2 1 4-16d 2.10dx1 ih 2575 200 470 535 590 670 U26R ROUGH 2x6,8 2 5 _, 2 1 8-16d 4- 10dx11/2 5000 575 945 1070 1180 1345 U21OR ROUGH 2x10,12,14 2 91/2 2 1 14-16d 6- 10dx1 9800 665 1650 1875 2065 2350 U34 3x4 2 3 2 1 4-16d 2.10dx1 2600 200 470 535 590 670 U36 3x6,6 2 5 2 1 8-16d 4.10dx1 5000 575 945 1070 1180 1345 L1310 3x10,12 2 81 2 1 14-16d 6.1Odx1 9800 865 1650 1875 2065 2350 U314 3x14,16 2 101 2 11/4 16-16d 6- 10dx1 11000 865 1890 2145 2360 2690 U24-2 (2) 2x4 3 3 2 11/4 4164 2 -104 2600 200 470 535 590 670 U26-2 (2) 241,8 3 5 2 1 8-16d 4-104 5000 630 945 1070 1180 1345 U210-2 (2) 2x10,12,14 31/2 8 2 1 14-16d 6-10d 9800 940 1850 1875 2065 2350 U44 4x4 3 2 2 1 4-16d 2 -104 2600 200 470 535 590 11801345 670 U46 4x6,8 3 4 A 2 1 8-16d 4-10d 5000 630 _ 945 1070 U410 4x10,12 3 8 2 1 14-16d 6-10d 9800 940 1650 1875 2065 2350 U414 4x14,16 ROUGH 4x4 3 m , 10 2s.4 2 N'N - C1 1 1 16-16d 4.16d 6.10d 2 -16d 11000 1111 940 360 720 1080 1890 470 945 1650 2145 535 1070 1875 2360 590 1180 2085 2690 670 1345 2350 U44R U46R U41OR ROUGH 4x8 8 45/6 11/4 8-16d 4-16d ROUGH 4x10,12,14 8/ 1 1418d 6-16d U26-3 (3) 2x6,8 45/e 4 2 1 8-164 2.104 5000 200 945 1070 1180 1345 U210-3 (3) 2x10,12,14 4 7 2 1 14.16d 6-104 9800 940 1650 1875 2065 2350 U66 6x6,8 5 5 2 1 8.164 4-10d 5000 630 945 1070 1180 1345 11610 8x10 51/2 81/2 N'NINI 1 14-16d 6-10d 940 1650 1875 2065 2350 U66R ROUGH 8x6,8 6 5 11/4 8-16d 4-18d 720 945 1070 1180 1345 U61OR ROUGH 6x10 6 81/2 1 14-16d 6-16d 1080 1650 1875 2065 2350 �g DIMENSIONS FASTENERS AVG ULT ALLOWABLE LOADS' W H B HEADER JOIST UPLLFT2 FLOOR (100) ROOF (125) U24TF 2x4 1 3 2 6-164 2.10dx11/2 3933 200 1300 1300 U26TF 2x6 1 5 2 10-16d 4-10dx11/2 6933 575 2235 2235 MIL SIMPSON_ StrongTie CONNEerDAS U210 U STANDARD JOIST HANGERS 1. The allowable loads under the "10d" column heading are the 3. Roof loads are 125% of floor loads unless limited by other loads allowed when 10d common nails are used Instead of the criteria. Floor loads may be adjusted for durations of loading 16d header nails, according to the code provided they do not exceed those 2. Uplift loads have been increased by 33% for wind or earthquake fisted in the roof column. loading with no further increase allowed. Reduce allowable uplift by 33% for normal loading criteria such as in cantilever construction. MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • Use all specIfied fasteners. See General Notes. OPTIONS AVAILABLE: • Sloped and/or skewed models, see SLOPED AND /OR SKEWED U AND HU HANGERS. • See also LUS and HUS series. CODE NUMBERS: ICBO No. 1258, except for 2x's with 16d nails into header. Dade County, Florida No. 89-0131.3. INV vTF ,o � n HANGERS 00122 • Use HUTF hangers for larger loads. • Use B or W hangers for nailer or welded applications. MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. CODE NUMBER: CBO pending at time of catalog publication. Dade County, Florida No. 89-0131.3. 1. Doom bads may not be increased or 2. Uplift loads have been increased by 33% for wind or earthquake short-term duration of load. loading with no further increase allowed. Reduce allowable uplift by 33% for normal loading criteria such as in cantilever construction. U STAINLESS STEEL JOIST HANGERS O CopyrfpM 1990 20 SIMPSONSTRONG•TIE COMPANY, MC. • Stainless steel U hangers are available, in 16 gauge type 304, on special order — consult factory. MODEL NO. JOIST OR DIMENSIONS FASTENERS/ AVG ULT ALLOWABLE LOADSU PURUN SIZE W H 8 TF HEADER JOIST UPUFT FLOOR ROOF (1 838 3x8 2 7 2 2 1 /2 4-16d 2. 100x1 7400 290 2415 2416 8310 3x10 2 9 2 2 4.160 2.10dx1 7400 290 2415 2415 B312 3x12 2 11 2 2 4-16d 2.100x1 7400 290 2415 2415 8314 3x14 MI6 13 3 2 4.160 2- 10dx11/2 7400 290 2415 2415 B316 3x16 2 .16 3 2 4 -16d 2•10dx11/2 7400 290 2415 2415 B48 4x8 3 //e 7 2 21/2 4.160 2 -10d 7400 315 2415 2415 8410 4x10 3 9 2 2 4.16d 2 -10d 7400 315 2415 2416 B412 4x12 3 11 2 2 6-16d 2 -10d 9667 315 3155 3155 H8412 4x12 3 /ie 11 3 2 10 -N20A 4 -N20A 12350 925 4330 4330 HH8412 4x12 3 11 3 2 4-N54A 2 -N54A 12900 670 4185 4185 B414 4x14 3 13 2 22 6-160 2 -10d 9667 315 3155 3155 HB414 4x14 3 13 3 2 10 -N20A 4-N20A 12350 925 4330 4330 HHB414 4x14 3 13 3 21/2 6-N54A 4 -N54A 15000 1345 5135 5135 8416 4x16 3 15 2 2 6.16d 2.10d 9667 315 3080 3080 HB416 4x16 3 15 3 2 10 -N20A 4 -N20A 12350 925 4330 4330 HHB416 4x16 3 15 3 2 6-N54A 4 -N54A 15000 1345 5135 5135 HHB68 6x8 52 71/b 2 21/2 4-N54A 2 -N54A 12900 670 4185 4185 8610 6x10 5 92 23/e 2 10-16d 2.10d 14375 315 4000 4000 HHB610 8612 6x10 5 91/2 2 2 4 -N54A 2 -N54A 12900 670 4185 4185 6x12 52 11 2 2 10.16d 2.10d 14375 315 4000 4000 HHB612 6x12 62 11 3 2 104N54A 6-N54A 19100 2015 6235 6235 13614 6x14 5 13 23/b 2 10460 2.10d 14375 315 4000 4000 HH8614 6x14 5 13 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 B616 6x16 5 15 2 2 10-16d 2-100 14375 315 4000 4000 HHB616 6x16 5 15 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 HHB812 8x12 7 11 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 1*48814 8x14 7 13 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 HH8816 _ 8x16 7 15 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 GLULAM SIZES HHB3 3 LAJ4. 3 9 MIN. 3 2 10 -N54A 6-N54A 19100 2015 5735 6235 GB3 3 LAM. 31/4 10/h MIN. 3 2/ 14 -N54A 6-N54A 26800 2015 6435 8045 HHB5 5 LAM. 51/4 9 MIN. 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 GB5 5 LAM. 5 12 MIN. 3 2 14 -N54A 6-N54A 26800 2015 8350 8350 HGB5 5 LAM. 51/4 15 MIN. 4 2 14-N54A 6-N54A 30300 2015 9800 9800 HHB7 6 LAM. 6 10 MIN. 3 2 10 -N54A 6 -N54A 19100 2015 6235 6235 GB7 6 LAM. 6 12 MIN. 3 2 14 -N54A 6-N54A 26800 2015 8350 8350 H087 6 LAM. 8 15 MIN. 4 2 14 -N54A 6-N54A 30300 2015 9800 9800 B, HB, HHB, GB and HOB are acceptable for weld -on applications. HB412 28 SIMPSON • StrongTie CONNECTORS • HB a Typical IInstalledd B/HB/HHB G13114013 P US► raNGERS .1120A and N54A fasteners are Included with hanger. 2. HHB, GB and HGB allowable load values do not apply when installed over 2x or 3x milers. To maintain allowable down loads for this application specify saddle-type connectors. 3. Loads may not be increased for short-term duration of load. 0012'3 This design configuration has the material section where it counts, resulting In maximum load values. MATERIAL: B & HB -12 gauge steel HHB, GB & HGB -7 gauge steel FINISH: B & HB— Galvanized HHB, GB, HGB, all saddle hangers & all welded sloped hangers — Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • For the 3x and 4x B, HB and HHB series hangers listed in the table below, N20AN fasteners may be substituted for the 16d nails into the header. OPTIONS AVAILABLE: • Hot - dipped galvanized; specify HDG. • For 2x widths, see PF, JB, and LB models. • Other widths are available; specify "W" dimension (the minimum "W' dimension Is 134 "). Other heights are available, specify "H" dimension. • Saddle hangers are made to order; add "D" to model number (for example, HHBD412), and specify "S" dimension. They may be used for most conditions except at end wall locations and are preferred for nailer applications. • This series may be used for weld -on applications. The minimum required weld to the top flanges is ' /e" x 2" fillet weld to each top flange tab for 12 gauge steel and 344" x 4" fillet weld to each top flange tab for 7 gauge steel. The weld must be distributed equally on both top flanges. Welding, of course, deletes the top and face nailing requirements. • Any basic model can be provided in any slope up to a maximum oft 30; see B SLOPED HANGERS for full description. CODE NUMBER: ICBO pending at time of catalog publication (see General Notes). 4. Uplift loads have been increased by 33% to wind or earthquake loading with no further increases allowed. Reduce allowable uplift by 33l% ar for loading criteria such as in cantilever 5. Uplift allowable loads do not apply to weld -on applications. 0 Copyright 1990 SIMPSON STRONG -TIE COMPANY, INC. • MODEL NO. DIMENSIONS BOLTS AVG ULT ALLOWABLE LOADS W MIN H L CARRYING MEMBER CARRIED MEMBER WITHOUT TOP FLANGE NO TRIANGLE THEORY TRIANGLES THEORY FLOOR (100) ROOF (125) FLOOR (100) ROOF (125) FLOOR (100) ROOF (125) 10370 LEG3 3 9 12 4. 2.3/4 51000 3760 4700 9470 11840 8295 1E35 5 9 12 4.3/4 2.3/4 51000 3760 4700 14070 18290 8295 10370 MEG5 5 9 12 8.3/4 2 -3/4 61540 5380 6700 15330 19180 9555 11940 EG5 6 11 11 8-1 2.1 82830 8950 11185 16280 20350 15170 18980 LEG7 6 9 12 4- 2 -3/4 51000 3760 8700 14070 16290 8295 10370 MEG7 6 9 12 8. 2.3/4 81540 5380 8700 15330 19180 9555 11940 EG7 6 11 13 8-1 2-1 82830 8950 11185 21170 25830 16010 20010 EG9 8 11 15 8 -1 2.1 82830 8950 11185 23580 25830 16980 21225 MODEL NO. DIMENSIONS FASTENERS AV ULT ALLOWABLE LOADS ROOF (125) W MIN H L CARRYING MEMBER CARRIED MEMBER FLOOR (100) GLT3 3 10 10 10-N54A 6-N54A 21400 7000 7000 HGLT3 3 10 18 18 -N54A 6 -N54A 39080 8760 10950 GLT5 5 9 10. 10 -N54A 6-N54A 21400 7000 7000 HGLT5 5 9 12 18-N54A 6-N54A 39080 10200 12750 GLT6 5 9 /te 9 12 10 -N54A 5.N54A 21400 7000 7000 GLT7 6 8 12 10 -N54A 6-N54A 21400 7000 7000 HGLT7 6 8 12 18 -N54A 5.N54A 39080 10200 12750 GLIB 7 8 12 10 -N54A 6 -N54A 21400 7000 7000 HGLT9 ebb 7 14 18-N54A 6-N54A 39080 10200 12750 (0% GLTIHGLT � " ERS r Accommodates typical structural requirements for timbers and Glulam beams. Top flange th allows for installation on 3x ledger (2W net). Flared stirrups allow for easy installation of the ams. MATERIAL: FINISH: INSTALLATION: OPTIONS AVAILABLE: CODE NUMBER: Top flange -3 gauge steel Stirrup -7 gauge steel Simpson gray paint • Use all specified fasteners. See General Notes. • All GLT models used with sawn timbers shall use a 12" "L" dimension. • N54A fasteners are included. • GLT series may be attached to steel headers by 310" x 2Wh" fillet welds located at each end of the header angle to obtain the tabulated values. HGLT series may be attached to steel headers by 1 /4" x 21/2" fillet welds located at each end of the header angle to obtain the lesser of the tabulated values or 12,000 lbs. maximum. • Hot - dipped galvanized available; specify "HDG': ICBO No. 1258. 1. Roof loads are 125% of floor loads unless limited by other criteria, floor loads may lload d f o e s not exceed that li ted Inn pp the roof dcolumnthe code provided that the EGIEG'EG M ZANGERS Precision fabrication offers dimensional accuracy, and the funnel flange aids in installation. MATERIAL: Stirrup -7 gauge steel Top flange LEG & MEG -7 gauge steel Top flange EG -3 gauge steel FINISH: Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS AVAILABLE: • Hot - dipped galvanized available; specify "HDG': • Special models are available without top flanges, see table for load values. CODE NUMBER: ICBO No. 1258 when used with Triangle Theory allowable loads, see footnote 3. - vor. LEG /MEG 1. Load values allowed assume a carrying member of not less than 51/2" with bolts In single shear. 2. Roof loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for durations of loading according to 3. Triangle bearing theory reduces the normal the code provided that the load does not exceed that listed 385 psi of top Rage bearing to 192 psi as the In the roof columns. allowed value where limiting. SIMPSON .Strongri e • FONNECTOAS J l2 " 00124 06060 /SIM BuyLlne 5162 GLT FASTENERS INCLUDED HGLT FUNNEL FLANGE it EASES INSTALLATION O Cotrelght 1990 511APSON STRONG -TIE COMPANY, INC. 41 MODEL NO. STRAP SECTION DIMENSIONS FASTENERS (TOTAL) MAX ALLOWABLE HORIZONTAL LOADS Li L2 NAILS BOLTS NAILS 14 ga. galv. SA34 7 ga.x2lhe 34 9 — 43/4 _ — 3800 SA45 7 ga.x2lhe 45 19 — 4 — 3800 SA36 12 ga.x2 36 9 22-16d 4-1/2 1900 1900 SA47 12 ga.x2 /te 47 191/2 22.16d 4-1/2 1900 1900 HSA32 3 ga.x3 32 9 — 2- — 2580 HSA41 3 ga.x3 41 9 — 4 - — 5150 HSA5O 3 ga.x3 50 9 — 6. — 6400 HSA59 3 ga.x3 59 9 — 8 - — 9400 HSA68 3 ga.x3 I/2 68 9 — 10. — 11000 MODEL NO. PAM DIMENSIONS FASTENERS L H B NAILS BOLTS 68T 14 ga. galv. 6 5 11/2 7•16d 3.3/e 1281' 14 ga. galv. 12 8 2 12.16d 3. 86L 14 ga. gale. 8 8 1 10-16d 3-3/e 881 14 ga. gals. 8 8 2 12-16d 3-1/2 12121' 14 ga. gals. 12 12 2 12 -16d 3. 1212L 14 ga. galv. 12 12 2 14-16d 3-1/2 1212HT 7 ga. ptd. 12 12 21/2 — &sib 12121-IL 7 ga. ptd. 12 12 2 — 45/e 1816HT 7 ga. ptd. 16 16 2 -- 8-5/11 1616HL 7 ga. ptd. 18 16 2 — 45/e MODEL NO. H (BEAM DEPTH) L FASTENERS (TOTAL) ALLOWABLE TENSION LOADS NORMAL MAXIMUM V8-5 10" - 15" 5' 16 -N54A 1570 2050 VB -7 15" - 22 7' 16 -N54A 1570 2050 VB-8 221/2" - 28 8' 16 -N54A 1570 2050 VB -10 28 - 36" 10' 16 -N54A 1570 2050 VB -12 36" - 42" 12' 16 -N54A 1570 2050 viEt KNEE BRACES VB knee braces provide lateral resistance force at the bottom of beams when installed approximately 45 to the vertical plane of the beam. MATERIAL: 12 gauge steel FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • 16 —N54A fasteners are included with the brace. CODE NUMBER: BOCA, ICBO, SBCCI No. NER -413. Sln►I11115A frNI,EcToRs A high value cross - member seismic tie used as a horizontal de across intervening members. Allowable loads include a safety factor of 3 proven by code- accepted performance tests. MATERIAL: See the table FINISH: SA36 and SA47— galvanized, all others Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes, • The SA/HSA series may not be suitable for use in floor diaphragms due to their protrusion above the beams. CODE NUMBERS: BOCA, ICBO, SBCCI No. NER -413. Dade County, Florida No. 89-0131.4. 1. The allowable loads have been inc eased for wind or earthquake loading; no further increase allowed. 2. Bolted values are in single shear and assume a restrained member of 3W minimum thickness. 3. Bolt and nail values may not be combined. TANDL 5 77 E S Patent No. 4,022,537 1. Loads may not be increased for short-term duration of wad. Adj ustable Width TVpIcal Installed 18' MAX. COLUMN CAP SIMPSON Stxong , CO TO NNECRS SA34 /SA45 STRAP ANCHOR SADDLE HANGER m Saddle SA and Column Cap. SA36 /SA47 SA I l Li +►I L z SIUPSONSTRO COMPANY, INC. 00125 06060/SIM BuyLlne 5162 2.ix12GaGaIv I-N 54A in EachTab 2-N540 in Seat Heavy stiffened section— t reduces bending. 43 MODEL NO. DIMENSIONS FASTENERS W 1 W2 L BASE POST BOLTS NAILS BOLTS NAILS A33 3 3 11/2 — 4-10d — 4-10d A44 4 4 1 -- 4-10d — 4-10d A68 6 6 1 2 - -- 2.3/e — A88 8 8 2 3. — 3. — A24 4 2 21h 1.1/2 — 1.1 2.10d A311 11 3 2 1. -- 1. 2.10d MODEL MAIL DIMENSIONS ALLOWABLE LOADS FLOOR (100) ROOF (125) NO. LENGTH FASTENERS L30 3 4.1Od 235 240 L50 5 6.10d 350 440 L70 7 8.10d 470 585 L90 9 10.10d 590 735 MODEL NO. MAIL DIMENSIONS W H B TF Z2 20 qa. 2 11/2 1 1 Z4 12 qa. 1 3 2 1 Z6 12 qa. 11/2 5 2 1 Z28 28 qa. 2 11/2 13/9 1 Z38 28 pa. 2 6 /1e 2 1 1 244 12 qa. 21/2 3 2 1 +C ) A ANGLES I Z CLIPS Z2 clips secure 2 x 4 flat blocking between Joists or trusses to support sheathing. Z4 and Z6 clips support fit -in joists when they are skewed. MATERIAL: Z clips —see table; Angles -12 gauge steel FINISH: Galvanized CODE NUMBER: ICBO No. 1258 for Z4 and Z6. Typical Z2 Installed REINFORCING lir ANGLES General utility reinforcing angles with multiple uses The curved metal speed prong reduces labor and overall construction cost. The staggered nailing pattern reduces the potential for splitting and allows installation on both sides of a member. MATERIAL: FINISH: INSTALLATION: OPTIONS AVAILABLE: CODE NUMBERS: 0 Copyright 1990 SIMPSON STRONO•TIE COMPANY, INC. 16 gauge steel Galvanized • Use all specified fasteners. See General Notes. • See LS for adjustable model. BOCA, ICBO, SBCCI No. NER -413. Dade County, Florida No. 89. 0131.1. SIMPSON • StrongTie CONNECTPIIS 00126 06060 /SIM BuyLine 5162 1. Load values are for condition F, or F=. 2. Roof loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for durations of loading according to the code provided that the load does not exceed that listed In the roof column. 3. Minimum lumber thickness is 2W to achieve the table load values. Reduce table values by 10% for 1W lumber thickness. Wake! L50 Installed A44 Installed (A33 Similar) Z6 53 MODEL NO. DESCRIPTION FINISH ALLOWABLE LOADS NAILS PER CWT SNEAK WITHDRAWAL PER INCH PER NAIL NB (8d) 10 ja.x1 V2" SMOOTH SHANK HDG 97 34 51 14100 N10 (10d) 9 ga,x1 SMOOTH SHANK HDG 108 38 57 12300 N16 (16d) 8 na.x2 SMOOTH SHANK BRIGHT 135 42 105 6300 N20A (20d) .192 "x13 /A" ANNULAR RING BRIGHT 174 49 86 6300 N20AN (20d) .192 "x2 /a" ANNULAR RING BRIGHT 174 49 104 5500 N54A .250 "x2W ANNULAR RING BRIGHT 253 63 158 2700 SSN16A (16d) .165 "x1 ANNULAR RING STAINLESS TYPE 304 135 42 74 8900 SSN16A 56 SIMPSON ;.StrongTie• CONNECTORS Say SBS I I NS4A WWI N20AN Shelf Wonder N20A CF N JOIST HANGER NAILS AND STRUCTURAL FASTENERS Strong -Tie nail specifications include head size, thickness, steel and shank design and point configuration to ensure conformity to published values. These nails and structural fasteners have been developed and tested by Simpson Strong-Tie Company as the optimum attachment means for connector products. N10 nails are available in display packages (see illustration); to order, specify: • N10D — box of 150 nails (display package) • N10D5 — box of 600 nails (display package) • N1ODS — fifty N10D's (master carton) • N10D5B twelve N1005's (master carton) 1. Allowable loads are based on the 1988 UBC. 3. N16, N20A. N20AN and N54A fasteners may be 2. Shear includes 25% Increase for use with steel side plates. ordered galvanized, specify EG; example: N16EG. e SBV/CF SHELF The SBV is recommended for the heaviest shelf requirements, counter brackets, window ledge supports, and anywhere the bracket must do a no- compromise job —at a price competitive with brackets having one -tenth or less the support value as tested. The CF Shelf Bracket is increasingly used as a smaller version of the SBV where a moderate size shelf bracket and reinforcing angle is needed. MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • SBV - --Full strength results from proper attachment to a stud or other solid surface with #12 wood screws, 'h" lag screws, or 20d annular shank nails. The bracket is reversible for nominal 10" or 12" shelves of any thickness. • CF —Use the 5" leg for 6" lumber and the 6" leg for 8" lumber. ipicall Installe SBS SHELF This unique heavy -duty shelt bracket for open stud use features a shell support extender between the studs for open-stud garages, shops and storage areas where really heavy load capacity counts. In most cases the shelf storage Is limited only by size —not weight. MATERIAL: 18 gauge steel FINISH: Galvanized O Copyright 1900 SIMPSON STRONG•TIE COMPANY. INC. 00127 • gab SIMPSON StrtingTie • CQNNECibRS Typical MIT Installed MIT CONNECTORS FOR USE WITH WOOD WEB PRODUCTS Simpson Strong Tie® Company, Inc. offers the most complete line of connectors available designed especially for use with wood web I -beam joists and purlins. The complete wood web connector product line is detailed in other catalogs. Patent No. 4,291,!98 Additional Simpson Strong -Tie' Catalogs Available Catalog C -90H -1 Is our full line wood to wood and wood to concrete connector catalog and is compiled In Sweet's. We also have catalogs detailing our additional "No Equal" connectors for use with wood web joists and plated trusses. All of our catalogs are readily available from your Simpson Strong -Tie• distributor, dealer, sales representative or from any of the branches listed below. New for AutoCAD users! Simpson Strong•Tle• has created an electronic version of the 1990 Connectors for Wood Construction catalog. The Electronic Catalog enables IBM PC or compatible AutoCAD users to instantly add schematics of Simpson connectors to AutoCAD drawings. For each connector, the Electronic Catalog provides loads, fastener schedules, and installation notes. It includes an electronic version of our 1990 Installed Cost Guide which allows the user to compare connectors by cost. Contact a Simpson representative for more details and price information. FOR NEAREST STOCKING DISTRIBUTOR: Call SWEETS BUYLINE 800 Number, see Telephone Number on1NSIDE FRONT COVER of SWEETS. • SIMPSON 60 Home Office Northern California Office and Factory 1450 Doolittle Drive, P.O. Box 1568 San Leandro, California 94577 Phone (415) 562 -7775 Home Office FAX (415) 562-7946 Northern California FAX (415) 632 -8925 Southern California Office and Factory 1425 Moonstone Street, Brea, California 92621 Phones (213) 694-5775 • (714) 871-8373 • FAX (714) 871-0370 Texas Office and Factory 1720 Couch Drive, McKinney, Texas 75069 Phone: (214) 542 -0326 • FAX (214) 542 -5379 Ohio Office and Factory 2200 Westbelt Drive, Columbus, Ohio 43228 Phone: (614) 876-8060 • FAX (614) 876-0636 HIT Installation on 3x Nailer Mounted on a Steel Beam. Typical HIT 4x Ledger Installation 'Typical IU Installed Distributed nationally by leading wholesalers e Copyright 1090 SIMPSON STRONG -TIE COMPANY. INC. Printed In U.S.A. 00128 • IT • • - , i „ , ;., , .., i , .. I . 1 „ ,, , ::,, i , i :- .,. ) -) 7 , - , :.,•:- ,",, . .., y , • ; ...- ,• 1. , ,v , .. 1 ,,...... i4::. .... ,..,..v.e,.. „.. „;:,...., ,. ,.. i ''' , Z ' 1 .. •. 1 . . .. (• , ', , ; • t . : ..,,,..: ' .: it:•,. --, . „ . ••, , . ,, . . , i ; . . ,.>:-.N1 ,f :!,, ,•,, , '.,•.,: i it.. i,, , 1 ',I ;,..;.'*; , . / .. •- 1 ‘. --'. • ) CML LAB DESIGN BOEING PMPT LAB TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS SUBJECT CODE ANALYSIS SLABS Existing Slab Check Temporary Trench Design Slab Design - Granite Table Slab Design - Platten Press Slab Design - Directional Emissometer PILE CHECK DOOR DESIGN EXTERIOR EQUIPMENT PADS MDL LAB DESIGN Attic Framing Column Check Lateral Attic Framing Column Check Lateral ROOF PENETRATION GWB DRAFT STOP EXISTING AHU PLATFORM MECHANICAL STACK DETAIL INTERIOR STUD WALL WOOD CONNECTION PRODUCT DATA . . ..... . SKIL= WARP MAGNUSSON BARKSHIRE INC. Consulting Structural and CM Engtnaers PAGE 1 3 16 20 26 28 33 36 44 47 73 75 88 95 96 101 109 112 114 117 .: .... .. 119 non MAY 3 019911 MAHAN & DESALVO, INC. i T &CUING WARD MAGNUSSON BARKSHIRE Consulting Structural and Civil Engineers „IC PROJECT B p PT ?A G LOCATION Sri CLIENT • • . • • • ; • i ' • • . ' • • . ; ; " • I . • i • • ; ; ; - • " • • • , . • • • • . . " • • ,•• . • , I 00001 Design Sheet SHEET • CODS ANAL1SIS • • • • ., . , • • • • 13 . OGGVegley p�Pr M L • c ooJemei r /off Dili - ..72ir N. r. P. fvoea n/r 5 1N// L.9/N6. 6.740 6•5 sMemit/e440.,Or Z. P. /Ib,G#r LMM/rA / /n! (U8. C ( !' 4:copA-wr L-o * (�. 7 MA P /*rAVVi€ re, eX / r ,gip 8 -2 , /o / f V // ,•Z,r /Od4 65 _ ._ ( a tWooA/1P.g/) PO/r-444/1e./V1" rir # Sfhter ONetafrvizec 1'8,6o0 (splZ NO dgm/7 -.) ( a 1) ,z / z/,s so iai•ss x /59 = /lZ111.1s azA . 3,360 00002 _ v c7►7i r�Z• fib!' y) . .01'sri/ . / *a.h'. I og- 1 a/ E,re p f/. r: • . 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Consulting Structural and CNN Engineers Design Sheet PROJECT Boewl4 PM Pr un LOCATION 51,4 CLIENT co o 32 DATE - I 4I BY r&,M1 as SHEET H SK Id,ING WARD MAGNUSSON BARKSIiRE INC Consulting Structural and CM Engineers LOCATION 8Oe4L, PrtP," 00033 Design Sheet 11111111111 1111 I 1111 MEMEMMEMEMMMEM MINIMMINIMM MEMO 11111111 1111 11111111 '� hl1 IIIIIIIhhI 411111111111 1111111 11111111 whipm r■■■■■■■■■ ■ iiiilliiii.I. ®■■■■■■■■■■■ ■■■■ ■ , Q : ; UM= ■■ ■■■■■■ =Ma ■■ ■:: ■■ ■ ■■■ ■■■■■■■ ■■■■■■ ■ MN MN= ■ ■■■■■ ■■ ■■ ■■ ■ • OM= ■ ■■■■■■ ■■ ■ ■■■■■■ ■ ■ ■■ ■ r ■■■■■ ■■■ ■■ ■■ ■■ ■r MMINIMMINIMMO MINIMMMEMOM ■■■■ . ■ ■■■■ ■■■ MEM CLIENT DATE SHEET BY tx.7)..t Ai PROJECT wool p Pr L. * SHEET LOCATION 501 CLIENT tv 4- GATE A 4 ____O ' Fte.911 . ' . '. 12 hti • ' -__I dill ._ • i .12s 1 1° ' C - : 7 =', 6. 1" IPS _iv, .t. 'LSD _P I a i __Aittb - ...3_Al 76 all I . R1 1 K iv/ /1 11 , .. . T . . , • • , all 111 I 11 I ' i . "' . . ,. ,-, • . 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( PROJECT BOoN p (rr LI LOCATION Styb CLIENT 4.vik- DATE (. SMILING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers Deoa. I c f t• y 71.6 Dooa. 3L is 3-4 1 2 2. loom- RI tAt, Ty Pitt 66 wet 1 or srkie Sot,' 0 Ohm t,eltrft. 3 $.( I-I t2( 3' 2? ;LS 27 .0G..5 Ay To ht. LQ Aut. - 30 I / 4- 15' d b 5_,5_ A .15 • - " 3 6,=1 c4.\ 4.0(0t) 6 i rszcksi • 25" e l R /3.z1 AI . PIK- (Alen) -j(7_..21) ;s fy i9I 4, $11 tie ,t /;645 26 00037 Design Sheet 3 -Lir z 1 29 R /3-Z3 + tair= - 4 -t- . TOM- tAIAt4. A .:: 7 .7588 Sic WARD MAGNUSSON BARKS HIRE Consulting Structural and Civil Engineers 00038 Design Sheet LOCATION S54 CLIENT 44/ SKIIJING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers PROJECT LOCATION So c,•a k P 4 cf tJQ 5Vr _ 2, 3? . . boon. Li 5 I M � Tai, ugt4, 80 taTp.•n A rtv . Nett (fvo) IN ea LZ= , 7513 . L1, ,6651 CLIENT 4 . 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Consulting Structural and Civil Engineers Pri PROJECT LOCATION SHEET DATE BY SZIA So NLi $SA- Pn �T CLIENT kVA- O004. Design Sheet SKILUNG WARD MAGNUSSON BARKSHERE Consulting Structural and Civil Engineers PROJECT to eN f) PT SHEET Lczil 1...ki ' DATE .,7-1 BY I 1 ; 1 = ---i i • I PA) I 10 10 18 liwic 000- Lt4 TfrI - 7116o0 _Tick Poimi 36 Luso = 71, 060 = V a .Ps 364, . 14 EVf TA141( S . 11-1N 1-N IswiL Lt■1 ik4)L S4i LI Lns F i rw x Z 7( tflot. Tril 10 Ws 3o , LI 6600 mitt+ ieSX) 00045 Design Sheet - 30T ctivAcA. "NIP eot.rr, UN T lunar 1.00 CP‘vr6 A Lt A S "aft LJ TANI( "artilLftrz.i_- uSe 11■11 btolc ntAl ttticti4 IZ iN /Al 51Atvakt4E prLi P 1 :1-= ,00la />: 17." dr. 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' • •-• ***de***4t*9e**dc****dc4e9e**si r*lk******k******9cti k****** ********** ****4r*****tklktk********** SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1.0 (C) 1987 by Concrete Reinforcing Steel Institute ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** L CATION - Boeing PMPT liquid nit. tank MN REACTIONS AXIAL LOAD - 71 ECCENTRICITY (MAJOR AXIS) - 0 (MINOR AXIS) - 0 BENDING MOMENT (MAJOR AXIS) - 440 • SHEAR LOAD (MAJOR AXIS) - 40 BENDING MOMENT (MINOR AXIS) - 0 SHEAR LOAD (MINOR AXIS) - 0 FOUNDATION PARAMETERS FOOTING WIDTH - 14 FOOTING LENGTH - 14 FOOTING THICKNESS - 1.5 PEDESTAL HEIGHT - 0 PEDESTAL LENGTH - 0 PEDESTAL WIDTH - 0 HEIGHT OF SOIL ABOVE FOOTING - 0 WEIGHT OF SOIL ABOVE FOOTING - 0 FLOOR OR GROUND SURCHARGE - 0 & 'NDATION ..4ER 1 - CORNER 2 - CORNER 3 - CORNER 4 - CORNER SOIL BEARING PRESSURES 2.06 KSF 2.06 KSF 0 KSF 0 KSF RIPS FEET FEET RIP -FT RIPS RIP -FT RIPS FEET FEET FEET FEET FEET FEET FEET PCF PSF ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RESULTS OF ANALYSIS ****************,******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) FACTOR OF SAFETY AGAINST OVERTURNING (MINOR AXIS) TOTAL WEIGHT OF FOOTING AND LOAD RESISTING MOMENT (MAJOR AXIS) - RESISTING MOMENT (MINOR AXIS) - OVERTURNING MOMENT (MAJOR AXIS) OVERTURNING MOMENT (MINOR AXIS) CONCRETE DESIGN OPTION (WORKING STRENGTH DESIGN) ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** - 115.1 RIPS 805.7 RIP -FT 805.7 RIP -FT - 500 RIP -FT - 0 KIP -FT 28 DAY CONCRETE STRENGTH - 4 KSI YIELD STRENGTH OF REINFORCEMENT - 60 KSI ALLOWABLE CONCRETE COMPRESSIVE STRENGTH - ALLOWABLE STEEL TENSILE STRENGTH - 24000 ALLOWABLE WIDE BEAM SHEAR STRESS - 69.57 ALLOWABLE PUNCHING SHEAR STRESS - 126.49 MODULAR RATIO - 7.96 - 1.61 - 99999 1800 PSI PSI PSI PSI [bum] «< »> Mar -25 -1991 Page 1 FLEXURAL REINFORCEMENT FOR MAJOR AXES (ALONG LENGTH) 000 q c * * * * * * * * * * * * * * * * * * * * * * * * * * * *, * *, * *** * * * * * * * * * * *, * * ** * * * * * * *** ** * * * * * * * * * * * * * * ** EFFECTIVE DEPTH USED IN FLEXURE DESIGN - 15 INCHES MAXIMUM SERVICE DESIGN MOMENT - 500.55 KIP -FT MAXIMUM SERVICE WIDE BEAM SHEAR - 106.18 KIPS MAXIMUM SERVICE PUNCHING SHEAR - 69.39 KIPS ACTUAL WIDE BEAM SHEAR STRESS - ACTUAL PUNCHING SHEAR STRESS - ACTUAL CONCRETE FLEXURAL STRESS ACTUAL STEEL FLEXURAL STRESS - ACTUAL WIDE BEAM SHEAR STRESS - ACTUAL PUNCHING SHEAR STRESS - ACTUAL CONCRETE FLEXURAL STRESS ACTUAL STEEL FLEXURAL STRESS - 42.14 PSI 78.45 PSI - 583.11 PSI 21354.26 PSI AREA OF STEEL (REQUIRED) - 1.36 IN2 /FOOT AREA OF STEEL (PROVIDED) - 1.49 IN2 /FOOT FOOTING REINFORCING - DIAMETER 9 BARS @ 8 INCHES ON CENTER MINIMUM BASIC DEVELOPMENT LENGTH - 37 INCHES ACTUAL DEVELOPMENT LENGTH - 69 INCHES MAXIMUM AREA OF STEEL PERMITTED BY ACI 318 - 3.85 IN2 /FOOT MINIMUM AREA OF STEEL REQUIRED BY ACI 318 - .6 IN2 /FOOT PERCENTAGE PROVIDED OF REQUIRED AREA OF STEEL - 109.44 % PERCENTAGE PROVIDED OF MAXIMUM ALLOWABLE STEEL - 38.72 % PERCENTAGE PROVIDED OF MINIMUM REQUIRED STEEL - 248.33 % FLEXURAL REINFORCEMENT FOR MINOR AXES (ALONG WIDTH) ***,******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** EFFECTIVE DEPTH USED IN FLEXURE DESIGN - 15 INCHES MAXIMUM SERVICE DESIGN MOMENT - 589.86 KIP -FT MAXIMUM SERVICE WIDE BEAM SHEAR - 132.01 KIPS MAXIMUM SERVICE PUNCHING SHEAR - 69.39 KIPS 52.38 PSI 77.1 PSI - 654.86 PSI 22195.52 PSI AREA OF STEEL (REQUIRED) - 1.6 IN2 /FOOT AREA OF STEEL (PROVIDED) - 1.7 IN2 /FOOT FOOTING REINFORCING - DIAMETER 9 BARS @ 7 INCHES ON CENTER MINIMUM BASIC DEVELOPMENT LENGTH - 37 INCHES ACTUAL DEVELOPMENT LENGTH - 69 INCHES MAXIMUM AREA OF STEEL PERMITTED BY ACI 318 - 3.85 IN2 /FOOT MINIMUM AREA OF STEEL REQUIRED BY ACI 318 - .6 IN2 /FOOT PERCENTAGE PROVIDED OF REQUIRED AREA OF STEEL - 105.96 'X PERCENTAGE PROVIDED OF MAXIMUM ALLOWABLE STEEL - 44.17 % PERCENTAGE PROVIDED OF MINIMUM REQUIRED STEEL - 283.33 % [bim) «< »> Mar -25 -1991 Page 2 SELLING WARD MAGNUSSON BARKSHERE INC. Consulting Structural and Civil Engineers PROJECT T Pn c i r L LOCATION j N { I � } „9 t 2J17 S' 1 CLIENT wlik i i ' , &- i N. • DATES _22-7 BY • ooc 96D Design Sheet SHEET C r ,— fi' PROJECT 61^�� pm PT LOC ATION CLIENT SHILLING WARD MAGNUSSON BARKSumRE INC. Consulting Structural and CM Engineers 00047 Design Sheet Pill ■ ■111 MOIMMEMINIMMIMM MMEMEMMINIMMIMI MMIMMIOMMEMEME MEMEMMINIMMUM .�C. CCC.��= NM � = �ie ■� ME EMI= MINIMMEN MEMMERIMMINIMMO MMEMMEMMIMMEMM MEMOMMIMEMMINIM MOMMUMMEMEMMIR =:5: ' = �C:C o o� NM ME MEM= WIRMIIMM I IIuHHIuu MEMMIMMINIMMI MINIIMMOMMEMMEM ININIMME =ME IIIIflh'II' i�� 1 iii�1at 1111111111131 MINIM =MN= II =MEM E NM= MEMEMMENEMOMM MRIMMEMEMEMEM MIIIMMOMMMEMMIN MMEMEMMEMMEMM SHEET DATE BY Vm i PROJECT �1NL pn n; urs SKILLING WARD MAGNUSSON BARKS HIRE Consulting Structural and Civil Engineers LOCATION CLIENT WM . H ccAt. MEvAry :F - /VEIN cc,MT DE1.144 ci24 k Mlsc bVo to''NzS &MB- 2verels - z.sy Ptyw000 -: VI" INSoL - x!4 JalsT GGu LAM S - d UNt /LlGall /E7'C. L1 11E Lo4o s . Low - M * A . . ... '_ *o s . - ThiPit. VOA M MooP PoNti bvc71,34.1C ' A-112 %A/V JLS oST, . CoLtl -t ti's -S 5 PsF 2 PSF 3 PsF 5.6 eSF 2.6 PSF 2.4 PSF DATE S dvo97q Design Sheet SHEET BY Br 1 25 PSF _ uNLE S MI- t =0 tioVow.$ Pez 41-i memo DA-TED 5 /Is /qt • I. 1 37 000 oR 37c .. 2 PsF Ex er e (i54, LocAL co JO Pjn S SMILING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers cou`i l, Design Sheet LOCATION • --71E CLIENT MAY 15 '91 01 :25PM WOOD /HARBINGER WOOD /HARBINGER, o a s u t t i n g - n g f a e e r s TELESCOPY TRANSMITTAL This cover sheet is page one of 1 pages. Please call Wood/Harbinger at 822-9499, II you do not receive the entire transmission. To (Firm): SKILLING WARD MAGNUSSON BARKSHIRE Date: MAY 15 1991 Fax No.: 623-2608 Attention: BRIAN MCINTYRE Project: Subject: W/H No.: 9073 Remarks: From: 3025.112th Ave, NE, Suite 200 , Bellevue, Washington 98004 -8002 (206)822 -9499 FAX 822 -4335 BOEING PM & PT LABS WEIGHT OF EQUIPMENT LOCATED IN ATTIC ME H. AREAS I have calculated the approximat weight of th mechanical Items located on or suspended from the attic structure to be 37,000 lbs. This includes piping and ductwork as well as the air handlers, exhaust dust collectors and all of the boiler equipment. If you need any additional information or have any questions please let us know. cj0oLi 7 C. P.1 /1 ( SKEIN WARD MAGNUSSON BARKSH1RE INC. Consulting Structural and Civil Engineers PROJECT N) ti Pr-tor LOCATION ; . . . . . . . . , ' i ' , ' t . ' • • I ; . .......... .... ...........,... ... 4. .... , , • , . . . . . , . . , A • , - . . . • . , . . . . . • . NOT • CLIENT . . . . . . .., • - ■ • • • • • • • • • • • , ';. . „ ; ,' : :" '' ..' '" i "- . ' :: s. " • . • • . • . • • DATE 512 2 1. 1 • • .• -• -•,- • SHEET ' . 0016 • Design Sheet PROJECT LOCATION 5e-Perne SHILLING WARD MAGNUSSON BARKS INC. Consulting Stnictural and Civil Engineers CLIENT siluss6 . PL. .1)it<ti._ i I 2. 800da r 5 At> 1bsTmevr3 _ Tip di 5R-el 3Y14 I IS736 pit it = 7SO a ; F 62.9)st f - laso s% c. P Pus Titor 01( 4 - _i____.?i,•.... FPO;V:P .:, - - ' Cr, (-.4 1 1 z , 97 ; a . , , ; i . • , • i • i ---------7.--T—i- ""'" — 1 - ' : i . 1 . • ) DATE • 2Iqo SHEET - T ; • 00049 Design Sheet BY Sjy1 j i ! ; _ ;,•_,.,,_*. ...._1_._.....'............. . . . • .. . ' ' ; . . - . ; • ... ' , .. . . . . . . . . . .... . . , . • • , 7• — 1 , • • • • • , . ; -- -- . • • • SKIILING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers PROJECT r , h t PT Lk LOCATION 7.7 7I ft I , TRASw PSF _, C d '' LAWWM, 501 eti?" 7V i .. 0 A-V•0 .8 g.>v, = 'b192. - -It: ((2) . isro 2xI4 5 = 93.89 1`12 t /3'/ 3 Y) s = /5 ?'/24131/4y 3s111.. ivoe Lao 4' PSI .. . 5811 CAlitt CLIENT C )Iir DATE lL Nski NtT._. Ri p • _._ ? ..._._...._ 1 I t ■ I r t SHEET BY %,),„ I sao (000 i _ .:... F4 .' 97 F��= hi b2� 1 00050 Design Sheet 2 by 2( I? 4 _ _ - _ - 31zs > 20)S' zc>>g.'-' = (2)(L ) (2`1) 1.0 . 6`1 !� F _, , 72- 1.0A0 = el Psi 5c 3 s1 ; •r /y r i - PROJECT �e-Lt p o i p,..53 LOCATION CLIENT to/A SKIING WARD MAGNUSSON BAuSHIRE INC. Consulting Structural and Civil Engineers . . ___rxret , Revtsmo . - EN : PsF, 4 PsF _ ts• (' bF Gku Um I-I tytvet. Zalto4 eAPS lots Au* 1906..5 4 R.L.r�g (t gobiS /SO) p= lot) 4 10 LL kmx-e '10 2s VL 15 PSF 4- ;24f4 '3 P SF 1-t-31L 15 TL BC: PsF via 4# uve 1 i o Pg DL. Mix Lao . 8 L . DATE IV sil Tri lieePr - 2$ rst* 18 W TL % LI 3 PsF SHEET 3 Yli 'RATS fithsvui Irt4,6 4,g s Lt.= LS fSF 00051 Design Sheet BY Th'■ 11 „::: . F. ..„ ■1111.. . '"!• ! , I • , , • . . • . . , . . • • • . . . . • . , • • , , . . , ' . , • , . • . , , 1 . • , • . , . . . , . . • .. - '. PROJECT LOCATION SMILING WARD MAGNUSSON BARKS1-DRE INC Consulting Structural and CIviI Engineers M coNmtaiNJ -47- (2 9. zS).57 PA, P bs Boa Pt-i T t_At • CLIENT 24 pst &Zest sTrk.1._ Cotuti ry 1 12 it 6 21" PL "itt C,0 WC4,T #44 _ tyk or 3 /0, oq iu 9 64) "?•ti zips _92 PL. _It C. C.J1403 I t rot We" terit :1 7;1 it( 7 Y 7 '• 74 LI/ OIL DATE 410 BY Zane : 1 11: C t hf I 00052 Design Sheet • SHEET . (v.5t) (01") EM Sr. (.5)( co? 3 4 3 _ 414 /5 7: 51 Kst .45 r-zr.i. /7.5 • Z/.6 (es/ d coomtc-rifd ef 000 ER A-77X,, Lo/t91- ; . • P Roos WA- C Er 4 S y,, 14 I I/z. 00053 Allot .• AIO ekro v RuCS R 17 I SIC. 4'Y RO.NED ceL344 Des//4E v Foie aioulP Low Akio 502.oitE AtEsS . letuyou3 _3 18 6Yi 8 0 ._.'s/s 6 yp " 4 LAri .._____4 EN e sriNif 1 x /4' Pi sr 3 2' 1140 idi As REVD Si. ---4 nfl 1 _..............___..... ----i- 3 - I .. . i t 4 Yr 13RD 1, . . Du C-13 StJefOkrED 46 VamNyel:MID 11110 , 40— wit*" _soPeot ----_j Tc. toti1114.5 5uSPENDO celusto• ..... ...._,, ot t.....---- . , . .„, P Roos WA- C Er 4 S y,, 14 I I/z. 00053 Allot .• AIO ekro v RuCS R 17 I SIC. 4'Y RO.NED ceL344 Des//4E v Foie aioulP Low (� SKIILING WARD MAGNUSSON BARKSIBE INC. Consulting Structural and Clvil Engineers PROJECT LOCATION i t3ooag' Pti PT St$ _ — -LA 24FVq !a (y x 39" G, L r3 SViVYL tArn t1 CLIENT W SPAN .. _ Tr- W 24.25 C 9 12. , 877 F 39 F,: Zydc) (?7') Z105 P-SI Z10.S e i = (21•17)(Lo►b)(SZ3) 1So1) t,.aeo v 27 Ps F 4-- cowreot Fs, .■ = 3 V 16s 52 ‘s) . Zt ? 7 . 3 • 1 5 ed4u, DATE i 3 A-_ Z63.3 t� s- ISot IA; T = 3 3 1 366 1 «' 2960 6s0 Ft 6s0 F S- = 1 10 00054 Design Sheet SHEET BY 13 dm BNB ... al re TOO 46 SO Pi 0. Y1 XI)) 24 C • : z Pi3)CS7.3Y SHILLING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers PROJECT P-G1Jt pmrr LA LOCATION CLIENT 1.3/ 1-1- ' e--2.2p4 1 11. ••■•• -- T • ' . • . '3W246)(1 38 e s1- 35, es-E stil Ben)oRgi 27rif t35( ALA) DeS tB (2.sys..) F.' OR_ 13LtKPol 4 gc,"no EN • - - (35.6.(n-C-)(244se.c-,k57 Pt,' 21 1)1 ttis us'e I Y PL t3=-310 Pc.k. viyatnA, 2./S 282. New N52.B7— 7. 222 ••_ ••.• 30862) 01301,52 1 1' • . • - -; - I •• DATE 5/17 • 2' SHEET q BY 1 CO b /3, Design Sheet , I 1 r ------±,—.1.---- '.' --' SMILING WARD MAGNUSSON BARKSHIRE INC PROJECT 134 e i LOCATION " LrW — 12 ), cape-, : 3Sp 1 g Consulting Structural and Civil Engineers Scu CLIENT 41,1 Lu G7AA-1 ixs 1 — E" (?) lou ci trAo/$1 . 'Lao • : citkiquGtr . = 2 . 5 " PS F F ( ..iLs6c6)÷. 17-17-s 27,57es+ 6ILULJNAS DO oi t2- Rstr ).t-I•2A2 cAio, 2 S olL 13Vgv cAV 36p.s4 27. 5 IA ' oil p,tooNt cAp. 1.7e0- 27SeJ IL 24. Pr 7T t.pc2, • • • , • , ,• , . , • • , • • • ••: :•: • „ C.)05 L I 6 Design Sheet DATE /z-z/q SHEET PoUP1 ST ,1\oi or fo 0 • . , . . , . • •••• . • , ( PROJECT LOCATION (( SIG:LIM WARD MAGNUSSON BARKSHIRE Consulting Structural and Civil Engineers CLIENT 6.N1 MK) 1 1 !lir) S 1 ,3547■ (Pi' LT) : 7 $0 (86.638,8.b ('2(57.33) -3 1 , t1) = 22 , . . 2 (57. 33) 9 2-= (t‘Y 11 114 8 . r (22161) .7 284 5C.2. z(E3C,3) 18.7 CA = • 877 Pe( (,1 C va3? . r-s" 4 lo,a 2100 (• 51)) ta 23 0 S" t e = z 81, 56 z.(17) ps1 trot (145) .11 S pl 2Jores . ) DATE 5 2z . I 3 18 883 5f L. SHEET qt BY 2:11 k, .q 4 is •-• - • d io41 . cor ; 1 i 0005 c_. Design Sheet • q.0a- t (4)11 2 21v3.3 Bvbrt 2.Z .5 es'l IASI 0 (6*1)(6) 0 IL I ; I • PROJECT E7 •1/414 P7 LAS LOCATION sEri CLIENT top SKILUNG WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers 1it114.11c.k. vitrzz 4)1 - As: is_ Co: - . 7 4)(11 c 10 I S ilf611 4P? /;4-tvc 541 - 23 1304 0 •gi t s ) 4'1 Cd ( ?h ge C 7. et '83)6 3S1 13 E8 es% 13st (.o.)(tzi4 )C2340 (41.41) ibAD 27 ?% 4 cokytoM 3 #02.. 3 3 \I 2(6) Z6.0(11 s) 4 - rs" (92-75") 21 37 1%4 3 (4.0.)(1.c.‘„) (z3.17 7(it.t$ ; 1(.5 f34 DATE 12 3 9 1 10 g% ". 1 SHEET BY &T • (3 Fb Fb rs z 1600 ets- F = 185 t 1256A5 zo Ez eog 000 1 v 1 311. ht.- IA X= 6 5= Ioz-ti c.3rr- Pie 4 14 C ::-• (Z 3 iS(IZY1.1. 25 : I a 1 1( Ct = • 775- \(/ MO ..• / Soo r e Tb ISoo y ) 9 Fb 00055 Design Sheet 13%1 ?si (c SMILING WARD MAGNUS,SON BARKSHIRE k Consulting Structural and Civil Engineers PROJECT B 60 . 04 p LOCATION SC*717 CLIENT aws EX/377o4 /Mt - ,5/•114bAi //-6 Y/ V. 4 Lon* 933 .io3 4 siptoso4 • V iytx t psFV fr) lo3z an Nem YI4 t)SE stplesuA 83/'? > /0; 2.• 3x — 8 31y 5/.4604 DATE L de)A)/uf OVA) moss Design Sheet SHEET STA-■ EX/STYNI, y iNck c. el* abureb AgsoyE 3opops.t - w°'tsr oPoOett ritft Eriet'Dmb-4T • sA-uet. 3112 14s • NEW eDoilit.114mS u&E (z) Sjght pick!) Pi erVS 201 • tc)12. it10 otc 6°Ar-- t3Sh 1 -271 cv\141. e...)ao0 . r6 C- 'MILL 15- F • • ' 1)41.1 va GotA 1t4 .4 1' 5195 1 ‘. 1 1:010e Zitelk 113t).4 SELLING WARD MAGNUSSON BARKSHIRE INC. Consulting Stnictural and Civil Engineers ( C PROJECT w - LOCATION 5 eArn,5 t I I, • i ± , 15 - I ' " t ---' ; I • t I ---—",:, ca l P ti Pr LA'S CLIENT )4. , • • • • • ' • • • • ■ • • • DATE 1 (30057 Design Sheet SHEET 17 io BY • • SKILLING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers PROJECT o N1 'pr, P (X LOCATION 6 CLIENT Mac rat ir4 - mill /w p Z ._... D2S1Is►. - , Worz.sr CAge 1.04'JrNi .,. - T1 2 4 Goofif O g 1 Dl. 1S PSF SoL- 3 Ps% Ll 55PSF DL I$ PSF Sot • 3 PJf 14.: Z5( DL- 15 f'Sf - SQL - 3P5F 1 2±. TL 43 fsr ;:• .646', (12.S + 752,4 . _ 2 (24). (.15 6; 4 44).(11.5.) 1 4. - .56;'44 ).l11.5. f + 1350 it Z(L1) �q••, 156? 74. •• 73 ?Sr f,— 4193r i= ettnit AVM bF C Pbr . 025.41) Lfiriat, Sthfdat I % S C O T . -R s 00058 Design Sheet : . ,.. 5 6z. S6a). 8688 psi 8760 psi $ /o ,y . eIC 3( 15131* m qs ps zC 3s) 03.2?) •1 sriL ` 181 Lace 6•5X3S) 61l e4( t A = 040 : 706)(zti ) - •p7" . 3W 6 r r 8co Po Ps)( 4 . 7 e# 5 ) � i 1 .4_ ... 3bo •� (ribt) 31 to . o 614.7 Dot. To u E olF t14 FM Rykta oNG7 CNo1 awe, S oa H g1i CANN.,. o .F-.. (� SKIIING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers PROJECT B el Pr■pr (J LOCATION r-- 5SM71t •LoLM't acetic e rte Gm . A;it. s 1546F 5A 1,,,r 3 esF Li.: 3S P5F CLIENT f� DATE II (�L �/�!^ 751�1�...__ : ...: WaresT. t od6.-- i.Lta?o,�•ly ... f i f rn ■color14 ?gar-fit. 1 4 . 57.33 I - 1l.. 53 PO' t4R G.t,= 1285 bL = 15PSf VAS A 9oSf+ Sot. = 3 ns r R = (0 %)(9 W'- ZS PSf . Ut. R : 25(.40) : to r sF ... - rt.= 213 PSF wL° 679 Nit 62es Ift-Yzeitt?. f ( 7 . - 2 4,578 Ibs _ ..2 (57.33 (671)(37.31ff) +. 7,1041°. ,2 b fb ' z(s,.33) t m - (2 578 ti 511 : 34241,65 fa- Ibs 674'x/ i- I 1 41.1 -t.rxi 63/4ulol" ; . ?1Fv!i_ F 7 Z1 J Fy z firs: 1 F 65-4 st 2 (L,73)(3y') ; _ ; Z '45 Its : 623 es ._4 4 ' 5 6 f $ (7 "Xb'9TrJ gl;•44 tot Ss 17 BY 6,1)1 314867 4-4L3(I2 .. /Sod 00059 Design Sheet SHEET Z7Yt zlotys 42/84r(I).,2" _. 1716 - '1 , 4 1 viva � _.._ .._.. _ -- , 1 3o 51 44.A I i SMILING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers PROJECT 041., Pn aT t.A'b LOCATION . •- CLIENT 1.,.1/44 as G I Lu LAM (M1 S e tocil lowyfom , C cc .►r) RGlr, .: Gowj77 J4 ' 4 aLu --t frt s_ .. N = 2 9pbo .'b .. 16 .. y • 1 /2t' Pcac /S ,N ._.... . 7vstrrw &? L. 6.776) = loo tN )1 r /a. %4 c i aG.7SY39) 11,E 4 CID )60 5) 37.31 317.7.5 04 g y �, • 6. 4 (1°3)C56)(16.31) S ZzZ2 iar of DATE 4 1j ) gc sir t sr, N ' P- : z yoo 0:4 l /dl = 24 3..,.∎ S . ° 3 3, 366,■, goo, Coo!J! Pt rwisLIAZ 43L ..: I= 3L,00D. Pl) 2/ PSI � 7,000,eoo OCCV✓ Design Sheet SHEET SKILuNG WARD MAGNUSSON BARKsIDRE INC. Consulting Structural and Civil Engineers PROJECT & 34;1 j oi. t pr 1,45 LOCATION '40LA wit> vik}t PitATezt , • . . , Caawako eF PE 7r) letutAM 01 lin • 07- 008)(5)6637 r= so, 84 6,4 60, ttf 0 CLIENT e curvy = no, 1 -(40 = 2pso 101AdIA eta *AA tooieibItt 1 4.114/61k 134 4 /4., 2 -3 0 / 110 ((12) = ikoti Ik / e curef r z4ac N %LMI tovr 7 at Ay" ?Act, 203o . 7tA, /4 261 §1/ 5 7 coon Design Sheet e 5-0 Eacrewr or PLAre 37.33 6 - r , a . N "or la t kIb e l#0.. Zip 72 36 692, a 24 *tet 1)14 . Det zobt, • c� SMIIIING WARD MAGNUSSON BARKS INC. Consulting Structural and Civil Engineers PROJECT LOCATION cam. WNrm.t As soe'+Nb Pr-+ PT CAr V tve = 2 9 .5 I p 7 6 = 47.t3 :- 29,5" e . G 24 Kst t7Lr etre PL- 3 /4 1 ' As c s1tAEo Clht I" sianr,a SPpa : 7' ` " CLIENT L 14. G,U Liti t3 tS e MEE* PotcroviS GaNN4G7iopi vF 4i0-0 70 , coLuMI W= (•6Z1141)(0) r .627 qt. M 61.1 3,82 14-44 8 S 0(.75) r .093 4 L 3,52 : kst 073 - 64) • 27KS► . 09 3 (z) 3 /y 9L I! 6 T of cnwnN )673) = 6.5 " . . M z 2.34, • 2 p " 25.4 lea e 4 t7 t , jj . 0, 3 ItreZ0 who - : • 67 •4. . c:.10 caa :3.s DATE Iz 1 v I It 00062 Design Sheet SHEET 17/90 BY e 3 " PL f 4 c.K - 91. fl- as . 'as"):. 314,1w. 'x(25'1 (a•13wl �$ �b e� 51.6 / 4.t3 Q g `11Ut tl•� Ittir 1tC D= 14 440. Is watt swE C C' c SKILLING WARD MAGNUSSON BARxsm O LOCATION Consulting Structural and Civil Engineers PROJECT te3E1)(4 (JnVT Usa —i J 3 CLIENT 1, DATE 111171 gv BY g�7" 1 O 00063 Design Sheet SHEET • SMILING WARD MAGNUSSON BARKSwME k Consulting Structural and Civil Engineers 000 64 Design Sheet PROJECT gp 0NM Ph Or (./{S HEkT LOCATION 61ATTLL CLIENT a DATE i 11 10 BY 67A III - ILI • 1 Pori 3 li ii Am 1 I 1 1 - I I 1 1 1 1 1 - 1 I + --lhatililk Hi - 1 - Iii ..2ir IIMIllialfi • - t- 1 1 ---- I iir iiir , 2 ._ 1 l ila ,Il ii _ 1 lei r 1 1 Pail id..,,L4 ii -girl • 1 111 1111 1111 la rip i 11 • i limo ii a alrli 0 SKIWNG WARD MAGNUSSON BARKSHIRE INC. Consuthng Structural and Civil Engineers 1 10065 Design Sheet PROJECT QD fi or L SHEET LOCATION SC4 CLIENT t� . DATE 2 -I I -, J BY €CI lir rag ism • , S — "IA . 111 ■ _ _.��. L L 1 3b VLF - a P 1-1 SO PL,f !.1 I i 1 8 7 7 y10 71 5 51 3 5► I M ii >N n 44,1� ►� (401 (77 - �� - 380 e)isnyt, x / y 4-1 EST : I Z ?III_ 4 I � A • �! :4 f y 7.r) CO 6 V bs r x 2 04 .2 1 6 Lii 1 .2 it ____(8.6 ^_ In 4 _ •.(a) _ 3a (ss0.60 Sit 4, /w4.4 I II p ill CA\ u s E "'I wiz � l a n 'i• J zo_° y 111111113 II " I I) MIMI r f � I tI y Tu PIPIN ■ s nom,, ■ x � R -r., Icy " 14 2.0.431 T t Y , SMILING WARD MAGNUSSON BBxxswxx INC. consulting Structural and CM Engineers mom Design Sheet • MIN • - r alma ME R U 11ma' MIME II • t I 'alive hm.ti, NPii+ � 21 • 1 SS; IS.t jQ fl sV 44141j1 ,0 71,2 r o f iAZ 0 h(fi k PROJECT r:>jLt Anpr SHEET LOCATION J - CLIENT AM DATE 145 11 BY a ■ ■ ■ ■1 ■■■■ T1 .,, R.., Low kill ■■ ■ ■ ■■ 1 ■ ' ®■■ ■■ ■■■■ ■ _ LeAot L r IT ■ ■ ■ c • 'L l o g ^ ■ riiiiR111111EMI ■■■■ — _ SO L. L. - 4 t►.13 313.psf ■ ■■ II _ ± n _• , _Px... ■■■■■■■■ ■ ■■ ■■ ■■ TI' 8 1• • c. ■ ■■ It, g 1 ■ ■ ■ ■ ■■ ■ ' Ca 2. bi 1 30• I s b 17.t f ■■ ■ ■ ■■ .a ■■■ It 8 2 64 ■■ ■ ■■ o o ■ ■ ■ ■■ ■ ►_F -1.,. 3 1 71.1 Zo e .. ' )t► � .- 3 0 1 ■■■■■■ ■ r ■■ ■■ • ■ ' ■ ■ T A S ■ 11 - 365. 6.) 600 l■ ■ III . - .K.! . ■■ elk ■ ■ ■■ Z. 00 ■■ ■■■ ■ ■ ■ ■3 ■■ ■■■■■■■■ • Ili „ ■ ■■■ ■ � MEM ` ■■■■ ■ ■ ■■ ■■ ------/ : • 1 • : ®■ ? •■ I z' ■ ■■■■ ■■ ■■■ ■ " ■■■ ■ ■■■ ■ 111 ■ II ® ® 1111 1111 1-11111 ■■■■ ■ ■ ■ ■r■■ ■ ■■ ii ■■■ ■ ■® ■■■■ MI ■■ ■ ■■ ■■■■■ ■ ® ® ®■ ®■ ■ SKIVING WARD MAGNUSSON BARKSHIRE INC Consul8na Structural and Civil Engineers Gems Design Sheet PROJECT SHEET SO e7A14 Pi Pr LAr LOCATION gV'ernl. CLIENT OM DATE / zr 1 &TM 1,1 4 .. 1 f "ail IN Ell II ' 7' I , U . ■' . 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DATE i a BY 1 ... ,... , ..:,.....,,.., .,. • , , .. : . 1I ggfi ,. '300) 75 ( It:•., I L r 1i{ _78 11 tAi 1= E1 tt.fs IWO � »1 ' 11 1 -I 1 A • 4 4 /11 Saffill a N I - pi- gl.(11)._ 1545 ..(-4-114 1.00 1 156 Ir m R; SILO lb bl*-1 1 /1A-i ot ti 1 sii, I 4, ii. INK . I k. II 1 1 It 1 1 P. f . 1 i f , U SSR A AI 516 16; -1, v/ 1 H' 6 5161( ! tor?, 4 USW A • 8 = • *1 1 1 lig 111.7. 31 1 4 111 1 if._ Ar- Stt, 11 1 111 I bp0-1 3 v_ I'1 140 17.- _AL P I St• tt 8 s; EMI I 'it ME 1 1_1 . CAP — 30 V • .--/ Ellrillill • NOW :.. . E-- 1 L $ UR 1E 1 ' . . . (A - 3 , 1 $ _ 'I j f f SKIUM WARD MAGNUSSON BARICSHIRE INC. Consulting Structural and Civil Engineers 00071. Design Sheet ■■ ■ ■ _ - . . ■ ■ ■ 1 'INN N M :NMI Mil N MIN MN WI • • ■. AO ■11111111 C. SUC C r U ■aid R MU . 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CLIENT („) DATE Le BY " ' 32 / e 1Z-17 ton t y ■ ■ ■ I I«II R. y Q6d Ib t I, . 2.13i) . s 1 a • 7r ■■ m ■ ■ ■ mutt ■ r I to n$ 4 I( VI `► XiISn�1 _ P m A"a y- - m - •a m /14'f"1 To r Z 1, D a lid 11 --I 1C_ ■ ■ rr ■u■ 1' r ya lit &ELM WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and CM Engineers 000 83 Design Sheet SKI LUNG WARD MAGNUSSON BARKSHIRE INC. PROJECT LOCATION Consulting Structural and Civil Engineers P %P T (Ars CLIENT t4 DATE SHEET —23 h I BY 831+ 00084 Design Sheet ■ OMEN MUM MIME modipp RIME C MIME MEIMENEIL NM= 11111harira mum mminimmi mamma= • ■ .� �C� II 2r8 " F'� 1 � � 10 0,c p MIL MIR Tt AMIE" • "nIH" IMAM MM.= MIIMMEM MMIIMMEMITIMM INIMMINIMAdh, RIVI" 1 1111 l'Immilli MIME= - . ■ RU..■■ 11 ■ mums- _ ■ ■ ■ ■ ■■ ■■ 1111 ■ ■■ ■ ■ ■■ ■■ ■ ■ , �■ _ � _ weop DIh('HtRZN ■ ME M= s zstit 251 s ■■ 1 ad.. 4 . • i Ii i' - .. i �S 4wB PROJECT Bee "WI Pr PP i_tr SHEET LOCATION Inerar CLIENT Wdie DATE ii-2,1), I3' % I L ED 1:+4. ComN'Eakt4 -w tJ 1 w nT i t?' _LIBIr _ f.541s) t 1 (0 1)* ) I ' lei,_! r Pl,_0 r 1.640Ny bL+LL I& i / Tos 5•rs e 1 -0 "� t . I 1441. HiN a inktIA F a ■■ a �m as ■ _ • 6 4040 sHU�L. ow o a u ALA o i _ N wi y "40 S P 1.� _ s .C. J Y I I 1 y z. k 8- A N43 •i J a . � 33o ` 11 S 6.s Z 2712 > , 1 3 . N I Its) Lit L' 11 c 5' s i.1 i6. ■ A. 1 .. Z 2 • I u� c.P1 old. - L L' ■ . 11 it oil o 1 .� Jr y #Y ►.1. Z F I414° I 1 I = MI . ar., � l: A 1mGiDGn. a ■ LA Q L'm PL Y VI 405 I • OW." % I ) d 56 I /', • ' _ 1 vA 1 ► :• •K III eg :I a� illim 111 MI SI ILLING WARD MAGNUSSON BARS INC. Cornutting Structural and CM Engineers 00085 Design Sheet PROJECT 4oew4 PrMT SHEET LOCATION S 7oL CLIENT w/ 1+ BATE I Zy f BY P341-. ew ■■■ ■■■■■ 0 10 iti fit ■ 1 . 51 51 Mlnso p.__ _ t -� 7.� M ■ ■ ,t. ■ IN . - __I 7St3.__ �O I I ►xo ■■ t I. ' L • 8.3'3 ■ ■■ ■■ ■ ■ .7 • ■ ' VII ■ i a w l - ' ■ 21 I j ■■■ . '' CO . '4 i wil• III — - a .: a ■ 3 /y 1' 4 Ian : ■ ' rye. 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Iffillaill �, 1.4) 6175 SA t . .y r ■ ■■ '• _. _ 4 11 gof 0 ■ - 43 v., .! .r L K ■ , ■fir • _ 8 ■ ■■■ ■■ , 1 . 111111111 IMO `�" T' ■ ■ ■ JO ■ - ■■ ■ ■■ 74 2 ■ ■ ■ ■ ■■ ■■ ■ ■ ■ ■ .N r SKIVING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers c0087 Design Sheet ' SKIIIJNG WARD MAGNUSSON BARICSHIRE . Consulting Structural and CMI En Orators PROJECT 12 p,iPT • • U LOCATION Se lir CLIENT 00089 Design Sheet a c_ML LA-6 DATE •■•■••••••••••■rel. BY NM • MI EMIIM M MMINIMEMMUMEM MEMMIMMIIMMINI MOM NIOMMIMMIN MEM MEMMI ME TM 111 .EN) 1111111 IIMMIMMEN MI6 INIMMEMMEMMEM MMEMMUMMENIMM MINIMMINIMMOMMIN MMEMEMMIONMEMM MMEMOMEMMINIMM 1111111111111 MIMI MOMMINOM MMIIM MEM MOM EMMINIMMEM MIII MMEMMEMME 1111 MMINIMMOIMMOM M INIMMEMINWOMM =MT MEM= MEMM II MUM MIMI MIIMMOIMM MEMME MESON MEMEEMMMEM MIME M MEMMI MEMENV IMMOM II NM...MENEM= M MMEMEMEMMMEMME MMEMMEMMMEMON MOIMMEMEMMEMMI SHEET PROJECT 1300414 Pr lar OS SHEET LOCATION s - 4 . CLIENT qg DATE . 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A sei ma II N -fb • _F-1 1 4. 1 __trope? .t' ll y.19. • 0 [ It _,...,.. 71 1 c:Ft) u 14 11 ri, I to ti I II . MIN BENI ma 1111 1 g ert on . I .-1 1 IIIII MI 16.• ... ma ill ' P E ��I . , 30 EMI ts .5uty. re6/7 . AZ NMI 1111111111111111 -6 i 6? :1_558S:1s r al MI NMI • i i 7(.5 III .4)(<4 ME II IIIIIIIIIIIIIWI 1111111111111 IIIIINIIIIIMIIIIIIIIIII 0 SMILING WARD MAGNUSSON BARKSHIRE INC,. Consulang Structural and Chi' Engineers 00095 Design Sheet PROJECT 14 514 PRPT 0 Ct SHEET LOCATION scOrirri CLIENT C.ql 9/81 BY ft-. Ell 44 34" powirato - Thnep-tidt., • lo xiAs, 44 IP; IN . • - () T V ye p • 2 .1. W ibsif • 1:1 ItIT1 - S 2 3.37T LT is y Z 7fr• I III -IA* r_of I it Ill b Ti P 9 I , S r: 1-1A I- t 111 -513 _I-f- --P r 3 gra •NEM _ 9 • II II II i _ 1-r 3 1 I d $KRIING WARD MAGNUSSON BARICSHIRE INC. consulting Stnictural and CM Engineers 0 00096 Design Sheet PROJECT $VAS F_ /'��T� LR� SHEET LOCATION it . CLIENT 64. 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Consuitlng Structural and CM Engineers 00098 Design Sheet 0 2 a) crz 3 PROJECT J t 1 P SHEET AS I �31aa tt JN3f3 3111.'6S wouVOO1 ■IRN Ruh i^ I C , w ril 1 \ / 1 JF N� r r i t 1 i I ■ ■.� Ai _ • MME i 1....l ik a l1111111111111 ME J 01,...111 ram% ovum 0 2 a) crz 3 PROJECT cf LOCATION SKIING WARD MAGNUSSON BARKS-BE INC Consulting Structural and CM Engineers ce1co Design Sheet II I 111111 ME2 M EMMEMME 1 1111111111 7 num' mom C lop me mom • inigin11% MAW INIHP i -c 11. X 11 NMI EMMEMM 11 11111A • 11 IV MEM= V MENIMME .112 mil mu m MO =MON II FM MOM 111 MEM MEM II Man 11111111111 1 lad 11111 II NM MOW= IIMMIIMMEMM MINIMMEMMIM M MEM MI" Ir .as CLIENT DATE BY SHEET 11111 " NM MINIMEMEMMEM IMMINIMMEMM MMOMMIMMUMMI MMINIMMMEINIMM INIMMIIMMITION ME MOM MIIM MUM MOMMIIM MIMMNIMMA MMINIMMERNM IMMINIMMOMM II MEMMEMINIM MMIIMMTMOMIMIN EMMERM MIME MI nom= mom mil el ammimmusimma mummammummas mommammumar mammimmummomm CCSC :CC =::CC mumummimm mama ■■ ■ MMEMMINOMMUMMI I MMMINIMEMMIAMME MMEMMUMMEMMIN IIMMOMMMEMMEM ■■ ■■ ■ ■■■ ■ mummmummum ■■■■ ■ammo■■ ■■■■mama ■o ■■ ■■■ ■■o ■ mummammammal ■■ ■o a ■■■ ■ ■m mmommummomm ■■ ■o ■■ ■mama mummimmimm. ■o a■ am ma■ ■ ■ ■ ■Mama■ MEM= ■■a■■ MIME MAIMMOINI a■m ■ MEMO ■■■ ■■■a MMMEMEMEMEIMMII ■ ® ■ ■mama■ ■ ■a■ a■a■a■ MN aa■ MEMM■ Boo "JGI CLIENT F �.V E PROJECT LOCATION 5sAr Consulting Structural and CM Engineers �h RATE Qolol Design Sheet SHEET By PROJECT pri P7 — LAS SHEET LOCATION 5 56r CLIENT (-44. 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Consutting Strucbiral and CM Engineers Design Sheet PROJECT B 00 , 4/1 peter t ,3 SHEET _ LOCATION , 5 5 , Ar CLIENT LI DATE 2-1'31/ BY 1 . r r _err fr . ritimiph 4 y'v. __ . , ) IZ Li Zj94 ► I 2. its IIII 1...JuJ ■ y II tit -39 rrr +10-83 ■r ■ F "QLi.1 2s o , r ` 2 ° 70 _0 1 k _ kyle `p' 1 L • y ,` y 6 [ Z Rea 1 ! 177 -_i I-537)(13,3' G131.0 ru l osi i s - 1159 = IN : S ag I ._ __i r 17 1 6• Z _ /lei f S 4•1) r '1!....1 17 7 r: is 1 • ; Vj �/ _ 4- o►L 1 Her L iil "1 41_4 1I l_ 7i _ 3I_ _ _oIL ✓ 17 2. i3.$)( __ _ - I USE r► wi ._..1 Z10 t -.. 1SiL , 771 is I 3- .11r. �,; 1 ■ 1 Z1 f t.►, ai -} ; os 1 I s ds. ■ 3ier io u 78.41. c! na. -51 $__ IN ,. cf- .� 1 _ .__..__. . . . __ .0$z (ta8t3) 1 -- t -._.__ ;n. 5•17 r ■ 24 Dre'i r7.7 ■ r� r - ' a SKIM WARD MAGNUSSON BARKSH1RE INC. Consulting Structural and CM Engineers 00105 Design Sheet C) SMILING WARD MAGNUSSON BARKSHIRE INC. LOCATION a Consulting Structural and Civil Engineers PROJECT B ey4 Li pr►fyT to CLIENT DATE 2,-0 BY (L 00106 Design Sheet EN MR MI vs V r 03 MI 111 NM MI II MINIMMEMOIRM II MMIIMMEMOMM MMENIMMEMOMI7 EMM MEMMINIM 0 1111 arriPhl MN MOIR Mil 4 Mall Mis MUM l iLa 1 il ■ MAI A C. C MINIMMEMMEMMOIM MEMMINIMMIMMIIMM MINIMMEMOMMEMEN EMEEMIIMMMENOMM MIMEO Mismell SHEET E 0 SELLING WARD MAGNUSSON BARsr1RE INC. • • ■ ■ f � E�c um= alp 4 ■ ■■ ■■■ MEM ■■■ 5 ,. CLIENT to DATE 2 —)3-7 SIM PROJECT LOCATION Consulting Stnrcturei and Civil Engineers SHEET (JC1C7 Design Sheet S!KILUNG WARD MAGNUSSON BARKSHIRE INC, Consulting Structural and CMI EngIneers PROJECT (1 Ow* 03. LOCATION sj _ '7 Y L. 8 CLIENT 111 FM NM !pi 1111 MIL ■ III 1111111111111111111111 I 111 DATE /1.4 u • • • • OQ1C8 Design Sheet SHEET BY b WARD MAGNUSSON BARKSHIRE INS Consulting Structural and CM Engineers PROJECT 1467,4 ti Pm pT LOCATION Sr S4 Li 6 CLIENT FT LATE 001c9 Design Sheet SHEET B'S a% PROJECT Z,00,41. p Lk ' SHEET LOCATION cA,Thr CLIENT (44 DATE Z--I I -1 BY g ' V IWO s ass MEM Y'': ' ' iii IR II II I I 11 II MIMI . IR 1 555 im 0 1 III as I suas muss as sam r .1 1 ass 111 10 __ • c - ri . - rb I I i __Na I ii • .441 as as - saaa 2,) f L - L...c4 F r. t /, Becif.x.* fi =Apts. __....... _Hz 64i- ' I 6 .__Fr, V 14, 5 ti 33 ' as sass ' It_...2d2.1 12 _ ____3 II Lis s . ... • 3 14 w I ..4 . I . , • --- "r" r 1 2 _21,...,• LI s 0. _1 I. Li 1.91)6$ ) ), III 4_ .18)o ' tI l, LI j 8cOo ;NZ 6 I 111 1 , OM= II II '...;,:.!:.,, .i,.:7:.:', siii . .1111 111.:';Efoi 1111 , I 111111113- • • 111 111 ►I A 1 1 21 la 111111111 . II . EM I : 111 a. 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Consulting Structural and Civil Engineers 0 cello Design Sheet SKILLING WARD MAGNUSSON BARMIER ING Consutting Sfructund and CM Engksars PROJECT LOCATION • 4 5S6, CLIENT 00111 Design Sheet NM= L 1111 • • • 111111111 SHEET DATE 2-1 i•-9 By WARD MAGNUSSON BARKSMRE ING Consulting Structural and Civil Engineers III 1. 1.11 111 16 .1 MI Ism • t • ■ lor • Ma ill A MMIMMEMME MONMMEMME 111 MEM Nan LIM mumill IMMO II X1 S ri 414 ININIMMMEN MO MEMMIIIMME aa e■ MOM MR II ■■ ■a __■ ■a■a as __■ MMOMMIIIMM ■■■ MIIMM ■ ass ■■ ■■a PCA AT • ■a■ ■r■ UM ■■a■ __aa ■ MOM ■ a ■ a a a IllimarmIll MIMMIIM MEMMEM EM aaa ■ a■■aa■■ ■ aa ■a OM ■ a ■■a II a ■■■ II a a■■ ■■ aaa■■ a■ ■ ■ a■ NM ■■ ■ ■ MUM = II ■■ ■■■ ® ■ M= MMINIMM MEM II pi ■a ■ a ■ __■ ®■■ ■ ■ _I■■ aaa a■■ EM a a ■aa■a■M ■ PROJECT I30 Fl (.1 ti PM p T LOCATION S CLIENT DATE 00112 Design Sheet SHEET ' BY 1 PROJECT E ,4 Pin n r GArS SHEET LOCATIO l Cl� CLIENT W DATE 1 -Z1• tt BY t331 I i } ■■■ ■ ■ ■■ G- <7n',4 coo Ty ! 4 P1 ____. s `!! -2 4wJ. 3Sy;it wenn' t flak. ■ ■■ ■ ■ ■■ � ! 1 �t .�,�;= ��I.ZS l wI2� ■ i ■ . ■■ ■ ■1■ t UNt ,, R f8 s I(16e0 ) I 1 A' ► " 7, i e 37. - 21 1.04,0 _ _ . !3, ■ .pA.E ■ tivratikt so is 1 Fit 1 aisk, 1 eL �r� t • Z __ ■ ■■■■■ ■ ■■ ■ ■■ ■ ■■ • S IWNG WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers 00113 Design Sheet SIUIIING WARD MAGNUSSON BARKSIIIRE Ji Consulting Structural and CM Engineers 00114 Design Sheet PROJECT LOCATION upail t)rrrr CLIENT (A • • . DATE SHEET BY ‘, • SMILING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers C PROJECT Prt Or k...4t LOCATION CLIENT to Detb i I i i i 1 I • I I t , , 1 t . • 1 t : • t • t 3 .i. 1- • .; p= c ci, C = 1.1. s P.se 1)=. ( (64 psF) .2 I • LF ! I ASSonE" ta's iela TOP - Rio kn 2 .ro st. 0, e kOeilut4 = 2.1.3fLF (140 r/O 1 • 61.•••■•• I 1 1 1 1 iI I • • I ; 1. !, ; • 1 ' vlo. ' , ' . ; '' i • ; 4 t t 1 1 • , . 1 t ' ; • ; 1 --I-- , `1('•!......,.. 1 . i ; 1 . • t , , — i • I — , ; , . 1 • 1 ; DATE 12.7. t‘ • t, ,t , 00115 Design Sheet SHEET BY EZ*1 I ! I i , I ! t ' ■ , ; 1 t ! t . .. Siftutzul ' 1 I (14 M1 tP1 SI 36) '12,' !I) Frn- 4" , , 1 " Lt ;;, _di IV4ItJ H. , 19, TJ.1 1>et ..12 o r-fo .SS6 (-0 190/1.1 ear ILLT i• • 1 : • eyiaocr !pp-usocr v n4 PM )/e i" .-1-- 1,4 I Looto • !! 1"" 1 . 1 7 I 1 i • PROJECT j 0, •pMvr SHEET LOCATION CLIENT 4 )/44 DATE .2 7 -9J BY 6 I I Wilk!...(coar) _ I n it : i ■ 1_ , .o 68o Ib% H Pvi .. 4 ■ S+ 77.1r y1 680( a_1141: 1 1,7Sti p 11107 7.Ig biC SI r ms ■ ) 1 -1zp 1 -9 MI I— Cr) 11273" diC 7 ( 1 rWit IN r s4 L rt) 1 4 16 4- 44 1 l nma, 4 x f 'Jti1S'i'S ____s SHINING WARD MAGNUSSON BARKSHIRE INC Consulting Structural and CM Engineers 00116 Design Sheet SKIIJJNG WARD MAGNUSSON BARKSHIRE INC Consorting Structural and CM Engineers PROJECT 5.5eNt1 Pmor LOCATION VA- CLIENT III 11i11 1111 lok. ___ 'lb i• 1111111111,111 Immis. 111111 1111114 • I 111111111111110111 MMEMMIMM MEM 1111111111111111 IMMEM IN M 1111 MMEMEM II . 111111111111111111111.111111 MMEMMEMOIMIMMI am 111111111MMIIM 111111111111MMOIR MEM 111111111MMINIMMIMM • 1 111111111 =WM EMI MINIMMEME NM M MINIMMIIMMININ MIMMOMMEMMEM NIMMEMMINIMMOMM M MINIMMEMMEMM IMMINIMMMI MMINIM MMIMMINIM MEMMIN MR MEIN EMS M 11111111 MINIMMEM • MUM MOM= II 1111 1 11 1111 1.11111111 71 .1111111111 11111111111111111111111111111111111111 111111111111111111111111111111 1 11111111111111 111 111111 1111. 111 11111111111111111111111111111111J1 111111111M 1111111111111 • 11111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111 '''- 11111111111111111111 11111111111r MEMO MOM 1111111111111 11111111111111110111111111111111111 1111111111111111111111117 111111111111111111111111111. III 11111111111111111111 NI DATE 00117 Design Sheet By6 Ai SHEET PROJECT (1 fi ,p SHEET LOCATION sci setwz CLIENT w DATE 1 / 2 BY ,..,.. .. ' ... .1:9. 7V VIVO (4 A ,, . j e. i l! 24, s II kopoNti__ P, NI: PflE•uar __ C 11 tt MALE i t391 O I) l ar il 4 c - .. • TioF &_ op - : 4 ssrvt, • I "j )' i • 9 metr" i 141 R ei" sivo e_,ZY" 1 1 •• ) -1. 0 .1_4_____No, i i) tAJCit4 1 1 1 Pe tt ILI I I 1 r6pi II MY Oft . A 04 ).-14 lerr "" / ...fr1 16 1 6 VIM- tilio 1 1 MA-1 E 14. a " 1 1.GT tory eh 0 ti ii ...., li . .... Elms 1. il a l num w.:. i • 0 &CLUNG WARD MAGNUSSON BARKSHME INC. Consulting Structural and Civil Engineers Design Sheet O SIGHING WARD MAGNUSSON BARKSHIRE INC. Consulting Structural and Civil Engineers 00119 Design Sheet mom mamimmim min mom minommomm mom immummomm =i �i ■ � =mom mum Immo • • • • min mmummis ".. MOMMMINI II I IIMMEMM II IMMINIMM MEMMEMMII MEMMINIMM C M IMI" MEMEMINIMM ME MMINIMMOIMMEMM MEMMINMOMMIMM MIMI RIM =MOM. ■■ IIIMMUMM II NI =MEM Mk MN= EMMEMIIMM 111 MU= RIM NMI ENO MN 111 MIN MN • 1111■ mom 1111■ ■11 11 1111 1111■ ■ ■ 1111 ■ 1111 1111 ■ ■ ■r ■ r■ ■ ■II� ■■■■ li■1 1111111111.11111111 ■ ■ ■■1111 ■ ■ ■■ ■■ ■ ■ ■■■■■■■■ ■ .,. <<s 1111■■ 1111■■ ` C rt4 `Mg �' ■■ mm maim ammumaimumm immimmummil ■■■1111■■ ■■ as mum ■■ PROJECT LOCATION 1 ESg)(, PIIOT LAS CLIENT DATE SHEET BY m LSU Ht HD5A CONNECTORS FOR WOOD CONSTRUCTION PRODUCT & INSTRUCTION MANUAL THERE IS NO EQUAL SIMPSON STRONG -TIP COMPANY, INC. CATALOG C -90H -1 LUP26 0012o 06060 /SIM BuyUne 5162 AC4 O Copyright 1990 SIMPSON STRONG•TIE COMPANY, INC. Effective data Jimmy 1. 1990 MOOED NO. MATERIAL LENGTH FASTENERS MAXIMUM ALLOWABLE LOADS STRAP PLATE ANCHOR BOLT NAILS BOLTS NAILS PURUN LTT19 16 ga. 3 ga. 191/2 a/4 8 SINKERS — 1250 — — LTT20 12 ga. 3 ga. 20 1/2 10-16d — 1750 — — LTT20B 12 ga. 3 Qa. 20 3/4 10-16d 2 -1/2 1750 1750 1560 MTT288 12 ga. 7 ca. 27 $/ 24-16d 4.1/2 4320 3615 2940 ( S cz LOAD TRAHSER PLATE -wash NOT REQUIRED 12 SIMPSON $trongfie CONNECTORS LTT19 L WAD PLATE -w� NOT REQUIRED �pp RATE NOT REQUIRED LTT20B IRTT28B I MTT2BB Installed as a Holdown Patent No. 4,744,152 S MPSDIh TR COMPANY, IMC. LTTIMTT MS ► " Code values for bolt allowable loads have only 25%, rather than the previous amount This changed for certain products used as holdowns: change produces a reduction in the allowable allowable increases for bolts used with hokfowns load value when this product is used as a holdown. loaded parallel -to grain may be increased This reduction is shown in the table. LTT20 Typical LTT19 Installed 1.16d: 16d common rake with a minimum penetration of 1V41 16d sinkers or 10d common nails may be substituted for the sg z 3 rY � V. of the listed values. 16d sinkers are Installed Ideal for retrofit or new construction pro)ects, the ITT and MTT Tension Ties provide high strength, post-pour, concrete -to -wood connection. The LTT19 is designed for 2x Joists or puffins. The L1120 Light Tension Tie is for nail -on applications. The LTT20B Light Tension Tie Is for nail or bolt-on applications. The three -Inch nail spacing makes the LTT20 and LTT2OB suitable for use on wood I -beams If 10d nails are substituted for the specified 16d's. The MTT28B Medium Tension Tie is used when a heavier connector than the ITT is needed. MATERIAL: See table FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Use the specified number and type of nails to attach the strap portion to the bottom or side of a purlin or beam (mini- mum Ax member, except LTT19). The base is bolted to the wall or foundation with a suitable anchor; the required bolt diameter is specified In the table. CODE NUMBER: NER pending at time of catalog publication. RP6 PIAVE ical M B MATERIAL: 'K' steel FINISH: Simpson gray paint INSTALLATION: • Install using a V; rod. OPTIONS AVAILABLE: • Hot-dipped galvanized; specify HDG. 00121 Typical L'TT2O Installed 2. Anchor bolt type, length and embedment to be specified by the designer. 3. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed. 4. Bolt values are based on a minimum lumber t ldmess of 1W • • `�i.. This heavy steel plate fits on the outside of masonry buildings. It helps tie the walls to the roof or floor structure by using a */; diameter bolt. Lop SIMPSON SStrongTie' CONNECTORS e 13210 Sta{PS0NST 6 -TlE COMRWY, SIC. STANDARD IV JOIST HANGERS MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS AVAILABLE: • Sloped and /or skewed models, see SLOPED AND /OR SKEWED U AND HU HANGERS. • See also LUS and HUS series. CODE NUMBERS: ICBO No. 1258, except for 23c's with 16d nails into header. Dade County, Florida No. 89. 0131.3. . 00122 1. The allowable bads under the "10d* column heading are the 3. Roof loads are 125% of floor loads unless limited by other bads allowed when 10d common nails are used instead of the criteria. Floor loads may be adjusted fur durations o loading 16d header nails. according to the code provided they do not exceed those 2. Uplift loads have been Increased by 33% for wind or earthquake listed in the roof column. loading with no further increase al (owed Reduce allowable uplift by 33% for normal loading criteria such as in cantilever construction. U r�� JOISP ■ r NANGFRS • Use HUTF hangers for larger loads. • Use B or W hangers for nailer or welded applications. MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. CODE NUMBER: ICBO pending at time of catalog publication. Dade County, Florida No. 89-0131.3. 1. Down loads may not be Increased for 2. Uplift loads have been increased by 33% for wind or earthquake shaken duration of bad. loading normal loading criteri w as In cantilever construction. allowable by 33% tor S I 11 STAINLESS sseEr. WO JOIST HANGERS • Stainless steel U hangers are available, in 16 gauge type 304, on special order — consult factory. JOIST SIZE DIMENSIONS FASTENERS Ave OLT ALLOWABLE lAAD8 UPLIFT FLOOR (100) ROOF (125) W H la A HEADER JOIST 10d 16d 10d led U24 1128 U210 2x4 1 e/ie 3 Vs 1 7 /e 4-16d 2.10dx1 _ 011 200 575 865 2 10-18d 540 670 2x6,8 2x10,12,14 13/1e 1 she 43/4 7 2 2 1 11/4 6-16d 10-16d 4.10dx1 8- 10dx1 815 1355 1005 1675 U214 2x14,16 1 e/ie 10 2 11/4 12 -18d 6- 10dx1 7200 1150 1300 1610 1630 2010 U24R ROUGH 2x4 N1c+ 3e/e 5� 9 NIN�N 11/4 11/4 1 4-t ad 8-16d 14-16d 21 Odx1 lh 4- 10d4 1 , 4 2 6.10dx1 Oi 200 470 535 590 670 U26R ROUGH 2x8,8 575 945 1070 1180 1345 U210R ROUGH 2x10,12,14 866 1650 1875 2065 2350 1134 3x4 2 /ie 3 2 1 4-16d 2.10dx1 2600 200 470 535 590 670 1136 3x6,8 2 51/2 2 1 8-16d 4- 10dx1 5000 575 945 1070 1180 1345 11310 3x10,12 2 87/e 2 1 14-16d 6- 10dx1 9800 865 1650 1875 2065 2350 11314 3x14,16 2 101/2 2 1 16-16d 6.10dx11/2 11000 865 1890 2145 2360 2690 1124.2 (2) 2x4 3 3 2 1 4-16d 2 -150 2600 200 470 535 590 670 026-2 (2) 2x6,8 31/2 5 2 1 8-16d 4-1050 5000 830 945 1070 1180 1345 11210 -2 (2) 2x10,12,14 31/2 8 2 1 1 /4 14-16d 6-10d 9800 940 1650 1875 2065 2350 U44 4x4 3 3 /ie 2 2 1 4-16d 2.150 2600 200 470 535 590 670 U46 4x8,8 3 4 2 1 1 4 8-16d 4-10d 5000 630 945 1070 1180 1345 11410 4x10,12 3 8 2 1 14-16d 6-10d 9800 940 1850 1875 2085 2350 2690 U414 4x14,16 3e/1e 10 2 1 16-16d 8-10d 11000 940 1890 2145 2380 U44R ROUGH 4x4 4 25/e 2 1 4-11d 2.150 2800 380 470 535 590 670 U46R ROUGH 4x6,8 4 4 2 1 8-16d 4-16d 5000 720 945 1070 1180 1345 U41OR ROUGH 4x101214 4 8 2 1 14-18d 6.18d 9800 1080 1650 1875 2065 2350 U26-3 (3) 2x8,8 - 4 5 /e 41/4 2 1 8-16d 2.150 6000 200 945 1070 1180 1345 11210 -3 (3) 2x10,12,14 4e/e 73/4 2 11/4 14-18d 6-10d 9800 940 1650 1875 2065 2350 U66 U610 6x6,8 5 6 2 1 8-16d 4-10d 5000 630 945 1070 1180 1345 6x10 5 8 2 1 14-18d 8-10d 0800 940 1850 1875 2065 2350 U66R ROUGH 6x6,8 6 5 2 1 8-16d 4-113d 5000 720 945 1070 1180 1345 U81 8x10,12,14 6 8 2 1 14-18d 6-16d 9800 1080 1650 1875 2065 2350 Lop SIMPSON SStrongTie' CONNECTORS e 13210 Sta{PS0NST 6 -TlE COMRWY, SIC. STANDARD IV JOIST HANGERS MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS AVAILABLE: • Sloped and /or skewed models, see SLOPED AND /OR SKEWED U AND HU HANGERS. • See also LUS and HUS series. CODE NUMBERS: ICBO No. 1258, except for 23c's with 16d nails into header. Dade County, Florida No. 89. 0131.3. . 00122 1. The allowable bads under the "10d* column heading are the 3. Roof loads are 125% of floor loads unless limited by other bads allowed when 10d common nails are used instead of the criteria. Floor loads may be adjusted fur durations o loading 16d header nails. according to the code provided they do not exceed those 2. Uplift loads have been Increased by 33% for wind or earthquake listed in the roof column. loading with no further increase al (owed Reduce allowable uplift by 33% for normal loading criteria such as in cantilever construction. U r�� JOISP ■ r NANGFRS • Use HUTF hangers for larger loads. • Use B or W hangers for nailer or welded applications. MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. CODE NUMBER: ICBO pending at time of catalog publication. Dade County, Florida No. 89-0131.3. 1. Down loads may not be Increased for 2. Uplift loads have been increased by 33% for wind or earthquake shaken duration of bad. loading normal loading criteri w as In cantilever construction. allowable by 33% tor S I 11 STAINLESS sseEr. WO JOIST HANGERS • Stainless steel U hangers are available, in 16 gauge type 304, on special order — consult factory. DIMENSIONS FASTENERS Ave OLT ALLOWABLE LOADS W H B HEADER JOIST UPLIFT2 FL OOR 100 ROOF 1 U24TF 2x4 1 As 3 As 2 8-16d 2.10dx1 3933 200 1300 1300 U26TF 2x6 1 /re 5 2 10-18d 4- 10dx11/2 6933 575 2235 2235 Lop SIMPSON SStrongTie' CONNECTORS e 13210 Sta{PS0NST 6 -TlE COMRWY, SIC. STANDARD IV JOIST HANGERS MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS AVAILABLE: • Sloped and /or skewed models, see SLOPED AND /OR SKEWED U AND HU HANGERS. • See also LUS and HUS series. CODE NUMBERS: ICBO No. 1258, except for 23c's with 16d nails into header. Dade County, Florida No. 89. 0131.3. . 00122 1. The allowable bads under the "10d* column heading are the 3. Roof loads are 125% of floor loads unless limited by other bads allowed when 10d common nails are used instead of the criteria. Floor loads may be adjusted fur durations o loading 16d header nails. according to the code provided they do not exceed those 2. Uplift loads have been Increased by 33% for wind or earthquake listed in the roof column. loading with no further increase al (owed Reduce allowable uplift by 33% for normal loading criteria such as in cantilever construction. U r�� JOISP ■ r NANGFRS • Use HUTF hangers for larger loads. • Use B or W hangers for nailer or welded applications. MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. CODE NUMBER: ICBO pending at time of catalog publication. Dade County, Florida No. 89-0131.3. 1. Down loads may not be Increased for 2. Uplift loads have been increased by 33% for wind or earthquake shaken duration of bad. loading normal loading criteri w as In cantilever construction. allowable by 33% tor S I 11 STAINLESS sseEr. WO JOIST HANGERS • Stainless steel U hangers are available, in 16 gauge type 304, on special order — consult factory. 1g JOIST OR DIMENSIONS FASTENERS1 AVG ULT ALLOWABLE LOADS W © B TF HEADER JOIST UPtJFT FLOOR ROOF 838 3x8 2 7 2 2 4-led 2.10dx12 7400 290 2415 2415 6310 3x10 2e/l3 91/2 2 21/2 4-16d 2 -10dx1 1 /2 7400 290 2415 2415 2415 6312 3x12 2 11 21/2 2 4 -16d 2.10dx1 / 7400 • 290 2415 6314 3x14 2 13 3 2 4-16d 2.10dx11/2 7400 290 2415 2415 6316 3x16 2e/ne .15 3 2 4-16d 2•tddxtlh 7400 290 2415 2415 648 4x8 3a/te 7 2 2 4.184 2 -10d 7400 315 2415 2415 • 8410 4x10 3 9 2 2 4-18d 6-16d 2.10d 2.10d 7400 9667 315 315 2415 3155 2415 3155 6412 4x12 3 11 21/2 2 HB412 4x12 3e/ie 11 3 2 10 -N20A 4-N20A 12350 925 4330 4330 4185 HH8412 4x12 3 11 3 2 4-N54A 2-N54A 12900 670 4185 6414 4x14 3 13 2 2 6-16d 2.10d 9667 315 3155 3155 118414 4x14 3 9 /1e 13 3 2 10 -N20A 4-N20A 12350 925 4330 4330 HHB414 4x14 39/te 13 3 2 6-N54A 4 -N54A 15000 • 1345 6135 5135 8418 4x16 3 15 2 2 6.16d 2.10d 9667 315 3080 3080 HB416 4x16 3 /ie 15 3 21/2 10 -N20A 4-N20A 12350 925 4330 4330 HHB416 4x18 3 15 3 2 6-N54A 4-N54A 15000 1345 5135 5135 HHB68 6x8 5 7 2 2 4-N54A 2-N54A 12900 670 4185 4185 B610 6x10 5 9 21/2 2 10-16d 2 -10d 14375 315 4000 4000 HH8610 6*10 5 9 2 2 4-N54A 2 -N54A 12900 670 4185 4185 8612 6x12 5 11 21/2 2 10-16d 2.10d 14375 315 4000 4000 HH8612 6x12 5 11 3 2 10 -N54A 6-N54A 19100 2016 6235 6235 6614 6x14 5 13 21/2 21/2 10-18d 2.10d 14375 19100 316 4000 r 4000 HHB614 6x14 6 13 3 2 10-N54A 6-N54A 2015 6235 6235 6618 6x16 5 15 2 2 10-18d 2.10d 14375 315 4000 4000 HHB616 8x18 5 16 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 HHB8I2 6x12 7 11 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 HHB8I4 8x14 7 13 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 HHB816 6*16 7 15 3 2 10 -N54A 6-N54A 19100 2015 6235 6235 OLULAM SIZES 1*183 3 LAM. 31/2 9 MIN. 3 2 10 -N54A 8-N54A 19100 2016 5735 6235 083 31/2 LAM. 3 10 MIN. 3 2 14 -N54A 6-N54A 28800 2015 6435 8045 HHB5 5 LAM. 5 9 MIN. 3 2 104154A 8-N54A 19100 2015 6235 8235 085 51 LAM. 6 12 MIN. 3 2 144454A 6-N54A 26800 2015 8350 8350 HGB5 5 LAM. 5 16 MIN. 4 21/2 14 -1454A 6-N54A 30300 2016 9800 9600 HHB7 63/4 LAM. 872 10 MIN. 3 21/2 10 -N54A 6-N54A 19100 2015 6235 6235 GB7 63/4 LAM. 872 12 MIN. 3 2 14 -N54A 6-N54A 26800 2015 8350 8350 HGB7 _6 LAM. 61/2 . 15 MIN. 4 2 14 -N54A 6 -N54A 30300 2015 9800 9800 28 SIMPSON StrongTie • CONNECTORS B, HB, HHB, GB and HOB acceptable for weld-on applkationa HHB • Si die N B/HB / � IllEl1HB VB`HGB P il�NNANGERS This design configuration has the material section where It counts, resulting in maximum load MATERIAL: FINISH: INSTALLATION: OPTIONS AVAILABLE: CODE NUMBER: 1. N2OA and 654A fasteners are Included with hanger. 2. HIS, 68 and HGB allowable load values do not apply when installed over 2x or 3x nailer*. To maintain allowable down loads for this appigton specify saddle-tyre women. 3. Loads may not be inatuM for shortderm duration of toed. B & HB -12 gauge steel HUB, GB & HGB- -7 gauge steel B & HB— Galvanized HUB, GB, HGB, all saddle hangers & all weided sloped hangers — Simpson gray paint • Use all specified fasteners. See General Notes. • For the 3x and 4x B, HB and HUB series hangers listed in the table below, N20AN fasteners may be substituted for the 113d nails into the header. • Hot- dipped galvanized; specify HDG. • For 2x widths, see PF, JB, and LB models. • Other widths are available; specify "W" dimension (the minimum "W' dimension Is 13/41. Other heights are available, specify "H" dimension. • Saddle hangers are made to order; add "D" to model number (for example, HHBD412), and specify "S" dimension. They may be used for most conditions except at end wall locations and are preferred for nailer applications. • This series may be used for weld -on applications. The minimum required weld to the top flanges is x 2" fillet weld to top flange for tab for 12 gauge steel. The weld and stt be distri equally on both top flanges. 7 gauge Welding, of course, deletes the top and face nailing requirements. • Any basic model can be provided in any slope up to maximum of ± HANGERS see B SLOPED GERS for full idea ICBO pend'ng at time of catalog publication (see General Notes). • • 00123 4. UplIft loads have been Increased by 33% fo wind or earthquake loading with no further increases allowed. Reduce allowable uplift by normal loading criteria such as in randilsysr 5. Uplift allowable loads do not apply to weld -on applications. S Copyright 19*0 SIMPSON STRONG -TIE COMPANY, PlC. • MODEL NO. ,,.. , DIMENSIONS BOLTS ? ALLOWABLE LOADS" G ALE W MIN H L CARRYING MEMBER CARRIED MEMBER WITHOUT TOP FLANGE NO TRIANGLE THEORY THEORY FLOOR (100) ROOF (125) FLOOR (100) ROOF (125) FLOOR (100) ROOF (125) 10370 LEGS 3 9 12 4-3/4 2 - 51000 3760 4700 , 9470 11840 8295 LEGS 5 9 12 4 2 -3/4 51000 3760 4700 14070 16290 8295 10370 MEG5 5 9 12 6- 2 - 81540 5380 8700 15330 19160 9555 11940 EG5 5 11 11 6.1 2 -1 82830 8950 11185 16280 20350 15170 18960 LEG7 6 9 12 4-3/4 2. 51000 3760 8700 14070 18290 8295 10370 MEG7 5 9 12 6- 2.34 61540 5380 6700 15330 19160 9555 11940 EG7 6 11 13 8.1 2 -1 82830 8950 11185 21170 25830 16010 20010 EG9 8 11 15 8.1 2-1 82830 8950 11185 23580 25830 16980 21225 MODEL HO. DIMENSIONS FASTENERS AV3 ULT ALLOWABLE LOADS W MIN H L CARRYING MEMBER CARRIED MEMBER FLOOR (100) ROOF' (125) GLT3 3 10 10 10 -N54A 6-N54A 21400 7000 7000 HGLT3 3 10 18 18 -N54A 6-N54A 39080 8760 10950 GLT5 5 9 10. 10 -N54A 6-N54A 21400 7000 7000 HGLT5 5 9 12 18 -N54A 6-N54A 39080 10200 12750 GLT6 5e//e 9 12 10 -N54A 6-N54A 21400 7000 7000 GL i b 8 12 10 -N54A 6-N54A 21400 7000 • 7000 HGLT7 87/e 8 12 18 -N54A 6-N54A 39080 10200 12750 GLT8 7 8 12 10 -N54A 8-N54A 21400 7000 7000 HGLT9 8 7 14 -• 18 -N54A 6-N54A 39080 '10200 •12750 rat GLTIHGI't riANG Accommodates typical structural requirements for timbers and Glutton beams. Top flange b eams. allows for installation on 3x ledger (2W net). Flared stirrups allow for easy installation of the MATERIAL: FINISH: INSTALLATION: OPTIONS AVAILABLE: CODE NUMBER: Top flange -3 gauge steel Stirrup -7 gauge steel Simpson gray paint • Use all specified fasteners. See General Notes. • All GLT models used with sawn timbers shall use a 12' 1." dimension. • N54A fasteners are included. • GLT series may be attached to steel headers by Vie" x 2W fillet welds located at each end of the header angle to obtain the tabulated values. HGLT series may be attached to steel headers by w x 2 fillet welds located at each end of the header angle to obtain the lesser of. the tabulated values or 12,000 lbs. maximum. • Hot - dipped galvanized available; specify "HOG ". ICBO No. 1258. 1. Roof loads are 125% of floor loads unless limited by other criteria. Floor loads its load does no xceed durations li In ther0 clumn code provided that LEGIMEGIEG BILEMERS Precision fabrication offers dimensional accuracy, and the funnel flange aids In installation. MATERIAL: Stirrup -7 gauge steel Top flange LEG & MEG -7 gauge steel Top flange EG -3 gauge steel FINISH: Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS AVAILABLE: • Hot- dipped galvanized available; specify "HDG ". • Special models are available without top flanges, see table for load values. CODE NUMBER: ICBO No.1258 when used with Mangle Theory allowable loads, see footnote 3. `r 1. Load values allowed assume a 0 member of not less than 5W with bolts in single shear. 2. Roof bads are 125% of floor loads uness Ilmttad by other criteria. Floor loads may be adjusted for durations of loading according to 3. Triangle ing theory reduces the normal the code pr ovide d that the load does not exceed that listed 385 psi of top flange bearing to 192 pal as the in the root columns. allowed value were limiting- SI 06060 /SIM BuyLine 5162 Strong'rie ' connu CTOns re tr� FASTENERS INCLUDED HGLT FUNNEL FLANGE EASES INSTALLATION e 4 001 OLT LI t STRONe -TIE COMPANY, INC. 41 I STRAP SECTION DIMENSIONS FASTENERS (TOTAL) MAX ALLOWABLE HORIZONTAL LOADS Lt La NAILS BOLTS NAILS BOLTS SA34 7 ga.x2the 34 9 — 4.3/4 — 3800 SA45 7 ga.x2 the 45 191 — 4.3/4 — 3800 SA38 12 0a.a2a/re 36 9 22-16d 4.1 1900 1900 SA47 12 ga.x21he 3 ga.x3 47 32 191 9 22 -16d — 4 2 -3/4 1900 — 1900 2580 HSA32 HSA41 3 ga.x3 41 9 — 4.3/4 — 5150 HSA50 3 ga.x3 50 9 — 6-3/4 — 8400 HSA59 3 ga.x3 59 9 — 8-3/e -- ' 9400 HSA88 3 ga.x3Th 68 9 — 10 -3/4 — 11000 MODEL NO. fin DIMENSIONS FASTENERS L H B NAILS BOLTS 88T 14 ga. Daly. 6 5 11/2 7.16d 3- A 128T 14 ga. gals. 12 8 2 12 -16d 3.i 66L 14 ga. galy. 8 6 11 10-16d 3- 881. 14 ga. gelv. 8 6 2 12 -16d 3•1/2 1212T 14 ga. gale. 12 12 2 12 -16d 3-1/2 12121. 14 ga. Q.V. 12 12 2 14-16d /a 1212HT 7 ga. Md. 12 12 21 — 8•ei11 1212111. 7 ga. ptd. 12 12 21 — 4- 1618111' `! ga. ptd. 16 16 21 — 6 N 1816HL 7 ga. ptd. 18 18 21/2 — 4.0.ti MODEL NO. H (BEAM DEPTH) L FASTENERS (TOTAL) ALLOWABLE TENSION LOADS NORMAL MAXIMUM VB-5 10" • 15" 5' 16 -N54A 1570 A 2050 — VB-7 15" - 22 Vs" 7' 16 -N54A 1570 2050 VB-8 224" • 28 8' 16 -N54A 1570 2050 VB-t0 28Th" - 38" 10' 18•N54A 1570 2050 VB-12 36" - 42" 12' 18 •N54A 1670 2050 vris BRACES VB knee braces provide lateral resistance force at the bottom of beams when installed approximately 45' to the vertical plane of the beam. MATERIAL: 12 gauge steel FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • 18 —N54A fasteners are included with the brace. CODE NUMBER: BOCA, ICBO, SBCCI No. NER -413. S AIHS/lai MATERIAL: FINISH: INSTALLATION: r CODE NUMBERS: STRAP � AND L TIES A high value cross - member seismic tie used as a horizontal tie across intervening members. Allowable loads include a safety factor of 3 proven by node- accepted performance tests. See the table SA36 and SA47- galvanized, all others Simpson gray paint • Use all specified fasteners. See General Notes. • The SAMBA series may not be suitable for use in floor diaphragms due to their protrusion above the beams. BOCA, ICBO, SBCCI No. NER -413. Dade County, Florida No. 89-0131.4. 1. The allowable loads have been Increased for wind or earthquake loading; no further Increase allowed. 2. Bolted values are in single shear and assume a restrained member of 3W minimum thickness. 3. Bolt and nail values may not be combined. Patent No. 4,022,537 1. Loads may not be Increased for of ahoerm duration load. Typical VB Installed 18' MAX. COLUMN CAP :SW PSON StrongTie .CONNECTORS 00125 06060 /SIM Buyunel 5162 SA34 /SA45 STRAP ANCHOR SADDLE HANGER SA Installed with Hanger and Column Caap. SA36/6A47 �d l SA l La - 41 SMF50f1T10�Nfid1E cosi it , mc. 43 MODEL NO. DIMENSIONS FASTENERS W1 W2 L BASE POST BOLTS NAILS BOLTS NAILS A33 3 3 11/2 — 4-10d — 4-10d A44 4 4 1 1, — 4-10d — 4.10d A66 6 6 11/2 2. — 2.3A — A88 8 8 2 3- — 3- — A24 4 2 2 1. — 1.1/2 2.10d A311 11 3e/b 2 1.1/2 — 1 - 2.10d i $' LENGTH FASTENERS ALLOWABLE LOADS FLOOR ROOF TI: Z2 (100) (125) 1.30 3 4-10d 235 240 1.50 6 6-10d 350 440 170 7 8-10d 470 565 L90 , 9 10-10d 580 735 MODEL ' NO. IAATL DIMENSIONS W H B TI: Z2 20 ga. 2 /1e 1 1 1 Z4 12 ga. 11/2 3 2 1 Z6 12 ga. 1 5 2 — 1 1 7‘ 128 28 ga. 2 1 1 13/b 138 28 ga. 2 2 13/b 1 144 _ 12 ga. 2 3 2 1 A ANGLES Z curs 12 clips secure 2 x 4 flat blocking between joists or trusses to support sheathing. Z4 and Z6 clips support fit -in joists when they are skewed. MATERIAL: Z clips—see table; Angles -12 gauge steel FINISH: Galvanized CODE NUMBER: ICBO No. 1258 for Z4 and Z6. MATERIAL: FINISH: INSTALLATION: OPTIONS AVAILABLE: CODE NUMBERS: Typical 22 Installed L REINFORCING AN • ,. 18 gauge steel Galvanized • Use all specified fasteners. See General Notes. • See LS for adjustable model. BOCA, ICBO, SBCCI No. NER -413. Dade County, Florida No. 89. 0131.1. • WOO 1540 SIMPS,ON 8TRONO•TIE COMPANY. INC. • Insta lled (A86 Similar) General utility reinforcing angles with multiple uses The curved metal speed prong reduces labor and overall construction cost. The staggered nailing pattern reduces the potential for splitting and allows installation on both sides of a member. 1. Load values are for condition F Fa. 2. Roof loads are 125% of floor loads unless limited by other criteria. Boor loads may be adjusted for durations of loading according to the coda provided that the load does not exceed column. excceed that listed In the roof 3. Minimum lumber thickness is 2W to achieve the table load values. Reduce table values by 10% for 1W lumber t ldmsu. S IMPSON StrongTiee CONNECTORS 00126 06060 /SIM BuyLine 5162 A44 Installed (A33 Similar) 12 DESCRIPTION FINISH' ALLOWABLE LOADS NAILS PER CWT SHEAR WITHDRAWAL PER INCH PER NAIL N8 (8d) 10 ga.x1 rh" SMOOTH SHANK HOG 97 34 51 14100 N10 (10d) 9 ga.xl lh" SMOOTH SHANK HOG 108 38 57 12300 N16 (16d) 8 ga.x2 SMOOTH SHANK BRIGHT 135 L .1:142 105 6300 N20A (20d) .192 "x1 ANNULAR RING BRIGHT 174 86 6300 N20AN (20d) .192 "x2 ANNULAR RING BRIGHT 174 104 5500 N54A 250 "x2 ANNULAR RING BRIGHT 253 158 2700 SSN1 (16d) .165 "x1 3 /4" ANNULAR RING E 304 135 74 8900 -SI StrongTie • • ,C{INNECTORS N10 N10 N Jorsr HANGER NAILS AND STRUCTURAL FASTENERS Strong-Tie nail specifications Include head size, and configuration to ensure conformity to published values. These nails and structural fasteners have been developed and tested by Simpson Strong -Tie Company as the optimum attachment means for connector products. N10 nails are available In display packages (see Illustration); to order, specify: • N100 —box of 150 nails (display package) • N10D5 —box of 800 nails (display package) • N10DB —fifty N10D's (master carton) • N10D5B-- twelve N10D5's (master carton) 1. Allowable loads are based on the 1988 UGC. 3. N16, N20A, N20AN and N54A fasteners may be 2. Shear Includes 25% Increase for use with steel side plates. ordered patvanhed, specify EG; example: N16EG. SB' The SBV is recommended for the heaviest shelf requirements, counter brackets, window ledge supports, and anywhere the bracket must do a no- compromise job—at a price competitive with brackets having one -tenth or less the support value as tested. The CF Shelf Bracket is increasingly used as a smaller version of the SBV where a moderate size shelf bracket and reinforcing angle is needed. MATERIAL: 16 gauge steel FINISH: Galvanized INSTALLATION: • SBV —Full strength results from proper attachment to a stud or other solid surface with *12 wood screws, W lag screws, or 20d annular shank nails. The bracket is reversible for nominal 10" or 12' shelves of any thickness, • CF —Use the 5" leg for 8' lumber and the r leg for 8' lumber. SAS ssiffir BRACKET . s This unique heavy -duty shelf bracket for open stud use features a shelf support extender between the studs for open -stud garages, shops and storage areas where really heavy load capacity counts. In most cases the shelf storage is limited only by size --not weight MATERIAL: 18 gauge steel FINISH: Galvanized 56 O CopyrlpM 1990 SIMPSON STRONG TIE COMPANY, INC. 00127 • SIMPSQN StrongTie • CONNECTORS Weal MIT Instalbd MIT a Additional Simpson Strong -rie• Catalogs Available Catalog G90H -1 is our full line mood to wood and wood to concrete connector catalog and is compiled in Sweet's. We also have catalogs detailing our additional "No Equal" connectors for use with wood web joists and plated trusses. All of our catalogs are readily available from your Simpson Strong -Tie* distributor, dealer, sales representative or from any of the branches listed below. New for AutoCAD users! Simpson Strong -Tie* has created an electronic version of the 1990 Connectors for Wood Construction catalog. The Electronic Catalog enables IBM PC or compatible AutoCAD users to instantly add schematics of Simpson connectors to AutoCAD drawings. For each connector, the Electronic Catalog provides loads, fastener schedules, and installation notes. It includes an electronic version of our 1990 Installed Cost Guide which allows the user to compare connectors by cost. Contact a Simpson representative for more details and price information. FOR NEAREST STOCKING DISTRIBUTOR: Call SWEETS BUYLINE 800 Number, see Telephone Number on'INSIDE FRONT COVER of SWEETS. Home Office Northern California Office and Factory 1450 Doolittle Drive, P.O. Box 1568 San Leandro, California 94577 Phone (415) 562 -7775 Home Offiw FAX (415) 562 -7948 Northern California FAX (415) 632 -8925 Southern California Office and Factory 1425 Moonstone Street, Brea, California 92621 Phones (213) 694 -5775 • (714) 871 -8373 • FAX (714) 871-0370 Texas Office and Factory 1720 Couch Drive, McKinney, Texas 75069 • G:wne: (214) 542-0326 • FAX (214) 542-5379 -- - - -; Jhlo Office and Fa 2200 Westbeit Drive, Columbus, Ohio 43228 Phone: (814) 876 -8060 • FAX (614) 8760636 60 SINIPSON CONNECTORS FOR USE WITH WOOD WEB PRODUCTS Simpson Strong Tie' Company, Inc. offers the most complete line of connectors available designed especially for use with wood web I -beam joists and purlins. The complete wood web connector product line is detailed in other catalogs. Patent Ne. 4,211,991 HIT Installation on 3x Nailer Mounted on a Steel Beam. 'typical NIT 4x Ledger Installation Typical IU Installed Distributed nationally by leading wholesalers IT O Cop/rlgM 1990 SIMPSON STRONG -TIE COMPANY. INC. Prints/ M U.S.A. 00128 • Earth C onsultants Inc. Geotechnical Engineering and Geology 9 o9Y Attention: Mr. Dave Sabey Gentlemen: May 23, 1985 E -2579 0. W. Properties 201 Elliott Avenue West, Suite 400 Seattle, Washington 98119 We are pleased to submit herewith our report entitled "Geotech- nical Engineering Study, 23 Acre Site, East Marginal Way South, King County, Washington ". This report presents the results of our field exploration, laboratory tests, and engineering analysis. The purpose and scope of our study was outlined in our proposal dated March 12, 1985 and covered by your PO Number 21101. A previous study was conducted on the site by Rittenhouse -Zeman and Associates in December of 1983. Our study indicates that the ground surface is generally underlain by soft compressible silts, clays, and peat soils underlain by loose sands that generally grade to dense with depth. The northern portion of the site contains an intermediate sand layer underlain by compressible silts and clays. Buildings may be supported on pile foundations bearing in sands. Piles supporting Building A are bearing in the intermediate sand layer. This design is based on pile load tests conducted prior to construction. Post - construction settlement on the order of two inches is anticipated due to the compressible soils beneath the bearing layers in Building A. Buildings B, C, and D may be supported by piles or piers bearing in the medium dense to dense sands underlying the compressible soils. Augercast piers .or predrilling may be necessary in Building C to penetrate the intermediate sand layer. The following sections of this report describe our study and contain recommendations regarding foundation design criteria, earthwork considerations, and site drainage. This report has been prepared for specific application to this project in accordance with generally accepted geotechnical engineering practices for the exclusive use of 0. W. Properties and their representatives. No other warranty, expressed or 1805. 136th Place N.E., Suite 101, Bellevue, Washington 98005 Phone' (206) 643. 3780 /Seattle (206) 464-1584 REEEIRE MAY 3 0 19911 MAHAN & DESALVO, INC. D 0. W. Properties E -2579 May 23, 1985 Page 2 implied, is made. We recommend that this report, in its entirety, be included in the project contract documents for the information of the contractor. PROJECT DESCRIPTION At the time our study was performed, the site and proposed building locations were as shown schematically on the Boring and Probe Location Plan, Plate 2. Based on our discussions with you, we understand that it is planned to construct four warehouse type structures with finish floors at Elev. 14.1. It is anticipated that Building A will have design floor loads of three hundred (300) pounds per square foot (psf). Buildings B and C will have design floor loads of one thousand (1000) psf. At the time of our exploration, no floor loads were available for Building D. If any of the above design criteria change, we should be consulted to review the recommendations contained in this report. In any case, it is recommended that Earth Consultants, Inc. provide a general review of the final design. SITE CONDITIONS Surface The proposed building site is located on East Marginal Way just north of South 124th Street in King County, Washington. At the beginning of our exploration the ground surface was generally covered with brush and tall grass. The groundwater table was near the ground surface with shallow standing water present on most of the property. The western central portion of the site contained trees and brush. Surface soils were extremely wet and soft and required track - mounted exploration equipment. At the time of our first visit to the site, the contractor was beginning to place hogfuel fill. Subsurface The site was explored by drilling eight test borings. In addition, fourteen (14) probes were made with a Dutch Cone. Exploration locations are shown on Plate 2. Please refer to the boring logs, Plates 6 through 13, and the Dutch Cone logs, Plates 14 through 27, for a detailed description of the conditions encountered at each location explored. A description of the field exploration methods and laboratory testing program is included in this report following the Discussion and Recommendations section. The following is a generalized description of the subsurface conditions encountered. Earth Consultants, Inc. 0. W. Properties May 23, 1985 E -2579 Page 3 The building sites are generally underlain by soft, compressible peats, silts and clays above medium dense to dense sands and gravels. An intermediate sand layer was encountered in the northern portion of the site underlain by soft silts and clays. The southern portion of the property contains peat soils near the existing grade. The upper compressible layer generally contains organic soils and soft silts. Silts encountered generally exhibit low plasticity with Liquid Limits ranging from thirty (30) to forty (40) and Plastic Indexes from six to ten. Clayey silts have moisture contents ranging from 40 to 60 percent. The soft, compressible soils beneath the intermediate sand layer in the northern portion of the property are generally clays and clayey silts. Plasticity ranges from low to high with moisture contents of 40 to 55 percent. The intermediate sand layer encountered in the northern portion of the property is approximately fifteen (15) feet thick and was encountered at depths ranging from six feet in Boring B -2 to twenty (20) feet in Probe P -6 beneath the existing ground surface. These sands are generally medium dense. Sands and gravels beneath the compressible strata are medium dense and grade to dense with increasing depth. Groundwater The groundwater seepage levels observed while drilling are shown on the boring logs. Since the groundwater levels did not have time to stabilize, a slotted pipe standpipe was installed in Boring B -7. A reading taken three days after the completion of the boring is also shown on the boring log. Groundwater was generally encountered near the existing ground surface during our exploration. Groundwater was encountered in Borings B -7 and B -8 at approximately three feet beneath the existing grade after ditches were excavated to lower the water table. The groundwater level is not static, thus one may expect fluctuations in the level depending on the amount of rainfall, surface water runoff, site dewatering and other factors. Generally the water level is higher in the wetter winter months. DISCUSSION AND RECOMMENDATIONS General Building A: Building A has been constructed based on our verbal recommendations regarding foundation design and earthwork considerations. Allowable timber pile capacities are based on full -scale pile load tests conducted prior to construction. Earth Consultants, Inc. observed driving of test and production piles Earth Consultants, Inc. 0. W. Properties May 23, 1985 Earth Consultants, Inc. E -2579 Page 4 with results reported in our letter dated April 18, 1985. Piles are bearing in the intermediate sand layer as previously described in the subsurface description. Piles were driven to a refusal blow count of thity (30) blows per foot or to a minimum of five feet of embedment in the sand layer. The pile load tests were performed on two driven timber piles of different lengths based on subsurface soil information. One pile driven to twenty five (25) feet was located in the vicinity of building grid line F /1.5 and the other pile driven to forty (40) feet at grid line F2/4.5. Each test followed the procedures defined by ASTM D -1143 "piles under static axial compressible load ". The standard loading procedure (Section 5.1) was used to load the test piles, which were set -up similar to Figure 1, the Schematic Set -up - applying loads to pile using hydraulic jack acting against anchored reaction frame. The reaction piles were spaced a minimum of three piles diameters and driven to refusal. The test set -up and the calibrated jack were the responsibility of the client. The tests were performed from March 22 to March 24, 1985 and continuously monitored by Earth Consultants, Inc. personnel. Each pile was loaded to twice the design capacity or 120 kips. The tests results are shown on Plates 4 and 5. We anticipate post - construction settlement on the order of two inches due to the compressible clayey silt layer underlying the sand bearing strata. This settlement should be relatively uniform but will be a function of the actual loading of the building. The rate of settlement should decrease with time over the life of the structure. Building B: Building B may be supported on driven timber piles bearing in the medium dense to dense sands underlying the soft, compressible strata. Piles should be driven to a refusal blow count of thirty (30) blows per foot. Boring B -5 and Probe P -103, located at the north end of the proposed building, encountered an intermediate sand layer at a depth of approximately sixteen (16) feet beneath the existing grade. Due to the heavy design floor loads of the building, the compressible strata underlying the intermediate sandy layer, and the thickness of the sand layer, piles must be driven through this layer to the medium dense to dense layers underlying the soft, compressible soils. We recommend that building slabs be pile supported due to the heavy design floor loads and rapid construction schedule. Anticipated pile lengths are thirty (30) to forty five (45) feet. For the above design criteria, settlement on the order of one -half inch is anticipated. 0. W. Properties May 23, 1985 E -2579 Page 5 Building C: Building C may he supported on driven timber piles or augercast concrete piers bearing on the medium dense to dense sands underlying the soft, compressible strata. Driven timber piles should be driven to a refusal blow count of thirty (30) blows per foot. We estimate that timber piles with lengths of forty (40) to fifty (5U) feet will be required. Test piles should be driven to determine pile lengths prior to ordering production piles. Augercast piers should range in length from thirty (3U) to fifty (50) feet plus the length of embedment into the bearing layer depending on the selected pier design capacity. We recommend that building slabs be pile supported due to the heavy design floor loads and rapid construction schedule. As previously described, an intermediate sand layer was encountered in our exploration at a depth of ten to twenty (20) feet beneath the existing grade. Due to the heavy floor loads, a pile foundation in this strata would result in building settlement on the order of five to seven inches. Driven timber piles could have trouble penetrating this intermediate sand layer. If timber piles are selected, we recommend that test piles be driven to determine the feasibility of driven production piles. We also recommend that new, Class B wood piles with tips no larger than seven inches be used. A cushion driving head between the hammer and the anvil may prove beneficial in reducing splitting of piles. As an alternative, holes may be pre - drilled or augercast concrete piers may be used. Building D: At the time of our exploration, no floor loads were available for Building D. We understand that the western corner of the building as shown on our Boring and Probe Location Plan has been deleted. Building D may be supported on driven timber piles bearing on medium dense to dense sands underlying the compressible strata. Piles should be driven to a refusal blow count of thirty (30) blows per foot. Probes P -1U7 and P -108, in the north end of the proposed Building B, encountered an intermediate sand layer at a depth of twelve (12) and six feet, respectively, beneath the existing grade. This layer is approximately five feet thick and is underlain by soft, compressible soils. To provide adequate support, piles should be driven through this layer to the sands underlying this soft, compressible strata. It is estimated that pile lengths of thirty (30) to thirty five (35) feet will be required in Building D. Test piles are recommended to determine the required lengths prior to production driving. Building slabs may be pile supported or placed on -grade if building areas are surcharged. Surcharging may be a possibility with enough fill and time available. Surcharging recommendations can be provided if needed. Earth Consultants, Inc. 0. W. Properties May 23, 1985 E -2579 Page 6 Axial Capacities Timber Piles: Driven timber piles may be designed for an allowable pile capacity of thirty (3U) tons with a minimum seven inch diameter tip. An allowable uplift capacity of ten tons per pile may be used. Augercast Piers: In our analyis, we considered a sixteen (16) inch diameter pier. The augercast piers should pentrate a minimum of five feet into the bearing layer. Augercast piers may be designed for an allowable capacity based on the depth of embedment in the bearing soil. The piers should penetrate dense sands five feet for an allowable capacity of thirty (30) tons and ten feet for an allowable capacity of sixty (60) tons. For eighty (80) ton capacity the penetration into sands should be twenty (20) feet. Lateral Pile Capacities The pile foundations will be subjected to lateral loads. Lateral pile capacity is generally governed by limiting deflections at the top of the pile and will depend on the pile stiffness with respect to the surrounding soil near the upper portion of the pile, the length of the pile, and the degree of fixity at the pile cap. The following lateral pile capacities should be used for each pile type. Pile Type Timber Augercast Pile Installation LATERAL, PILE CAPACITIES Earth Consultants. Inc. Design Lateral Capacity (tons) 1 2 Additional lateral resistance may be developed by passive resistance of compacted backfill adjacent to pile caps and grade beams. The passive resistance of compacted granular backfill may be considered equal to a fluid with a density of three hundred (300) pounds per cubic foot (pcf). Driven Timber Piles: We recommend that a Vulcan 1 driving hammer with a rated energy of fifteen thousand (15000) foot pounds be used for driven pile installation. All pile driving operations should be monitored by a representative of Earth Consultants, Inc. 0. W. Properties May 23, 1985 Earth Consultants, Inc. E -2579 Page 7 who can observe the pile driving contractor's operation, log blow counts, and be able to judge any deviations from the anticipated criteria and site conditions. Augercast Piers: As the completed pier below ground cannot be observed, judgement and experience must be used as the basis for determining the acceptability of a pier. Therefore, we recommend that the installation of all piers be observed by a qualified geotechnical engineer who can fully evaluate the contractor's operation, collect and interpret installation data, verify, bearing stratum elevations, and who would understand the implications of variations from normal procedures with respect to the design criteria. We suggest the contractor's equipment and procedures be reviewed by Earth Consultants, Inc. prior to the start of construction. Pavement Areas All parking and roadway areas may be supported on a stable subgrade or on a minimum of three feet of hogfuel. The pavement section for lightly loaded traffic and parking areas should consist of three inches of asphalt concrete (AC) over four inches of crushed rock base (C12B) or three inches of asphalt treated base (ATB). This section should be placed above at least twelve (12) inches of sandy gravel compacted to a minimum of 95 percent of maximum dry density in accordance with ASTM D -1557. Heavy loaded pavement sections should consist of a minimum of three feet of fill placed over the soft subgrade. The fill should be overlain by Mirafi 600x geotextile or equivalent fabric with a certifiable modulus of one hundred twenty five (125) pounds per inch at 10 percent elongation and twelve (12) inches of compacted granular base course, six inches of compacted crushed surfacing top course, and three inches of asphalt concrete pavement. We recommend that the geotextile be placed with a two foot overlap and first covered with a minimum thickness of gravel base course to allow truck traffic to proof -roll and "rut" the geotextile into the subgrade. This serves to pre - tension the fabric prior to final construction of the pavement system. The base and top courses should be performed in lifts, each compacted to 95 percent of maximum dry density as defined by ASTM D -1557. This design is based on a H -20 truck load criteria with a thirty two thousand (32,000) pounds tandem axle load. Site Preparation and General Earthwork The building and pavement areas should be cleared of all slabs, trees and existing utilities. Brush and vegetation should be cut close to the ground surface but sod should be left in place to help support equipment during construction. O. W. Properties May 23, 1985 E -2579 Page 8 Where structural fill is required, it should be placed in horizontal lifts and compacted. The fill materials should be placed at or near the optimum moisture content. Fill under pavements and walks should be placed in horizontal lifts and compacted to 90 percent of maximum density except for the top twelve (12) inches which should be compacted to 95 percent of maximum density in accordance with ASTM Test Designation D- 1557 -70 (Modified Proctor). On -site soils are not suitable for use as structural fill. Ideally, structural fill to be placed in wet weather should consist of a granular material with a maximum size of three inches and no more than 5 percent fines passing the No. 200 sieve. During dry weather, any compactible non - organic soil can be used as structural fill. Utilities Utilities on the site are currently being installed. Earth Consultants, Inc. is observing the installation and providing recommendations regarding such. Peat and organic silts should be overexcavated in areas where settlement cannot be tolerated. The excavation should be backfilled with granular soil or hogfuel. FIELD EXPLORATION AND LABORATORY TESTING Our field exploration was performed in April and May of 1985. Subsurface conditions at the site were explored by drilling eight borings to a maximum depth of sixty (60) feet below the existing grade. The borings were drilled by Pacific Testing Lab and Drilling Unlimited using track and truck - mounted drill rigs. Continuous flight, hollow stem augers were used to advance and support the boreholes during sampling. In addition, fourteen (14) probes were made with a Dutch Cone. The Dutch Cone is equipped with a friction sleeve which allows the shaft resistance to be measured in addition to the point resistance at the tip of the probe. Approximate soil classifications can be inferred by comparing the point resistance to the friction on the sleeve. A direct correlation is obtained between the point resistance and the bearing capacity of the soil. Soil samples are not obtained from the Dutch Cone probes. The locations of the borings and probes were approximately determined by tape measurement from existing site features or by the contractor. Elevations of borings were approximately determined by interpolation between plan contours or by the contractor's survey. The locations and elevations of the borings and probes should be considered accurate only to the degree implied by the method used. These locations are shown on the Boring and Probe Location Plan, Plate 2. Earth Consultants, Inc, 0. W. Properties May 23, 1985 E -2579 Page 9 The field exploration was continuously monitored by a geotechnical engineer from our firm who classified the soils encountered and maintained a log of each boring, obtained representative samples, measured groundwater levels, recorded probe readings, and observed pertinent site features. A slotted standpipe was installed in Boring B -7 to monitor groundwater levels. All samples were visually classified in accordance with the Unified Soil Classification System which is presented on Plate 5, Legend. Logs of the borings are presented on Plates 6 through 13. The final logs represent our interpretations of the field logs and the results of the laboratory examination and tests of field samples. The stratification lines on the logs represent the approximate boundary between soil types. In actuality, the transition may be gradual. Logs of the Dutch Cone probes are presented on Plates 14 through 27. The "friction ratio" shown on the plates is the unit resistance of the friction sleeve expressed as a percentage of the unit point resistance. The soil stratigraphy interpreted from the probes indicates fine scale stratification not always obtained from borings. In each boring, Standard Penetration Tests (SPT) were per- formed at selected intervals in accordance with ASTM Test Designa- tion D -1586. In addition, a Shelby tube sampler was used to obtain less disturbed soil samples at selected depths. The split spoon samples were driven with a one hundred forty (140) pound hammer falling thirty (30) inches. Shear strengths of undisturbed soils were measured where prac- tical in the field with a penetrometer or a torvane. These results are recorded on the boring logs at the appropriate sample depth. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and test- ing. Visual classifications were supplemented by index tests such as Atterberg Limits on representative samples. Moisture determina- tions were performed on all samples. Results of moisture determin- ations, together with classifications, are shown on the boring logs included in this report. A consolidation test was conducted on one relatively undis- turbed representative sample taken with the Shelby tube sampler to evaluate the consolidation characteristics of the site soils. In addition, the time readings were taken at several points of loading to evaluate the time rate of settlement. The results of this test is shown on Plate 28, Consolidation Test Data. Earth Consultants, Inc. 0. W. Properties May 23, 1985 LIMITATIONS Our recommendations and conclusions are based on the site materials observed, selective laboratory testing, and engineering analyses. The conclusions and recommendations are professional opinions derived in accordance with current standards of practice. No warranty is expressed or implied. Soil and groundwater conditions between borings and probes may vary from those encountered by the borings and probes. The nature and extent of variations between exploration locations may not become evident until construction. If variations then appear, Earth Consultants, Inc. should be allowed to reevaluate the recom- mendations of this report prior to proceeding with the construction. Additional Services It is recommended that Earth Consultants, Inc. provide a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the con- struction specifications. It is also recommended that Earth Consultants, Inc. be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifica- tions or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. The following plates are attached and complete this report: Plate 1 Vicinity Map Plate 2 Boring and Probe Location Plan Plates 3 and 4 Pile Load Test Results Plate 5 Legend Plates 6 through 13 Boring Logs Plates 14 through 27 Dutch Cone Probe Logs Plate e•• Consolidation Test Data .t'�s R. Fois , 1P �E�.ti Respectfully submitted, i _ i i o '•% NAL %10 o JWJ /JRF /tm ••.• °`••• EARTH CONSULTANTS, INC. / times R. Finley, Jr., P. E. Chief Engineer Earth Consultants. Inc. E -2579 Page 10 Earth Consultants Inc. GEOTECHNICAL ENGINEERING a GEOLOGY 4110121111*. 1111111111111111W Proj, No. 2579 Date Mar. '85 Vicinity Mop Eost Marginal iiiVay Corporate Pork King County, Washington i A P I07 „ 12 - 3 41w Bldg. D P108 A B-4 s & B - 8 - kr 8 124th STREET P A P103 B -5 P104 P105 A Bldg. B Property One • Earth Consultants Inc. i GEOTECHNICAL ENGINEERING It' GEOLOGY ROAD A P A7 - 101 : P-D4 Bldg. A A PA1 A P'H2 _.. -o,_ Cr • P A 8 6i1� P104 • P Bldg. B A P-106 24th STREET r F %\\ Property Line LEGEND S B Approximate Boring Location Approximate Boring Location by Others Proposed . Building ,® P Approximate Dutch Cone Probe Location Approximate Scale 75 150 300ft. Reference Grading, Paving S Storm Ctroinage Plan By David Evans and Associates, Inc. Dated Morph 1985 0 60 90 LOADS ( KIPS) PILE LOAD TEST NO. I LOCATION = BLDG. A, F2/4.5 LENGTH = 40 FEET GEOTECHNICAL ENGINEERING & GEOLOGY Pile Load Test No. I East Marginal Way Corpotmte Pork King County, Washington w Proj. No. 2579 Data May . 65 Plato 3 .,J - - - - v PILE LOAD TEST NO. 2 LOCATION = BLDG. A, F / I.5 LENGTH = 25 FEET GEOTECHNICAL ENGINEERING ei GEOLOGY LOADS ( KIPS ) Pile Load Test No. 2 East Marginal Way Corporate Irk King County, Washington Proj. No. 2579 IMO May . 85 PIM 4 mur� MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTION Coarse Grained Sods MOM Than 50% Material Larger Than No Size 00 Sieve And And Gravelly Sorts More Than 50% Coarse Fraction Retained On No A Sieve Clean Gravels (little or no fines) •.. e • •. :`ems w ' • .o.•~ e W e l l- Graded Gravels, Gravel -Sand Mixtures, Linty Or No Fines .0..0..0. A • v • A • gp Poorly-Graded Gravels. Gravel- Sand Mixtures, Little Or No Fines Gravels With Fines( apPreciable amount of fines 1 .' t' GM gm Silty Gravels. Gravel - Sand- Slit Mixtures ` ♦ I"' # GC Clayey Gravels. Gravel • Sand• Clay Mixtures Sand And Sandy Soils More Than �WHOWI 50% Coarse Fraction Passing No.4 Cl ean Sand (little Or no fines 1 °•••• •• •: e e ° •° °•• : ° ° e SW . Or N Well-Graded o, Ines lly Sands. s. Little Or NO Fines • •1:;...1.1.13...1.):::..'1: SP p S Poorly- Graded Sands, Gravelly Sands. Little Or No Fines Sands With Fines (appreciable a of floss) I e tf • SM Silty Sands, Sand- Sill Mixtures — Clayey Sands, Sand-Clay Mixtures Fine Grained Soils More Than 50% Material Smaller Then No 200 Sieve Size Silts Liquid Limit And Lass Than 50 Clays I II II Inorganic Sills 1 Vary Fine Sands, Rock Flour,Silt• Clayey Fine Sanos,Clayey Silts WI Slight Plasticity 111Ellni IfJII1ilhIIIll Clays 01 Low To Medium Ps Gravelly ravelly Clays. Sandy Clays. Silly Claays. , Lean OL 01 Organic Silty l Low Plasticity M" Inorganic Silts, Micaceous Or Diatomaceous Fine Sand Or Silty Soils Silts And Liquid Limrt Clays Greater Than 50 '' �r ✓ / ' Ch I C lays OI High Plasticity, Fat Clays �-- OH on Organic Clays 0 01 Medium To High Plasticity, e sine Og Highly Organic Soda PT mak pt Peat, Humus, Swamp Sous With High Organic Contents Topsoil Fill I 2 "0.D. SPLIT SPOON SAMPLER Tr 2.4" I.D. RING SAMPLER OR 1l SHELBY TUBE SAMPLER P SAMPLER PUSHED SAMPLE NOT RECOVERED 2 %ATER LEVEL !DATE/ a WATER OBSERVATION WELL Earth (ilk Consultants Inc. GEOTECHNICAL ENGINEERING • GEOLOGY Proj. No. 2579 Humus And Duff Layer Highly Variable Constituents The Discussion In The Text OI This Report Is Necessary For A Proper Understanding Of The Nature Of The Material Presented In The Attached Logs Notes : Dual symbols are used to indicate borderline sou classification. Upper case letter symbols designate sample classifications based upon lab- oratory testing; lower case letter symbols designate classifications not verified by laboratory testing. C TORVANE READING, tsf tau PENETROMETER READING, tsf W MOISTURE, percent of dry weight pcf DRY DENSITY, pounds per cubic ft. LL LIQUID LIMIT. percent PI PLASTIC INDEX LEGEND Data Apr. '85 Plats 5 BORING NO. __AL__ Logged B S . B . ELEV. et _ _ pas 3 -18 -85 Graph cS Soil Description l� Sample (N) Slows Ft. ex) '' #; , sm gray silty SAND, very fine with scat- tered organic fragments, loose 3/18/ :5 10 15 Z0 25 30 35 40 45 = = = = 3 1 /18" 27 23 5 1 /18" 0/18" 0/18" 52 50 5" 62 45 28 30 31 55 39 28 19 22 LL=27, PI =7 LL=38, PI' 8 •• :.. :' sp black SAND, very fine to fine with trace silt, medium dense 1I`' I, V ' 11 ( I I I � I ml- Ol gray clayey SILT with sandy lenses, ver soft �•�' • . Iii �� "•'�' ::; • p black SAND, very fine to fine with trace silt, medium dense with minor silt Tense, shell fragments ' .I• 1i ' i dif ; . I ml gray clayey SILT with fine sand, very soft ;z }' '•4 sm gray silty SAND, fine, saturated, very l oose 50 : :: •7J�cg:= } Tfl1 `f it l i sm- ml tan /rust mottled fine sandy SILT to silty SAND with gravel, moist, very dense 55 60 ''A ml hard clayey SILT, below plastic limit, Boring terminated at 60.5' below the existing grade. Boring backfilled . with drill cuttings. Earth BORING LOG Il r • EAST MARGINAL WAY CORPORATE PARK KING -COUNTY. imsu aGTON Consultants Inc. GEOTECHNICAL ENGINEERING a GEOLOGY Proj. No. 2579 , . X0 • � e5 7 NI 6 BORING N® Logged ay S.B. 3 -18 -85 ELEV. 8 ' 1 Date ._ Graph cS Soil Description De P Sample N) Blown Ft. W ( %) c =.075tsf 1 ( I � medium brown sandy SILT with abundant organic fragments, wet, very loose 8/ -' 15 • ,_ 20 : 25 ` 30 ..._ 1/18" 60 10 33 0/18" •35 0/18" 55 0/18" 54 16 19 M 50/5.5 12 50/3" 15 50 /3" ,: :1 ''' ; • :.;; • sp- sm black SAND, fine to very fine with si lenses and isolated wood fragments, w very loose H H H H H i gray fine sandy SILT with isolated shell; and wood fragments, very loose i I I I gray clayey SILT above plastic limit, very soft E ) sm olive silty SAND, fine with trace gravels, very loose becoming gray with gravels and shell fragments, medium dense o -9 • ' • ' ° gp gray sandy GRAVEL, fine with trace silt,: very dense — 35 • _„ 40 •:;; • '�'� •. : ::. ::• �:;;: _.. sp tan gravelly SAND, fine, very dense Boring terminated at 44.25' below existing grade. Boring backfilled ,. . with drill cuttings. • Ak Consultants Inc. ` .. �. GEOTECHNICAL ENGINEERING ! GEOLOGY • / , ` ` • r BORING LOG EAST MARGINAL WAY CORPORATE PARK KING COUNTY, WASHINGTON Proj. No. 2579 Data Apr.'85 Piste 7 • BORING NO. 3 . Logged By S.B. . ELEV. 8 ± Date 3 -18 -85 Graph ------- CS Soil Description Sample (N) Blow: Ft �) I F r i OL I bro/gray organic SILT, above plastic limit, very soft 9 8 - 10 ,_ 15 20 - 25 Z -.r 0/18" 0 /18" 18 29 50/6" 50/3" 53 49 .,36 9 0 LL=39 PI =6 C =.075 i ' gray clayey SILT, very soft I iii::::: i'" { ;;;}, sm gray silty SAND, fine with gravels and shell fragments, medium dense sP sm g g rave ll y SAND, fi t m edium with silt, medium dense �'� '•'� Wit $('l i } #� {� { ti .f� }1ft sm becoming silty, very dense cobbles and boulders at 25 to 27' Boring terminated at 28.25' below existing grade. Boring backfilled with cuttings. • • 1 Earth I • t 1 Consultants Inc. GEOTECHNICAL ENGINEERING II GEOLOGY BORING LOG EAS MARGINAL WAY CORPORATE PARK KING COUNTY, WASHINGTON Proj. No. 2579 Data Apr.' 85 Plate 6 BORING N ®..T4.____ Logged B JvJ ELEV. 8± D 3 - 19 - 85 Graph cs Soil Description l Pth Sample (N) Blows Ft. (W .ij; fi I� ll :t;I HI;l1 : ::: pt b rawn clayey SILT with sand, wet, very soft with peat layers, amorphous - / 19 /8 _ 5 • ■ ' .._ 15 20 - _ 25 -- 30 35 L 40 ,_ 45 ' 1/18" / 18 " 3/18" 17 15 34 20 2 50/5" 50/5" 61 34 ,, 32 25 19 8 44 7 c ...l tsf ... ,. • • :; , '•:;;; ? 1 f � { ti J7•. sp sm brown SAND with silt, fine grained, wet,- very loose • 1 2iE I • I , 3 { 1` } } ; li grayish silty SAND with shell fragments and slight organics, wet, medium dense becoming gravelly • ~ a 0 R. C. .r • • 0.4 • 0 I a •p r • r N e • • I • • : gm grayish silty sandy GRAVEL, wet, dense SILT lenses and layers becoming gravelly •'l' s; gp reenis mo t e. sandy -. L, wet, very. a dense . Boring terminated at 49.5'• below existing grade. Boring backfilled with drill cuttings. • ;/ ! ii 4i � S� tants Inc. \ � GEOTECHNICAL ENGINEERING ! GEOLOGY BORING LOG EAST MARGINAL WAY CORPORATE PARK KING COUNTY, WASHINGTON Proj. No.2579 Date Apr. '85 Plate 9 BORING NO..._ Logged By JWJ ELEV. 16± Date 3 - 19 - 85 Graph CUS Soil Description DePth Sample (N) Blows Ft. (9W61 �;ee� :•:•!...•. ; •.•, s'•••• . : hog fuel (FILL) q 3/19/85 15 25 30 35 40 45 50 55 1 T -t— 5 7 1 4 0/18 �� 0/18" 0/18" 9 30 25 60 50/4.5" 36 28 55 30 50 57 40 21 13 36 16 14 LL 41 PI=10 c = 2 tsf c = •2 LL = 50 PI = 18 c R .25 ml grayish sandy SILT (FILL) with organic- wet, loose I ' � brown clayey SILT with slight organics, wet, soft ' '•:'- s p black /red - speckled SAND with trace of silt, wet, very loose to loose H .!!! ml gray, clayey SILT with sand lenses and shells, wet, soft, moderate to high plasticity mh gray clayey SILT, wet, soft, high plasticity :I: I '1" 7" f { , c .. � ;, ? # ?I ;fit '�- f; •' .•;. 4 f . 7t sm . grayish silty SAND with gravel, wet, loose 3 f sfi %� sp s gray SAND with silt and trace of gravel wet, meaium dense becoming very dense Boring terminated at 59' below existing grade. Boring backfilled with drill cuttings. • ;y .I Earth Consultants Inc. " r GEOTECHNICAL ENGINEERING & GEOLOGY BORING LOG EAST MARGINAL WAY CORPORATE PARK KING COUNTY, WASHINGTON Proj. N0. Date Apr• '85 F;;; 10 (N) Blows Ft. Graph w' 1 ,M ■ obe 3 Logged By JWJ Date 3 -19 -85 BORING NO. Soil Description PEAT, amorphous with organics, wet, ver soft brown clayey SILT with organics, wet, very soft, low to moderate plasticity color to gray and soft grayish sandy GRAVEL with clayey SILT lenses and layers, wet, loose gray clayey SILT with sand and a trace of •ravel wet medium stiff gray sandy GRAVEL, wet, medium dense gray gravelly silty SAND (TILL), moist, very dense GEOTECHNICAL ENGINEERING • GEOLOGY /20/85 5 10 15 20 25 30 35 Proj. No. 2579 ELEV. 15 ± I I I I Boring terminated at 39' below existing grade. Boring backfilled with drill cuttings. BORING LOG EAST MARGINAL WAY CORPORATE PARK KING COUNTY, WASHINGTON Data Apr. '85 w (%) 85 0/18" 43 0/18" 52 6 17 7 22 27 10 89 12 50/5.5 16 c <•ltsf Plate 11 .2 tsf BORING NO. Logyed By Jw3 ELEV. 9 ± Date 5 -3 - 85 Graph [ii Soil Description Deoth Sample (N) Blows W ( W og fuel (FILL) 7 .15 - .....20 1 1 8 11 6 1/18" push 24" 17 48 54/6" 58 40 30 35 35 44 47 20 9 9 c .07 c =.ltsf LLs33 •PI=10 73 pcf ml • rownish clayey SILT with organics, wet, ery soft, low to moderate plasticity • rayish with sand and sand layers s p • lack red- speckled SAND with trace of ilt with silt lenses, wet, loose �• ecoming medium dense ml • ray SILT with sand layers and lenses, et, soft - '---25 -- 30 • --35 H CL • ray silty CLAY, wet, very soft sm •ray silty SAND with shell fragments, et medium dense • 2-40 : . :.45 • ray sandy GRAVEL with silt, wet, dense �• coming very dense Boring terminated at 48' below existing grade. Groundwater obs. well installed to 19'. Boring backfilled with drill cuttings. �' ot Earth Consultants . GEOTECHNICAL ENGINEERING G GEOLOGY BORING LOG EAST MARGINAL WAY CORPORATE PARK KING COUNTY, WASHINGTON Prod. No. 2579 Date May '85 Plate 12 BORING NO. _a_____ Logged By JWJ ELEV. 12t Date 5 - - 85 Graph CcS Soil Description Dept ( n• ) Sample (NI Blows FL W (961 hog fuel (FILL) -5/6 /E -- 5 - 10 push 4 8 2 14 5 19 46 72 350 79 53 , 25 17 25 27 23 13 c •lsf pt brown PEAT, woody, wet, very soft of brownish organic SILT with peat and organics, wet, very soft I = 2' : T. brownish clayey SILT, wet, very soft to soft Z 15 -- 20 - 25 s. - :_ 30 1. 35 - sp sm black red - speckled SAND with silt, wet loose sm brownish silty gravelly SAND, with shells and organics, wet, very loose color to gray, becoming medium dense with PEAT lenses and organics, loose medium dense gray sandy SILT with sand lenses, wet, L dense ml sm gray silty SAND with gravel (TILL), moist, very dense Boring terminated at 44' beneath existing grade. Boring backfilled . with drill cuttings. ( Earth I Consultants Inc. * ' I BORING LOG EAST MARGINAL WAY CORPORATE PARK KING COUNTY, WASHINGTON GEOTECHNICAI. ENGINEERING Ih GEOLOGY IProj. No.2579 DetR May '85 Pete 13 ,....... Cone Penetration Resistonee - Ton / Sq. Ft.- * t e a to 90 roo 11111•11111111•111111=11/•F \II11O N■• Il•�••11111�I•111/ � 0IN■�. • ■• 1/1UY• :rt•issIns mu' •• • rl�•11F!/• ►a(1r11f11111 M ■ 11/1111MB1••111W1 •• ■ 111•111•11IWIMIIIIIINI1111.111111I1IIMI I•l■ inuor sl • imP•luse ll i o 1111111tH nun IM/ 1■ ■ 11111111111111AIG":■111111111111111111111111111111111111 111111111111• ■111I1llsii fW ••••>uillnlr'a:••1■iiu u1■o■ tl• •11N1�!i.�•1111111►1A1■�� IIIIIZIPTra MN MRS II 1 u111•11•• . f�• �1�•/1111�11•�1111 WIMnr••1■ �4•�!M•111I1111111111111••a1•Hultl■•t I um mom 11111��� �n11111IW■�■ 11•11•11111•1•1I1IINIMIr:d•11laumll•l•• •••11111■■111111•1•111111ii111A1W11111■ • ■ ■ 11 n 11•11 •11?l1111.O IMII• • ■ 11111•11•11•• 1/111.1•RANIMMIMMIIII•1■ ••••11■•11111•1•Utr•V11■■IIMMI•1■ 111•1111•1•1111111••t tisiiVItr1•I•■ MI•111•i[■1/n1•Il•••1 ■•• 1111I•1•I111■IIIUIV tat II•WH 9!■I>•■ err 1111111•1111111111•111111g1t1111•OM r 1••11111.11111 M r■ X11• •111111111MMIMI11! MMIq II•■ ��1• ■••111�111.IIMIUMMI IN• !•11•■■11111111111••11W UIHIM11• ■ ••1111•1■■1/111•111•1•Mill 111 ummo■ molmw/•11111�.:m•1 miNlim 11,o'._wom n1111 �a■■11a••11�1•111nor •HU ■1111 •••111•u•1/111•111111•111111111111110:MA1111• •IIM• ■ ■IMHIME •E1111•Ilt ma i 1111•11111nP1111111•1111111/111111111.''1• ■ •IN� 11111�••111111111�'Y•111■ ■11 I•I11110•11.11■1111I1u►r'll•r 1.11>1.1.11111•••• •1A11/•mY MME 11 11 ■■IlIItmar* z.11111Iniam■ m••/•IA1/1111m•••rr•1111 im •• _ � • 11 I1'II / /!!'! I I I III• I� ■ •■11 lull imetz.m1■ Iw11 • ••••11n1111UI•11110►""x`1111111111111 / MI I 111•111I1111•uau•!7.1/••111111111q •1i• •••/iyr1111MININ■1111111111n ■MI ■ 11•111 N tea• ■■ IHIMM•I•11111111In__ #11•A111•111111IMMIM•1111111111I11• =■ �i.7 ■111111�•1t#11.1111111 ■ 1■■ WOE M■ It'm ■N111111•U ■111111111111■•■ 111Wi1RNUUll1•mm•• ■111/ 1 fi•!lnfi1 ntin �111 r11nia lrri' uiu•lil•••r•/11•Ilin••r.■ milthium 11two ■1111111111111■•■ •11•111P0111111111•11•1•11•1111111111111111111•111 �E t ti li n l • •• •••w4o• 11111111•111•111111111•11111111u11•■ •11111/4111111111111•11•1111M1111111111111111•1111 11111 a1rr11n'U DMralal I•I111111•11l1 .111.1r•■1/11iaiiallIl■11111111►Inl• 11 1•111111111•1111111r11 illIM111111•/• imi1•a1a1111r/rolimo1111111 ■ 11,.1: 11•111111••111111II1=r•11111U1111111■ 11 a•r•1 Nun a11t1•w. X1111 ■ �1 11.1a ■1111111 /Z = i.■IIU11111111111�11 Ir •1■11.11111•�•11eri 111II.1111 • m1•=11 ! I• a■ �■ 111r liim rt• ■11/111uoilmos imirmIlli.111111111 MIS= MO 11111111VIVIS 111111■ I•MI.11 111i1i�if ■1111Ut1.!:il/1♦■ Earth Consultants Inc. Dutch Cone Log P- A l too soo 400 Friction De to Patio v Kelm Feet ■■us•• ■LC••••• ■■t: •••• NM Moo M • 1 »h Na."... •1111!MI■•■ mom G /•■■■N ■ ■•■•■f •C ••1.1••• 10!W■ i Ni•••11 •1t 1•N ■1111/ 1:■■■■■■ ••••1111 •7 ■ •••1• .Q■/•■11111 I••111■ ■■ 11•111■ ■ ■• �■■ ■ ■.. •tJ••■•• . •■A oi■■■■■ l• *•••• ••••••• 7n•■■■ LI•■ •■■ I101IO ■11■ ■•0 1■1111JrW■ [i/1■•■■ urnumu■ 11•••• ■■ C:•••••• aw11[■11■ 111211 ■•1 I ■■imm �J••• ■■ 1 UR•■ ■111 ■C sa11[•1R ■■ /$!:::2 NH MINIM •t:��■•ar ■t 1t#11 ■1111 ■11 ■1111 ■■ 1St 111111111111101 ■1 1 ■■• ■111 unagaim ■L \••U■ 1111 i •■ •■ MN 111111•111•1 ••31•11•■ 1•■•••• •••••k0 rilliema 1111 ••11•• Fl• ••••• IUUN• 1 oleamerna ■r ■] ■ •■ rll••••• I3•••••■ :1•••••• . onus. •7••••• GEOTECHNICAL ENGINEERING & GEOLOGY Sail Interpretation Elev. 7.67± sm ml sp ml sp SILT, medium dense grading to loose, with sand layers, loose SAND with silt lenses, loose to medium dense (dense layer from 23 -26') SILT with clayey silt lenses, very soft SAND, medium dense grading to dense (silt layer from 46 -47') Probe terminated at 50 Proj. No. 2579 -1 Date May' 85 b 1 w rase. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDING A KING COUNTY, WASHINGTON Plate 14 Jr. 1 ZUCHUM i aompummums ssonmilma •amminmimm r el Mnns a m krWil 4.0 1 li gne:1; IJHHJIIRR we: 11111111111Mill oanisinumus WA 401N web 011111111111111111111111111 5 111“0111U11111111•1111 1111111.P111M111111 IOWA sieuifinworm f iliMMOD1111111ri 111111111111111 II lionIMOina i,„„omoirum a min olsomMulusu gingli MR MO l I Siillmant ipSII MI II 1116110 111111■11111/06 WM MU 0.1 1111 " 111rainiau 1.0011111 110110 11110 11011 ,,, .14111010"1111111111111111 II 60184■11111 .I.V.A111111111111111111.1111 1 111111111114411111111111111111 Wort 01111111111111111 it 1111110n1 011111111111 11 11 1.101.61111111010. um ii gra l lgM 1111111.4121 : .... ....41111MIII1111.111111111 1110 ;::?..113:11. NI • ois•lrunnunigoll .1011111111111111111111111111 .1.1 WON 111111litE N NU illiumourn 00111111111111111111N somainsinimms 11101111111111111•. 018111111 Mill a s __I 1111111111111•11111 an0111111111111111111111111• 0101111111111111111111•118 krikamessminumma 1.011111111111111111111111 .11011111111111111111111111 armosasstiliiiims 1100111111111 mori 10111111111111111111111111 1001111111111111111111M 111.1811111111111111 111.111111111111111111111 0.111111•1 11111111 M 1111811 wis;; — * 1111111111111 IMO • l it a 0 eneat a mommeme lemmammo lememome MINIUNNE c4mmemie maten somemplu mammon' timommin VOIOROMO VAMMInun numinous UMW nOWOONO VIIMSPENs *MUM gammas liu•so•s MIMEO lOOMONO AMMO= MM. MOM • MUMMInum DRIMOOMM ROORONE morn MUM. UUMMOOM pimmiNinos ROOROOM plimoSMS EMERNEW :MUM• nom.. nuum . nomemame commema emommus raMMEION K MUM maniimus , MinOMOS NOSInmSo mmunomm IIMMOMMIN 'AMMO :Urns SUMMON r4ossinms 11101011MOM WI..... mipouss ma womems. MUNROMMIO SUNNIIIm OLIONIONS wilmissuni IMMUOM OVOINIONS 111141111101 801.111111 RU looms OSUMI mm mum MOO •OMMinou •oes* mminnumiz existin 14114 frts 00 1,44# 004 0,,,PriC gNOINEICRING GEOLOGY 11 12 14 3 DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDING A KING COUNTY, WASHINGTON Pro). No.2579-1 ravels. Date May, 85 Plate 15 itA.41001 PISMO*, ft Dutch Cone Log P KX) too too 400 Friction Ratio 4) S Motors Foot Ditti gP GRAVEL rade. Re f usa 1 in 1411 Interpretation Elev. 7± ml sp sp ml clayey SILT, with possible organic layer, soft thin sand layer at 3' SAND, loose to medium dense (with clayey silt layers at 15' and 18') SAND with silt lenses, medium dense to dense SILT with clayey silt lenses, very loose Dutch Cone Log Pa D4 Cons Psnstrotion Resistance Friction `Ton IL- R 000 MstenJFsst e 10 10 so loo 100 100 400 • e a . --.0 1111 /.�r• - tt 1• / ■■1111 :►lltli■■11111IIIn■e■ It1•mm.IIIIlommen11I ilminam .�aauiiII/•�mu■ ■11 IW�I.•. air ■.IW'� �tititi.IIum I! /a tll�ttiL :ii111.��.1uum1mn.�■ norm a.1O11aaa11111•algllninam■ sumni; g 11111 1aa1 A• 110. tiII11 I I I n a a1 ■ aac iann1111aa11as ■a.11111nitaaaa alIPM11..11111■o.1_a11IIUnlll.m■ �rniri - 111a!•!• allmimlara �tW 1IIIllaaalal•RI1 /U11.111 ■a,■ �>•1. %�'111a�a1 ■aiiMnlna�a MIIII.c►111111111111111111■■n1111111a1•■ tower••'nnlimmum o i11linimIsm �• :�et11111a1111t�r..111n11nia . 11 aaa�1.1••ll∎ i11U1G1 ■r■ .INIm■.11111aill!rI A\IIIlnili ■1•■ 111111111a1 ■.11:►.�-•+Q111a1.11/n M11 ■a1a 1111111111•1■.11111Mlai7 Ans11nmatal■ 111•1111111/a11111.a et IIIW flp nlax. aaa111■.11111aaa111 • ■IIn111nt11a1•■ 1•111a1t11.11111aaa=0:In numn/m■ lialmm1.11111mir•amenm11■m■ rt l■.111 1m.11a1'A■ innmamme a�•s. 11/!r.. - .ai n*umn■m■ imin- ...111 _ 1•ti �itva11111mI•m..■1111In■ma Il•li /uuIu 4. IIIInII / m■ = m..11111�11..41111nIIIiI■m■ ■ ■11111.�■•11.UUmnam■ �INEtit = .n�m•.1111n111 ■1•■ X1.111 ■ aa.mra1.111aamimalani AI>IIIU u ta11111111ti.11111•aanlr•11.ili!nmr_R 1•11•11•1•.1111iwwwl•r1111 ?41111ris■ it•■ 11n'ma1ir.■■Illt! i �ia =� a i 11111. ■.11111 ■.m■ ■a1IIII��• ■r■ �a11. 111111�MIre _ 11IMMi1■aom 11111111111111111111111101111111111GITIMMIIIII = r ■.Illllm l..■■11114.11 ■ma ■a11•Ilimmr•<ia1 ".r lal.m..11111.�.at �r11IIIIIII■m■ IM11111r1a1•Iil1111111ra■ 0111111111M MN �.1.uI'11��.11! ►! IIIII ■/." m.. ■■illlll•..■II.`•!IIIIII ■m■ aa./tia111111•11111•1•. r:lllil•titi m../ar .:= :�rm■u111111111am■ a!•�<i..s1111��ri•Si11i11nm. •■ .aaltwwr aismil a /r•1uimmur ►111■ mirnft111111•..11111IIth11■r■ aaari111111111r0111••e111111111111•a Millig►',.1111111•1•.aIIIJN11111■1011i a -:d1a.1111r•ar■111111111IIII.r• tare, /1111arar1111111111111•■ !•7a.111t111�1••A.nnlnnl■r.. .IIIIU UI I111a!•�.111/1111111 ■�■ 1•t l■11111m...11111111i11■m 11•41.1. UIII.mmr11R1/1111111 ■m■ aal/• 'U >tt••tll�ttl.UU■ I•111111IU -. AMA III1111111111m ■1 ■11{111111■ ■ .IIMWi \1/1111_. ■■1111111III arr4111.1111■1a1a11.1111111■ C a MOW ] ■.Iltil�.■ ■111111111 ■■ aa. VIII i.a.rUUIEUIIII U 1■1■rialimmu■1.I/Dmlu milt 1111111•MAIII1UIIIIIIIIIIIII> /1I1111111 ■11111 malr�7■Illltm.►.■111II UIfl ■.1■ a��b uItln•r/u.111t11111■�a a.. felt►.►■ U1.1a11111111ti.tii•tllllll ■Sa' m. m . ■ 11111■r111�t?err:�17111111 ■ r11aaa►a - U.Ili■ sma.■a■ ■ ►3IUU■ inii'a 1a11�1a■ NM ,sicomma 11111V51111111 afA11aaa. .=aaaa warimeme Anumula ...aaa■ lr7■a.a. via•... rla/'aaa■ q. ■..a■ a.■..1. ii r.. .aaa11 L aM7aaaa ■a1..a■ 'a... ■. rJa/a.a1a 1 a11.a.a U.111.... :la ■1111/= Iimmomm MIAMImamm rl.■.a.■ Iiaalfa ■. 11.x...■ 0111111111211111111 rsl 1 #.a... ;�a....■ ■I..... ■.'.... n ■1111.■ .7a...a commis A11■aa.. summon ■ai7A.■ al femme .•a►::a■ ■C:.. %.a ■.■anaaa aa.aaaa unainm .t.Y�...■ ■a•aam ■Ed.aa■ .[111111.. aE ■..a. ME noes. 1111111111111111 ■ICalaali .....I■ aa.aic m aaa.anlf ■.•1111•. D. Soil Interpretation Probe terminated at 50' b-1•w -x' Elev. 7.55± sm silty SAND to sandy SILT, very ml loose (FILL) ml clayey SILT with possible organic layers, soft sp SAND with silt lenses, loose to medium dense ml clayey SILT with sand lenses, soft sp SAND, medium dense to dense, ith sandy silt lenses ml SILT and clayey SILT, very soft to soft gP jGRAVEL 'to a .o Earth Consultants Inc. GEOTECHNICAL. ENGINEERING & GEOLOGY DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDING A KING COUNTY, WASHINGTON Proj. No. -1 Date May ' 85 Platte 16 • Cone P•n.trotic» ninon* • Ton J Sq. P. t 9 00 20 90 = /s sannl■1t�i711■1 mirn,a1■■ ••1111111.1•'!\//11n11U11••1■ IIII �m•umIr1tR! II11•/■ nttn�t�l ti /t•IItiIIfl1111/�■ tl•■Ccsea NM MTh NM IN IN MNEWA nutim um■Im11mn/•■ /walmli•Slollnnlml••1■ ampr4 ►,',�� /11!•!• /.u111 /llllln 111111■ EINI..1u./11111111111•110■■111111.111•■ 110131.1:!►]IIIIII•I••R■ ww•■1!!\11111mms1.111imm11a111111111 -, r- /Ilml.•■ MIN •1.11/1111� 4111111111111.•. r• / /ti_':.:.ra.•u 1n1111n1111•■ ►Zii11. / /niss•• 11111 /tUni. . r•irimusn111••I /11111111111/•■ s•sl■ ■r/n1�w *J a11lumo. .. ••/.11111 nom ••11' ►; uIlEA/1111.1.111n■ 11111111•s.Ilnt•>••i111arrt'I111l1us NI■ Immulonnumminumwounnamis I•o■•1I111l111111•V‘ISIIInmgEINI■ INNEN. n.11111�1•1•a11111mm�n�■ t• •L�+ ■ ■i ■1111.1n11I11Illlls• ■ •luvillIn11r•/n nnim••■ r111•.nlemumm•e■11n1mus•■ �• .rem 1SIIWllllls•11 ! •miti111Ur1•!�:.03/111111 IEu.1/111•11111111niii1..44tli•11■ 1111111••11i111Ir•1/111innt oms •••.1//11111101•11111111111 INI•■ mm11n1im•ma11Uum mum. so• s. ,111�•�1111111111• \A Noun/. /1111-1 moninln•t \-■ 1111111•■ i/1U1••i111111111mt• ■ __ ■ IInI.I•••11111111uw a 1111 / / /It�t�1111u1'a�/�. aormnAlnlmim•I.1111111iomms 11111111..71/11111111.1111.111111!'4 till /MN •••11 1.1n11111.1•1.111n111 !i!�■ =1�/ ■III /I11�••u1111M1�II•I�. ■1 ■■11111•111111•r1111/110 MONIM 11111rNIn ■111! ^II1111•in■ •�••111/111�•1.IIMM :1 111s1111111 r• s.u11111.•r':s111111111/1•■ r•111311111 ■t/ iA11111111■ t■ ENO■■ / /III.1IMINNE IIIII1IIEM r•.1111111r•!'111111111fi•f>•i ■1■ ■1/111111111N•1IP 8'111111111111.IN 111•111115111111111. - 1111111111111111111111111111 •s 1-►iiit ■11111r•I/1 111.1s11nllr.11s■1111111W1 $ 1.1110■111111r•/1 ■1111nn1/• I� ■A11111�■1 ■/ 1111111111ISMIN 111Mt!•1//11 /11111111IIII■•■ 1111is1•/s ■ 11111u111aNB ■ •!• ►711/111• ■ ■111111III1••■ No mpo ullin11s>••/■111111n11•Itti11 _ li sm :e•11n11•>•sl•1111n111111ss1■ t••. r• 1INNEWIIEM uIINIEHNE1 rr� 11••• ■11111t•••/1111111nn1••I sr w.■ _ 1111111111.10: :4Iu111NIENIEa1/111111111sERN r•.liMIli hill V11 /1111111■•. srr•l lnllIsslr /. 111111111 ■•11: 1•11111•.1111111r• ■III • 11 mom a111u1 own s111n11111 s/ X11111 ■ 1111I111mo t�•MI111U1.»� /■11$IIItill ■•11 Earth Consultants Inc. Dutch Cone Log P- G6 Friction De to Rotio mews Foot ion too soo CO • • • tt s�11ii lurinnme ritl....11 rusaurno NINE NMI II In d - -ir ■.s+- = s.1. b'3...■ 111110"..211.11111 1- •/11..11// 110..11.. ■hall..■ .•P311■■ G:A11. ■t♦ !•111■■.■ 7.••••■ 01/•.1111. 11►U1..!•ti •u.an. amass ■rn■..s■ Sass.•. 1.s ■ ■.11 11 11111•.■ ��\1iiii .►31.. rmsumuu .'11..... 'U...■ is..... i1....■ 11`..11•■ ■.►]1113.. 1 /.J•.1111 Ea•s..■ [a... ■■ 7t7..... rimma ■lI ■•11■ r� ■.11■ c'INEN11■ ■b'i ■1111■ 111..... • \•11111111■ 111:- 1111...= 7 ■nar:t■.■ E %.1h •■ ■.D7... ■r/1.1111■ 1: X111111.• 111N.... ....�R. EN MUM. ■sa■I•IN. .s•ti• ■ R s11.11■ 111111511■ SE NUM ■•71 ■1111■ ■r....■ ■ C ■1..■ ...... 11MNO.■ ■...... X.1111... GEOTECHNICAL ENGINEERING & GEOLOGY coil Inlupntolion Elev. 7.5± ml sin ml ml gp Proj. No.2579 -1 clayey SILT with sand lenses, soft silty SAND to sandy SILT, medium dense to dense SILT, with clayey silt layers, very soft to soft GRAVEL, dense Probe terminated at 48' below existing grade. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDING A KING COUNTY, WASHINGTON Date May ' S�Piate T Caw Penetration Rotslonee - Ton /Sq. Fl.- 1 s q PO PO ar•.■1111111111111••aa.1111111am■ 11111111111111111111111111111111111111111111111101111111 �� ■a II111R•m/•aa11 Illilla•■ ••a/Illlta••alIIU�ln•■ a)••.a11111m•••aalY1 �■ r••./1 /11 .••Rt1aa11umua RRa• �.a11111iRRi11111Rlaauutlmu aaal•ma11111m•a1.1 111111111111111111111101112111111112131111111111111111 a1•Ra ■ /IIIIA10111111RRWIHMS ■ .•mlma11111 .11111•.1R11u11• = a' �••aluili��aa•IRI1111n11a ■ a•t •11a11111aR•70111RR1111111111111 me■ a millalMrull•�a1R1 %UHWR�m 1a1ai.IG.::/111=•R1aRI1111 n1i1t1111■ a••I•.►1fluI •.Ra1111UUtm•a. 111111/17:11111111M1111111111111111111111111.11112111111 ems �.�• ■Illlta••1.I a1I.seauii11m••a11rutlmit.•a Nollr.:411118111.1•=111111.11 NM MOS mu 11•111►`:.111111••1111 MRS I n a1.11111110Wa ::e`!..11RR111111121 ■•■ aR• 111.a 11111 •—ri: i mai lmla m ■ •alinaMM11aaa•eeinek 911MIIM■ 1•allm•111MI NINI• IIIIIIINIM11•■ ta•aaa ■a11111•aIm•a III1 EMI= 111 MIMEO 111 RIM MIMEO a•aRma 111x11•• aI1 411101 / as ■ 1= • =.r:iiiw,��.a■uilaill.!•u ■a1lul11.1tt11iii= x 4111• •■ ata•1a.a11111r••aau/!1111••■ x•..11 nu11a. RR.aa►• 1l nul*l• a aaa11111 ■lluumllan/Abr. 1t■ Ra • ao11111 =a/ alliemi'r __ ■ 11111 •aaa11'•►Q111•./•• ■a1/111RR..aaaaII' wn aka 111••aa 1IU1 Ra.aa•a aU'r.atlllm 1.. .aa••lI1111••a11/0al =mom aa11111lm••au• 'Iltlllim• = ••a11111••a�iilu.mila•■ aalai i u1t1a1•.01, 0111111211/ 1181 11 . •1• ■a11111a111111•a11Rit :o11111I11•a �mlmar1111aam1•m1 max ••1•I ■ a•111.1111111a••al ■ a •alaraaluulaaaaamaaunnni�•.�atl ••■a11111a••1•aa111111111! I aaAr■ 1i Iiememeemenume•• Im•a �m1a1111a•m/■IR11! ■ a1 .Raaa11111aR/m'i ■em• maal•I.a1I111a• ►��ma�lut12t11. •1•a/a a 111111i11a t� t aara ►•�:w.rlllla�rmlatlulllllm a• •.■Iri.''!'at.1a ■alllll1111••III a••.'•Z• 111.••maat/a111111m•■ Ra •I?rial /111•••R11Ia111111at•■ IRa/ 4•saa1I111aa.11111.aa111I1111I.Ra• emi/•r aa lllllm••ma111111111 mf•r !� 7••R rlrtt•IIIIMIHM111111111• III I Rat '•311.11I11I11111111a.alllilillltmMI aaa'•ala 11111111111•11111111111111111111111111111111 1•■ a•l�7R 11111111111111111111 M1111111 •■ HIV •111111ar111•11I11111111•am■ IMA aaallaliNora•ma1111111111m= 111•11•!]a11111•••alt11111111a•■ aaaal WPM. 11111111111111tA11111 a1111imIMO R•/. *i 1111i••a11a111111111a •■ ••IaaulHmle•ma111alililim•■ •• taallra aulnlma11a11aa amaaoala No •aa/111111 ra1.11111111111ia • ■ Dutch Cone Log P•- H2 Fr iction Of to Polio Meter* Feet 100 eo0 soo 4 0 o • e ■m.mmma mm•m ■mm /. a.aa mm■ /..11111■■ /.a111//a1 •.•n/am muonamme C'atmar.m 111111 01111111111111 /•a1r a1.■ ammonium •GVaa■ ■ er.7amm sumouniem ac•./.■1 r..ma•am n leaam. Rr�lam.. ranameme clmmmmm■ tf•••••• :lmmaa.a _'�a•mmm am o mall ammo• -_'a■ caiman•■ sAniaaaa ril ai m 1 La.mi/m . a.�aamaa rl..maaa vmm.a■ i lamaaa 'Ia.maa■ tl•ma■■■ 1<amaaate 1i /..•• . llal•arae tl..■■■■ allaaaa i *m ■ma■ to ma.aa ■maaa. i :�..maat• Ca..'.. ■lam ■..1111 t I1au.111 auml at�.•aa■ ■a►3aa■ ■r.4I1//■ /_ as ►"aam ■i llanie at laaalll ■a.■■/■ ■amaaa■ ■a ■ ■ ■ ■a. aaaaaaa aa.aa.. ■ a.... GEOTECHNICAL ENGINEERING & GEOLOGY Proj. No.2579 (FILL) Pre -drill Soii intorpretotion Elev. 12.5± ml sp ml clayey SILT with silty sand layers, medium stiff to soft SAND with silt layers, medium dense to dense clayey silt layer at 21', soft SILT with clayey silt layers, very loose and soft Probe terminated at 47' below existing grade. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDING A KING 0 Y WA Data May ' 85 Core Penetration R.iitonce - Ton / So. IL- ! 0 10 70 90 100 !00 100 400 ••1111t1•••t1:I1r1•••1MIMI1 ••• •111111••a/.1111��••11111111m.•t• ••••a•I111m••1111 lulu■•■ a•••a11111•M•• 111 III`�C■ �t1■■un1m� /Atl um lu ■ •••■■11111111•11•r/11•11•• u •1111•••.11111•111••/•111111niu ■•■ �� ■ ■•1111f��! 1 11111••1r111111na•a 11•1111•11••11.11111•1111111:•!1111mI1•••• a• r• • 11111 inii.1/j s 4H•I ml la ■ ■•••.11I.11f41101 1111111111I11111n11 111111111 111•1111111•1111•1111111110111111•1111111•1111I1111111•111 •11••t1111r:a uui1nmll.al■ ••••Ilea1•111•111111•11••• 11••••∎..1• ••••1111111 III■••■ N•1m:11111uimlowspli mull •■ 1•11111•111/4111111111111•1•1111•111111111111111•11•• •11•1•11W1111111111=••■ •n111111l ■tom■ wall••• ryi�•••11111m11 ■•■ ammo % 111 ir! n •rte ■■ 11t111•t/•1V711uu1 ■INI■ a•.■••111.1a•••ANI 1Utnn•I.1■ • a••/■.1111111•111/4•s1111•1111111■•11■ •a••1■ •11111♦1•a117MIR 1i■11■ ••• /11.1••.•11• muM■ a••1•at•nla•m• •11••■•mU511111m11a••■ ���I•'�= �i •••111•1•111•1111111!• ■ � •••11111••ai•tnii7onm•�■ 11■■11111amon•1W iilln• ••1 • n••1 ■a 11111a•m•1r•utlittul■•/■ a• •1■■ 11111•.1•••1111o1.•1■ 1••Aa11Ult.um11111P0■1•■ •11•111.111111111111111111•111111•11111111111111M1111111• •••111•■ •1111•111111t ■•11rr►.:ntll■Mr a•1••1•M11•11• al••0111•r■ IMS •11•1•••1•1•• -1U •11nn■ ••■ ■almilmt1111ll:wi 11 ■1•■ .•••1.1t11lo•MM• h41111111.in■ as ■■11■a1.111ra1111••• 1111.••• immionuunui 11•■11.11.1 ••1I11•1•al ■•■ •11'11111 ■1.11 11•••••11111111111•11•1111•11•111111111 . ,1!11 ■11 1•a1.•11111111•.111U1l11ll ■1•■ 1111•11•1111111•1111111111•111101•1111111•11111111111111 ■ •a••..1111I••• RiIII wr�•as uit� ■•■ 1111► ■r ■: MONNO inn Minn NIP!•A•r. 11•• ■■•1111 rt11 /w :illilllll•■ ••�•a111r �F r ilI1r1111II■a1a 1••111Q� •1/ 4r11111111I11111111.11■ t•11•ro silti••11■1111/1111:11 ■11111■ a>•11ANI111111•1 •1•••111111111•.1 ■ imi -amom in1■1m111t11iuii .1■ 11.11••l i; :;41♦.1■■•111111111■11•■ •/ :ii/1ttimuniu11111WIIU • 11111111w uuu111a••1.1•r111u111■1•11a ••11111 131 11111•x••11.1111111. /■ MEOW 111111111111•111•11111•11 11110111•x!' a•WAIII1111a••11. ••1. • •■PMII1r1NI••■� 11n 1•■ r1.i.�1r11111>�r■A11uiiii 1 •11011. 11111111f:11■1•11a••1110•••1•111111•111■ ••w4Lva 11n1111•11.s1 • • t1•1111111L'1iiin il••11111111111 ■1111 1111•Mmili111M/• ■1111111f111••• r• ■111 mia....!1■1111111 111 ■r ••11••11111111••••■!1•11111111111•111 1 ..1••••1111■••. /r111111Iri�r u 11111.•Ca�t111•• ■■ ■111111111■ at ■ �� ■/11111�� ■/.11t11 ■A 1111111.111111111111111111111111111.11111• 11111111111111111111111 Oniallfill1111•11111M1111111111111111111111 Consultants Inc. ■ ■] •••■ r■•.•.• I.111.a■•• '••••111115 ■. •11.4311.. 1•011•10.0 ■.1 ■a - �.11■•al Lw•• ■■■ ■I.1•.. •• ■P ■IU•.■ /1■.■■ r ••a■• ::1•.■••■ R •••.•• •2•1111■• 11■••••• . ri•••••• 6 ■.■ t a••••• 111• ••••■ •. ■•■. •■ ■ ■. •■ • •r am•• IiU■.■.■ tl•••••• [ 1 ..... ■ ■] ••••• rl•■•..■ ■7 ••••• G!t1a ■•• ■.1 ■.• ci III ■•a■ ■1 a ••.■ EN MINIM •1.•■ •• IN Somas 11•••• Ns ■■ a MR 11111•N ■i 711 ■11....11 _•••••• ••••••• •••••. ■•...•• ■ ■■ ium• ■.....■ /•..••• GEOTECHNICAL ENGINEERING 11 GEOLOGY Dutch Cone Log P- K4 Friction De to 11otio Meters �Feel • e Q Soil Interpretation (FILL) Pre -drill SILT, very loose Elev. 12.2± ml sp sp ml gp , sandy SILT, medium dense grading to very loose SAND with sandy silt lenses, medium dense to dense with clayey silty layers at 13' and 19' GRAVEL Probe terminated at 47' below existing grade. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDING A KING COUNTY, WASHINGTON Proj. No.2579 -1' pate May ' 81Piate 19 Cone Per4Irolion Rn tone Friction p� I -Ton / Sq. F. - Ratio Motors : $ 10 TO e0 KO !00 100 400 4 S 0 ■111111����111111nn1�■ ■111n1.1■�111lnunn111�1 NM ■111111 11 ■11111 1 �I• ■111111�I•St 1 11moo •1•1p1PSt nIm• •••• Mm•I•II 11•111II1•1•1•1E1111n11n11•1■ 1•i!►a11111 im1•am111unInn111.1 t ;!■/11111111111111MIIIAI11111n1I11111•11■ t LIIIIII 1111•11111.1111111mn1•111 NM EN MI II iWra;... 1nn111UM 1111•1111•1.11111!•/! x`1111111111111.1 Il•I11111a10 lINI111111111111 ■111M1 t r1■11111.•11111•1l111i111111111!• ENIR•�11111111111111110111111111u111 ■11•111 1.11•ran.u. fm111111n1111ss■ ;.:.1i1 tamm1111// u10m a fignowsmarnommimaillill MIN suannummum Ilmo1■1/n1 I! ∎111A1n11 ■•■ 111103111111111Eaur111111111Q1n1RIII It•il•rn1111101.1•111Ewi 411 I•�1 ■1n11��55vl t611r1 EN u1M1�••iuIm MEr ��,1 _ sols1111■S■r11111111nmrMEIN NMI NMI 1 •11011l11111111111111!•. ENE IMI1111111 EININWiMIMS0111■•11■ 01.111.1111.111111111•11111111111M811111111M1111111111111 r�1111 11�5�!' `11111111111 NINIIIIINrnt• ==•a/1111111r11n111111111111■ ��aa11111�i �1111111n11�■ ��1115111��•1R1 ■e:�1111�■ ���.fl 1mo�a 1 n siumi�ii I�iiuiii i =1:3111111'11111111111111E211 1l■m1■a11111>•r11111tr111111PA a 111.111111111111111•IlMMIIN .:011111111111 NINININII1IINmisra x.1111111 nt1 S�1■ 11111 \r!`!11.111111111�■ � ■151111 `�151!•:�'I1II11 � 1111111111011/11N •11111111111111111•1 INININEr ms11q��1111111111111�11 I� :_.�CCi.�1M1CC:C1 1 w m a1n11 1111111111111111uuu•11111■ 1���]1111 imr di/151/1 I1111111111•11111111111111•■ � W�11111111�•11111111111111�1 4>111,111111�/11111111111111 MIN x.1 .a • nii t� 1a111111n11. O �.�']l lit 11r111111r1E1111111uiii ■ NMI 1,311111111111111•111111111111111111111111111111 �.■ 110111111111111111NE11111111111111t11t1•11111 11•111-]11111111111•11_••11211111II1111•■ 1111111 ••••••• 1 MOB um • 11111111iWAII11111IIIIMINI1111/1111111111111■ MINIW !.11111111•1111111111111111n1IIIIA milmai1.51s1rotommos11111111IIIIIII MIN1! iull ii:A1111III111111■ M ■ MINI 1111111111•111 F4111111111111111111111 1 lam_ /1 /5111r•t": un11ID1_ _11.1. 111111�1/1_�II11111111111111 551 .5111101111111111111111i•'111111111•■ MII1I1 ■IIIll 1 IMINP31111AI1 .1■ 11111•_111111I •NU■11 JI 1111/ ■ a 111111�•11[ ►I11 �� 1111111•111111111/11. a 11111111111J•1w u111111111.111111113111W 11111151x■ 1•NI1.111111111111111.11111IQ!'IIIII//1 Earth Consultants Inc. GEOTECHNICAL ENGINEERING & GEOLOGY Dutch Cone Log P- 101 111111•1111 •■1•••• . ■1..11■ CI.1 ■... L311 •1111 /L111r111 MINIM !111!11•■ 1171 ■111 h 1Q911r■ 1711111111111111111 �Ii11/1 ■11111g 2/ imlm■ ua11■■■ Ligiumum 1/71411111111111 •1111 ■111■ 01111111 h'711/r ■n an1111 1P_111■ :/111/ /1111 . e a1■1 LINEN ME 111:111111•• ■ q■1/•111 RE1 ■11 111■■ 1111 C ull'/■ norms I J■n•• ■1 111111■ mama cl■ ■111 1■ ■1 ■ ■■ L�/ ■11■ ■E ■ra11 ■111.-:• 1111rasin 1r111■ ■r ■1! ■■ ■1. 1■ N ■t 111■u1 ■1■ •1111 1A1111■ 11/ /-)1■ 11/1/1■: 111 ■11■ MAP MINN . IP JIM OM ■I: •1111 r.•••••• 11•11•• :11 •11!•• . 11/11••■ uaaa.a■ 111111• 1111 ■1 /■ I]■ ■111■ 111111■ 1711• •■1■ '11111w I] /1.u■■ 11 12 14 IS ermin sm ml Sp ml gP (FILL) e a e ow exi ing gra e. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDINGS B & C KING COUNTY, WASHINGTON Proj. No.2579- Soli Interpretation Elev. 8± clayey SILT, very soft, layered with silty SAND, medium dense SAND, loose grading to dense silt layer at 22' becoming medium dense clayey SILT, very soft to soft GRAVEL, medium dense Dat May $ 85 Pinto 20 Corn Penetration Reunonce .Tan /Sp. fl.. t e 0 110 •O ramm■mina■ Jinni tinnu1■■ ni SolimoommuonlinlnIMMOSIN 111111•1•1v111111111111Im /1p 111111 ■I■■ �/!�II/11�pmIrnuIu1`I■�■ w1oommon onlll iooi smI•n11111■ESSOlamtln1111I ■ emu 1•"�`N11111111110/Y■•t111u111■11•1■ 111•11 ■/1 111 mt1.1nnnllnll■ maig-m111111inilM•nollall za11111111111■11111I11M111mn ■u1111111N1 ■III■ ■ ■rIn11111 ■110■ IIIIIII■11tlsii= t1 I/1 /11111■MO■ 11111111/1111■.uuu '•JIn111111 ■1111■ ��� ■■lll�m� ■u111111111nr■ .ii n■■1iiiiin nm. 111.1111111Mnirli •11m11■1111111a111■1111■ ■ ■nWmm m■11m■It■■■■ ■11111■15■ 111111 1 1 �t■: 7p 11111■ 1M ■ 11111111111.■ ■I11111111•11111111•111 •9111 ■1111 i sm %Up�wio;liive nwmo i� :nmRi■�i �11H111 Imus■l■won taus INN mosan -u u sirllnllnl■m■ m 11 anlltl�t•tltm111 mlt■�■ •••111imimn■■1111111n■ is Mum ■annmlt>iMoon .i11n111■o■ inniam■unsmore!!n/tltn Mils MN �15a11lt1�1�a sum um. um PINInm■11u. '•I/11nnnii•oa malino■r 111nI 5�5In •�nnn11115r■ >♦>♦■ II /11�t1/ +.■IIItI1111>m■ = ■i1111111101111@ii■11t111nu1■I•i ■ ■111111■��� �1�11111UII ■�■ � SI■ ■1111115 /■nle!�41np115�15 •UIH1■�mmtlll� a91I1 ■�■ •••IM5■.11atoruaot.4.2nnli115ria � � ■tlllll'�'� ua1111I111111I11 ■_■ ■ ■1U1 ■�■ romaC:s■//111111111111111111m ■■111tI1111 ■.m• almammo onlimm aml amainall . mon■Jaam11111111MINIMIN111111,1111111.1111 illiall= Rs.- ::1∎11namnau1111 ! zis1I1l11imm•1ltll/IIIIfI■1♦■ �� :1511/1 IISI�ra11111111iama a. t! _ *.u11ntltlmt■1IIi1111I ■_■. IIIINE. ■ p•!��11•Ill� MIIt•]t /llll1111111/111t11111IIIII ■ �/ fpu111155151a llems1111Inm■ E ►4■■I1t11���■I111111111U 1 ���71111111■■1mYfI111111115_■ aE! ■t 11111 �m /■ ■111111111 ■1•■ t !!1•x/111111•11151111111111115IIII■ t>t ■tI /111��.tII11111111 ■�■ IIIM alli■INI11l11111111mYI I111tlllll■ 1• ■ a■atA•N111111111115•111a1111li 11111115 on* im/7RI11IIammUuIllllnllln -r sotrit//111m•/tlllllllllluu ■••5►, 1•111N1•1•11111a15 1111! /1111115'• II•s<it11111ams■tlllitillll11•m iMust mmil11IMr5A■11l1 01.11t`]■/11111011 ■1111■ sose■L•o ■IUImmoormoso /1111116 ■OO �t]iu11I1��ai.111111111 ■t!•■ •1111aT •►] •I1111•••0111•a11111111111••11• 1111•111•111••111111111•••11•11•1•11111111111111111•111111 ��■uui1�.aaI1 /1111111��■ Earth Consultants Inc. Dutch Cone Log P -102 Friefen Depth Rome MetetsIFetn X00 1 •Lb •BO • • a ■rals■na snoommon mimosa swam IIIMILZv• 1111■ ■11ial 1111■ ■ l7/■tO ■L•■11111• 15•.711511• ■G•11■■■ woommos I ■1111■■■ ]1111■■■■ Lumrimi lanairann ■v :im■■ .1111■■■■ t s11■■111■' L'o■p115 1511.7••■ 11:••■■• fii.. MIR ;•11■11■ 111 *•1111■ owa15 ■aa t7■.a ■ ■ ■ /.a•■•■ •11••aa ■L!111■1■ ■�/ ►tea �:■SI••1 •15 .1111 %� ■ ■■ 11/15•1510, t 1 ■■ •1■■ ■■►a■■■ ■111••■• 'ransom 11111110.:3111111M s•■■■■■ ■t ;11■111■15 ■tl ■111111N 1111111111••:73 151i■mara Stamm ■ranons a•a■a minims 15ou■■aa ■ SW:311■ ■[/15 ••■ ■■ ■1112= ■UU UU■ ■a11 ■aa■ GEOTECHNICAL ENGINEERING a GEOLoay 12 IS Probe terminated at sp m l Soil InI•rer•tohon SAND, medium dense Elev. 7.61i- l o rganic soils with sand lenses clayey SILT, very soft to soft sp SAND, loose to medium dense with sandy silt lenses SILT with clayey silt lenses, soft gp GRAVEL, dense below existing grade refusal in grave DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDINGS B & C KING COUNTY, WASHINGTON Proj. No.257 DIt$ May '85 IPlat1 21 Cone Penetration Resistance - Ton / So. n.- e q ro so 1111111111111111111111111 •11111111111111111111111MBILINI ■ 11111111111111111111111■11111111111111111111111M1111111111 11111111111111■ ■■1111 =ma m1��tIlln ■w■ 1•�UI IIlltt�.t■NIMM •11■ NMI al 1111111111111111•11 1 MIM •■ �r11n.a11n1■■I■��.mnlml■.1111. 111111•1.r■■11111r•1111..11I111111■• �■1111111 ■vJ!�%!1 ■ fit•11■;0111.11111111In1INl■M■ worwswillinim■ ounn1 Innwom min _+rm■ 1IIO1IIIIIIIIM■I11111.n11111■ i iii l i i l ■ or on 1•111111.0 111�.�1 ■1111fl111■�■ �i■11111���■II■IIWQ5 . 111111111111111■■11 - :.7.7•\111111• ■ ■IIIUNIO■1111111■ INI/amtl1111•1111•t.■■IIIIp11111■ ■!R!r■■1111■■■ ■11111±11■flni■■It■ 111111111•11111■. 07■1■1 ■mnnasa■■ 1111111NalroniI111111111111111011111111111M11111111111 1111114.:_eP...11■m■.nf rrrlan flln■ •■ AlinlimanNin � ■� 1x/111 �•� t11r'4`..1• � ■ sima■ialt nun imumwa ^1■IMI ■ 11•11111111 ■■ 111■■ ■�mi■1111IM 11■�■ rat■ ■I � 111 11111111111111M .�'ll■�■ mior■■uU1i■■■e■1uaiv ♦111 ■ NN■ ■11 ■ amIlInl■1m■ - Hamm■■■■ lMi■eukr ■Itt>UMMinUm■•• 111111417.101111111111111111111111111111111111 llnm. . ■••11•■■1111I1t111111111111■I•.I.11ill.t11111■ . 1��riiiiil ■�i.ii1111 11 nnu a 11111M111111111111111111111111•111111111111111111111111111 := w■u■nlm.■■■Iinlnn■.■ 1•511111•111111•1• 111111111111111111111111111111111111 tillE � ■11.1n1minamll1.1>tnnl ■•■ i l■1■<.Ilrr •1.�■ ■I1f I Itlll■ tom. 1!■..UII■■m11111ml ■.111111111..1■ ti ll ■ ■ ■IIIlr1�1n ■■ ■111111111 ■.� �■■ 11111■■ ■1•■Iu 1111111. e�1111■■ 11111■r•.*I ■■r•s:!e■.1111euesinl11111■ma 1•111111■ti:11IIIIII•■a■1■111 111■• ■ 1•.■■II1 ►n•. ■IIII1111111■.■ ■rr■■ur I- tills■1111UID -m■ 1•1• ■ ■I11'011.11••'■U1111111■.■ ammo ■..1111 ■Its:•'m.m1.11111111nt�■ •10u■IIlli111111hw■ . 111n1■ . IIMI ■ �� ■ ■ ■Ulllmr"t`■Il ■ 1ll /1111111■ MO IMINIMAH10I1111•.11■■IIIInu1■.■ ■■.m1►1. 1111111111•11111111111111111111111111111111 IN ■ 11•01111111H. ; !!�i1. ■■■11811111■•■ IN11111111■.a1111am■1■1mi: %x/1111111 ■t= ■ MEM U11111111♦. ■.1 ff,' MIIIII1.11 •111111. ■ ■ ■1111111111111111■11.1111 �� ■ ■ a111111111111111111■ra111191 * ■ 111.•11 ■11111 . ■ ■11,0?1111 ■.■ �. ■111UII��au■Ilnini, .■ t.■11.■ ■ ■ ■.1iummil earsi 111111/a.m 1111111111111118111111111111111M11111111111•1110 ■. x.11■ 111111•/ ■■1111111111■ /■ ••■■.Ifil•Imm R..IIIIII11l.■1■ x.11■ 11111� ■ ■/1111 ■.. ■■.p ■■.itllmm■IA.UIt 1 m• ••■ ■11I.I■11■ 111111.111111.■II1111lDII ■.■ __.ol1111 tom•■ ■1111111111 ■.■ �� ■.1111 ■1.11m1 /1.111111111 ■�1. ■■ imm111fi1■■.1111111111111111111 11 �.i.IIrt1.t�.■ ■IIln n111■.■ Dutch Cone Log P -103 Friction _Sae_ 3C0 403 • Rene 0 Me1ers Feet = , Ammo■ ■11111:.11■ ■■■■■►7 monimr ■■■■■i ■.•1■■ ■■mints IMP MUM L *Uua ■11■111.4:a c" i ■L'!110■01■ Fad /1111/ II■■■ ■o■ IN ammo* Leine■0 a1U■■■11■ ■o■■.11 . omPa..■ r�■■11■■ .: •■■•11■ ■11111111.■ ■ ■ ■mm ■■ .111111.4 2 ■■111■.■ ■ ■t ■ ■ ■■ 1111■ \11■ ■t�.ts11.■ t�■■■■■ ■►.alms 1•.■..• Il ■ ■ ■ ■ ■■ !i.....■ - ■ ■ ■ ■■■ r102 .. ■ ■Mo' M U7.11mUu '1■ ■ ■ ■ ■■ [ MUM ■.■ 'I■ ■ ■ ■11■ •gym■■ ■111 ■..i7 ■ ■■ ■111ts.■■ U..•..• . 11 ■ ■ ■.w■ ■.11■11■■ ■ ■m...• ■.1111■.■ ■.1111..■ ■■■ ■■•r 15a111.'.11 ■ ■ ■■ ■. ■..m... ■...'.. t2 14 15 (FILL) Solt Interpretation fill and organic soil clayey SILT, very soft 11 with clayey silt layer at 37' soft Earth Consultants Inc. GEOTECHNICAL ENGINEERING • GEOLOGY Elev. 11.55± ml sm sp ml sp clayey SILT with sand layers and possible organic layers, very soft SAND with gravels, medium dense to dense SAND, loose grading to dense Probe terminated at 42' below existing grade. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDINGS B & C KING COUNTY, WASHINGTON Proj. No.2579 - Date May ' 85 Plate 2 2 Corn PPMtrotcn Flosafonu .Tan /Sq. fl.. • 9 Ill ro 90 �It■ ■Itit �t ■1■ rnmmm■ ti■ . a•11111��.I.I11•11 � 1 1 n � ains ��ii5iu��vI ■r1nl ��1riniIRR11�f• Man NMI IIIIM■t• ■ NUM MINIM• 1••••. ■tI1Mimmaroonon n ■1a■ --.. ■rout•r1- 111 .&Mnt ■1•■ ��!• ■tWll•_ dism•nI11u1nmielo � .M!�'�r.�1111�r�!>r11111I1f111�r �t�■■ultllt���■■t■tllniu■�■. 11••••. ■•111•11•.•1rn1111u11•Wl ••••■••••11r••••••1•11111I1I ■1/■ �..�n■ ulNI•1•1A• 1•111•1■111 MI sonnn■m• lomar■■nummlo mIrilullnlmla■ 11••••■N11t11milimrillialluniu111.n■ 11•111•11/•r11111111111r1r11rn1nn1111fr>1■ ommunionommimmonituni 1mmau r®a OWN MR 1ml• ■ •■ 1 •t111J•! �!7 ■ MUM UM= • .__r�■sm•••1•1•1m n1181■ni■ wiwa■■■IIlt1I11•111••.rrnnuln■110u A••11g••••t�liii iii . 11•10Irt■■•llnM11t■t■■ 111■m■ !ilMstn. ■ ■t1111.1•01n••WIIlllr . N111111I11111•111111••rtiilrnmll/1111■ tAtn■Ilt11t1tm■n■■Inliirn ■ .immelownlimilumaimlunnioni . �trr11111111r1•�.ir na n llf11�■ :7i. ■ ■ inn swil.. ■ ■1■It11111a all1111111s ■111n111•1•1•n■rrnt11111I1a . �■ ■11111���•r1111111t1.�■ • E. M1111111111//111M111111//■ •`1111 11101111 ■! ■11111111111■ ■ ■r! t111�rt.r■Itumii.�■ rm■r!ft11amt■ ■111 ■1111111 ■ms■ �!n ■r.•� - via imir/n■•ttllllllifnm.■ � � 11111111trnii:L`1r11111111Irf�■ t/ ■/1t111� i i t/IIIIIIIaN•■ ri111r1r■ ■1111If1r4:1■a■ ui111I1111nr Ill Imp. ■ 111 i /•!t /• ■t111ff1I11■ rr1111111i L ir111111111■11111111 �r1 111/1111f■r>rli,�l1 11lINIM■ X11•. ■1/111it•��L•`•r111111 11.11■ �r ■11111t�/!t!r111111t11l�11 •111.M111111•1111111/" \111111111 ■1111111• i ■ ■fttlll ■R!JIIIIIII ■�■ r■ ■ u■PAIIIIIII ■EN• imams 11111111111111111111111111M immiiiimmummallssumiumma •11r1111i1111111ri•11101111111 ■1111■ N.1 1t111��•1•r ".!iilllll��■ ■111111111•11111O111rr111C 111•11111111111111111111111111111111114111111111 1 ■ ■rIt111�1■n•rl1u:;ll /.�■ t�11111111r11•r1 /1r11111illlrl�■ �■■11u1�.�..rniunnl■�■ ammo /111111111111111111111a■■1I111Witr �■IIIuIrl••■■r11111IiIJ■ /■ 11111111111111111111•111111111111111111 111111111111111111111111111111111111111111111110 mom 11111titi1■.■ ■111111111 ■�■ 1111■11111IIIMIIr!■n1111I1111■1111■ I..rltlltta•� ■•111111 Nllntnr. t/C•unii rllr ■1n111111 \�1 e ■t iliam mii Mina lin t ■ •1•U1111111•1111111•.■ ■111111111.`III nti1Mil/MOM 11 011111111.1 Dutch Cone Log P -104 Friction D• th Plano Ue ers f••1 K1D P00 •00 400 d • Q NUMMMI .t■.t11.111. ■■■■■ rn 11111■ ■ ■11 ■ ■ ■■■ ■■ 11.....■ apainoom r1111111■■■ ILI 111■■11 1 ■A.■■ ��■■■■■■ :I■■■.■■ 11 ■11111111!1 E1 ■rl■ ■1110 r..mr.■. 11111111111111 1 ■11 ■11■■ 'I■.■.■■ 11M11■/■■ f1■ ■ ■ ■ ■■ '1■■ ■1111■ u■■■■■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■.. ■t■■ ■■■ m..o.■■ ■ ■11■ 1111 ■■■ irm moms. /■■1.m11 maw ■ ■■111■■ ■■■111111■ ■U$■■■11 A■■S■■■ 11.11■■■. 111ma■■ GEOTECHNICAL ENGINEERING A GEOLOGY K Proj. No.2379 -3 Soil Interpretation ml sp (FILL) Elev. 12.29 *_ clayey SILT /organic SILT, very soft (soils too soft for proper reading) SAND, loose grading to dense Probe terminated at 40' below existing grade. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDINGS B & C • 10 .. . • • Date Ma • 85 Platte 23 Cale Penetration Resistance - Ton / Sp. rtr. - ! I 10 !O so x1111.■.11i11rrrnsinu1r1111f on mianos 11111 r�r� ■ ■llii nm■I■11. 11111111.■.r1111111111RIRi•1■I1tt111111■i•■ ��a11I1111��►111111111I1111 �■ x1111111■riillrrtAI1.11.1111q 111• !•rri ■11)111111. 7 /�unl1■1I■ 111110.":... nn! i rrri■ ■ IlllflMrir■ i ■Irulun ■ MI■ t ]II ■11rii11■rr/11.■1I111101.r ■■ t 111111111111■1111� ■11111 IlUM111 r%7■.r/Qir�r�11■Inlrmar1111 x1xR.Iii111111.x1..111111Hn1 MOr IMO rf111rr1N■nngmRx■ 11110111111■11IIIIIr .11111A111111M1111■11 rx11.ri111 /r.■ 1xr1111r1111!•x minilllll■m■ x11x■.f1111mmx11111Q1nrna .. 1111111111111•.1101111111111r11.11nUMWE•1111 1t �7 ■1111111■r■■�111111n1Np11x■ 11111111111i0 ■Iraq numa rriiAr ■/)10 - )71/ / ■ ■1111MRSMR ms's: �IN 1r111 MO MN � ■11 1/1111mra■ 11ua.11r11■ 1111111111.111ammo rr ■ ■I1iinunsi•■ 111 mat ■ iii m ir ■ il i rOuum ii 1 ■1rr■11rir11r/xri■■nnnla111 i 1111. 1111■ rx1111 1rm11M1111 IN 11•r11 11111r 11111mux111111nnmli a �r11.11111 x1111■Ilnnl11111■ 1.11■ii1b> >tA1111..in1111q■•■ rx11./114c 1111111x11111111111111H411111111. . 1111111111111111111110111:0111111111111111 unnim ■ . w. znililwoU1111111iIi111 ■1•■ 1=211.111r1- aluIwfflIu a 1111111111r■1/4 :;, 01111111111111111111111111111111111111 11111111111111111111111 ii:i \/1111 ■11111111181.11 xix ■.11111TAIRIxNm III11IIII11x. • s � 11.I11 1I�1: �$11AII1111111■�■ r ■1111111Me 11111■ ri11111111111!■ IMIUMI II M 11 x ►.• 1• ■.111111111 ■ x. 11111.•1111111111•111111lx11111111111•11111111 1•111111111111111111r1 ∎11111111111 ■i•■ .1111•11 ]III! 11tH■ r• ■ r1��11111i111r� 1111111111■■I111111.1111Ll11 111111111111111•1111111111111111111011111 •liilltlil11 r • 111111111111111111111111 _ ■_■■iiiiiiii riu RI • 1111111111111111111111111111111•11111111111111111111111111 RIM 1•.■ ■11111111110. ■■11141111111 ■m11 r.x1111i1 11x11t1111■• ■111111111111•■ x1111■ ■11111x111111111111111 ■ MINI •I1i11rr11r ■/ ■11114111111 ■ rri.11■ iiiil1111111111111lr ■11n11,1H111IMO RIRr11.11111IIR1111111111 1111111111111111 r■ •111111111111110111111111111111111111111111111111111111111 ��■ 114!!!•.11 ■111111111111x■ rrx11■Illilownr■■111111IIH1 ■111■ 1x11•/ /11111111111111•ti•11//1111t111x• rialli11111111111111111A11111n111H1111!•11 l•1111■ ■11111•••x ■. ,x11111. //111r MIN .11111111II11x• miim111111i11ix/PI11r1111H I r■11s.111nr.111. ■111111111 ■111■ ••1111411111•11111A11r11iu1n111si _._11■rUll_r■t■i1Ul 111 ■•r. im11IC■ii111r•.■ ■.. 1 1111. 1111111rr11fi■11111II1111x11 . r•r111111n1rr.11111n111M x ■ 111.111111111111111111115x11A11111N1111 *1111111 'co too ioo 41 0 • R) Friction Dt Ph Rolm MSIen�F. e ti 11 . ■■1111■■ 0I.11I111■ 311111111111111111 . 11.1171111■ 111111 29a1111 •11.11► =La 1111."4/.11 11■11...11 .11.11.•■ ■1111..1111 ■11.11■■■ ■ ■■■■■i• innunimm .11..1111■ ..1111..■ 11■■/C :ai EMI Mil .■tit■■ ..1111... Iminnumm 11111....11 ..11.... 1111■■■■ ■ ...11..11 ■111111.11■ ammuums x'..11111■ im,.... ominous 111111.11 ■ .rn■11.. -0■111111■ 11•T111111■ rammullani 111•11.11. I 111111111111111111 1)111111■11rr aaua a la ui ■11111111 11111111..11 ■ma..'. ■.1111..•1 x.11.111111 1.....■ ■u....11 ■11■■11.■ ...A... ■111..11■ ■.....■ ■..1111.■ ■111111..11 1111■11.11■ 11111111..11 ■11.11..■ .111111.11■ 1111....■ ■11..1111■ ■S$mmuu .1111111■■■ ..■..•1 ■■ ■.11.. 1111 ■11■.■ ■111111.11. ■1111111111■ GEOTECHNICAL ENGINEERING • GEOLOGY Dutch Cone Log P -105 foil interpretation organic soils Elev. 11.64± sp gp (soils too soft for proper readings) SAND, loose with clayey silt or silt layers, soft GRAVEL., medium dense Probe terminated at 33.5' below existing grade. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDINGS B & C KING COUNTY, WASHINGTON Date May ' 85 Cone Penetration Resistance - Tan / SQ. FL - tt 10 50 4a 100 u1•111ma ■111i11um1■1/>u.111nt1t1•. 111111111.11111111111 11111111111M11111111111111[11111 ■ p � ■ ■I1111���111111 u■•mRmn11uu>•mu11 IIII r 1 � � 111 ■1 ■ nH l 1111111111111111111111111M I N N ■ uuW .■11111 m••1•u1/111111m11. ∎■ 1111111111111111111111■111111111111111• ■.IUjllni !•■ amommilaumwoullunimammom mrl��.11111m��r11 ■Illlllllla�■ momma n011ONIu1•II.I1 MW11111■ u>•m.■11111�mn ■1111■ml1.r■ 111•1••m ■1111111111•11111n ■ ■111111QIIr111111■ r11111mr■IIIII1111•1m•1111111uIllamr u�m..l11Ulu�muluu1111 11mr■ 111111110•1■1■111111111•1111••■■IIIImIlr1111lll 11111111111111111111111 11/1l1•1111•.IN UM WWII N ■ u�m.u1111111 uim•11u1111Y �. r1111111R111111r11111•1t1■1 f 111n1iror mm1mi..11U1rm1ll111•1 ■I 1Uw.t•■ m/.1x111 MU ms1u1•.1u. BRI/ / ■ IIIIIIMMINIIM1111111111111uuu1 •■1111m11.111111■ 111111111/..111111•1111•111I/1,110111• ■ m111alla■Iu1u■11PK•7•.■mumI1.NI ■ !!r'.:.rn,111111111m•111111Uwa u 111101111• _`•►tn1111111111111mn ■■1in11nia m I■�ln.11O,m.1.I1.11.11nrna ■ � u1u11111111,�u1•■11n1m11■�■ mr111111rrrmU111111ililli • �11•.■1111111m11m1>un11m11.m■ ��••1I1111>rmn■■Itomnrmo■ r-.11tai %I IImalul•u/1111 e ■111111 1 •.111'0111• ■1 ■ 1111111 n 10. ■/. r1111m.r . II11- m /1■1111IrnI ■ -. 1•�m ■11ei►��S�/111111111N. ■ u=11l111M7�u11/1r�m1.1u1I11111n. NI III m..hr %en111M11111�ru1111111111.�. IN MI 1111111111111111111111M rut. ■II11Imrml ■11111111N.Mo■ ��r ■I/NI�? ial11I111D11r�■ mum ■■1111111A;•r.111111111111 m■ = mrllmimili 111►eY11111111 ■ m. ■111111orfv∎Im1uIIIIIII/ 1 lomm.111mloo mo■11ii:zoloam ammumu.• I11111IM/u1. MIMI111111:!` 11111111111111111 1111��■I■■1111IIIII.Mt• r•11■ 11 11 11111.111111111111111111111111111111%. �■1. 1111u•1111!•R11111n IIIINI I•NIIMMIIMlrMMINIn■.1111111111r11a rm. ■I11 ummuss.11nillllll.r■ 11111111111111■ ■11111111111111M1u1111111. ■I11UIIlllr11111l IIIIIMIm1111111IIIIII•m.u1111111111111111. u■•u1.1111111111111111mn1 ■11111111f9a1111111■ I1111111111111111.11111•111111111111111111111 ■ .1111111111011m11111111111111Mm111r1N11111a.1101111 �� ■ ■ II11lr.■ ■111111111111.1. 1111•11111111111111111111•1•1.11IHItw1.1111■ 111111111101111111111111111•11111111111111111M111WIIIIIIIN lmum.11111tmm•11n1111111■af■ �ms.iI111m�mulu■111111111.m■ IIIIIIMIN1111111•111111111111111111111111111111111 MNIm■■I■ni■>r■1•1=nn -- .11111111 -A•■ 111111111. -r �11fr111111r��n11111111 H$ 1 __.iI1111MIIMr1.11111111111./.1 11•11111111111111111111111111111111111 o 111 omEN■ 11111111mr1111111r/r1. ■5111111111x1•■ mr.../1111111A��111 11111111111111■ 011ma1111111M111r.111111111111r11111 ul•m.1I111 ■ /.n111m1 /u11 �� *t rm.111111111111111111!•1111u ■1/1111111.11•■ lr1111Wi nnlilli s1111I1111111r1 Earth Consultants Inc. GEOTECHNICAL ENGINEERING & GEOLOGY Dutch Cone Log P -106 roe IOC 400 Friction Ratio Mete Feel 4 I et . �iii 11..11■.. • • IIU . ■I 1111....■ sa ...a. ■1..r/. ■1•11■■■IS 11111111111111•111 11111111111111111111 111111111111111111111111 ...r.1. ■.I111.t 1111111111011111•1111 '.rural 'U.... muns .a1 . ma paw • i.. 1111111111111111111•11 .110111111111111 1...... ■n1n.11 ■ 1i ' i `.1■.. nI 711111MN 11111 ama.. • ■■ ■r. ri 1111111111111111111111 111 osmium 11.7. ■..■ ■rime am r .■11.. u II"... ■..■... ■rr ■ar■ ■■■■■.1 ■U.rrl ■. ....■ m11.... 1111111111111111111111 $11111111•11111 ■a mom swam. U...1.. a.....• unmonni ummusa mum ■ uniumns ■ ■. ■..■ .1..1. ■arum■■ r ■.■A.■ ■...,.. ■a...■■ ■■..... 111111111111111111111111 111111111m111111. 8111111111111111 II 12 14 15 Dejlh Meters Soil Interpretation organic soils Elev. 12.99 Sp 9p (soils too soft for proper readings) gravelly SAND with silt layers, loose to medium dense GRAVEL, dense Probe terminated at 32' below existing grade. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDINGS B & C KING COUNTY, WASHINGTON Proj. No. 2579- Data May '85 Plata 25 Cons Penetration Resistants -Ton / Sq. II. - tt tl 10 50 50 100 1100500.00 ormomi 111ommin■■1ummn•am■ itom m••f1111rrr1iuurruI lmn.m■ :7••nmmilimrru lum•ul• r1111VE. /hill -• /111111 11111111 -■ •1111.1• r1lllr11111111un1n •■ 1111• /.1111111r•1111OrflitRnl•u111 !•-711■ 111111•111111111111111111111 wawa ri11111•11.1111111111111111111111rfllllunr7r '•- �iiiiiiiir_i11�111iii111UMOiir 11•M1111i•= :!Y11r•�1111rlrlimll•ul■ a11111rr11!•11111I11u11.7■ / ■I111ww i•Jr■rllniuuia mi•11.1111111''!!•11111CIInn11111•■ WM' • �r1111. •11111u11ur •r immoinirrrrrllllnmaam■ .!ia•11. 111r1��111rI111I1W•■ 1♦ 711.111111MHIM M 11 u 11 u1I I NI MO 11rr1.11111II111/11.111,11110,311/1■ �!•r 111111111111111111MISPON111111111111 X11. 1111111111111•IIIIPV∎11111111111 r ■ NI 111111111111111•11011M13111111111111111111 �ziiii 11t11•m11r r u numa r• ■ Norimu 111111I rr111111rrrO11fWR $ r>/•3•■.11111•111111u11■nnnmar■ 1111•61111111111111111111111111111111111M111111111111 1111W:3•in111111111111111u11111111plll11r•■ = �■.1111!••1111111Inllina u 1111M1 !,u•futrl11111111•111a11111Slim11111■ � •3• ■.11111 rr��u1111linlln� 111 r �1111111111111111ru1111111111nur•• 1111•• 11.1111111r1111rlurrllllmn11r■ •/111111111••111111111111•11•■ 71m1111mmomm11u nininnrlm• %11111m 111Immuraullulnums �! �r•i11111••1111111101111111117■ t•'i■ 11111r•R11r1111111n11�■ � •�r1S�1111r ■r11111111n1r11•■ �v:•• •111• =1111ttI111111nu n 11111111 i1.1mf111101u11111r111111111a11111■ 1111111111I•J1111111111111101111111rrr1111n111 ■■111 ro•:11itimiimiA r111111n1111e■ �IL �.i1111rr1� •1i11INI iUaION r•111111111D1111:r411•111■ •111111111111•■ 1111111111111r11111PAII•111111111111111r■ •11111 .4`11111111111•■ 11/1111111111.11111111111111111111111111111W1111111111111111 ��_U 1111��11rr11111t:::1•�■ r�r1�l11 II11111IIIK�11r11 ��1/1/1 110MMU111111IIIIIrMIN Min 1111111111111111111•111111111 111111111 1••tr1111111•/11111111!.:11111111• ��■ /1111��11rrn111 �'1111�■ 1•/ aI/111111111•1111r111!:!InR I rowni1111111imum11r111•! =Ililrml• rr11111Nilr•r11r111•.111111r■ 11111•11111rr11111111■1•r1r1u 'uir1•1■ r111111111ru1111111r•ul11 ■r1111n11' i m r111111•1111111111 mew Is rnllnrus rr•aililllrrr11uIIllrp! :.g■■ �•11r11111r�•■ •-:- •innl11r11■ mm�m11 �11111ilrlUltl�,:.�\ r111111n11lllll1111111rr•11vn11111I1In r!•1111111111r111111111111111■11111111111■ ��11��1111 •aui111111111a�r � X111111111 r111111111111/�■ M11111fI11r111111111111111111111111111 1•1•i••uui11lu=1111•r1111111111•/ WSW WI11111111111111111111111111111111111 amomi11r1111 IIm101111111111111111a• ■ m•1111111lrt•/1111m1•i11r111111111111m1N 1111111r•11M11111111111111111111r11r111111111/n Earth 444 Consultants Inc. GEOTECHNICAL ENGINEERING & GEOLOGY Dutch Cone Log P -1 Frieiion DerQth Ratio Meters Feet • e 1: n11 •11.11 •111011MH• r•rC22 rr11C.r/111r1 ••/►7r•11 unoli lrn •rlba•rr ■111110■11fr .,,lull ■7 1:.:40•••11 X11111..■ C.4111rr•r• ••171•.11 1111111111111111111111 171111111111111111111 i • 7uutmr aI•r•111• L11•.11•■ •1111•••• Mt =UM ••ire•• ■•11/•1111 ■N11u•■ ■•1111.•• ••••W 11111••• •1• ■111111.•/ •n111a•■ 111t1111111111111111 111C 1111W1111111111 ■L'i�a•11■ ■1111 1 P:, t.::01••11 n:a•••■ EY ■ IIINZ ■m■ ■.11/1.7•■ 11.11•••■ r1lm111mm•A riaomm 11.11...E same= 1/1111.11.111 11••1111•• ct• r r••■ !1.11.•4• !lm^mmmli [111..11• •11111.1111• 1111•••••• 111111•• x...111111 1711. ■11■ ■ nnimm■ 11.11..11■ 1111..1111■ rim mmmi ■•/11111.■ NONUNION 1111.11.•■ 1111/111111■ 111111.11/■ rrllrrrm. mmmmrm■ ■.11." Soil Interpretation ml o sp ml mh g p sp Proj. No2579 -3 hog fuel(FILL Elev. 9± clayey or organic SILTS with possible organic layers, very soft with SAND layer from 8 to 10' SAND, medium dense SILT and clayey SILT, very soft sandy GRAVEL or gravelly SAND, medium dense to dense Probe terminated at 42' beneath existing grade. Refusal. DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDINGS S &C KING COUNTY, WASHINGTON Earth Consultants Inc. GEOTECMNICAL ENGINEERING @ GEOLOGY DUTCH CONE LOG EAST MARGINAL WAY CORPORATE PARK BUILDINGS B & C KING COUNTY WASHINGTON Data May '85 Plate 27 Proj. N ?579 -3 Cone PVnetration Resistance -Ton / Sq. Fl- y e a 10 GO momromasol alaatnto 11aol■ wom.a 11111•1111111111R11111111111Iaa1■ ■1•1111■11111111/Iwr!!=oinn1111n11r !� — ■ ar■ 111110r11 *In111MMra1u MUM= laa 1 I a / 0 1 1 1 1 ■ ■ 11111 mmra inn l Iena r ■ 111•1 i111111MI r /a1U MINIM EM■ . :�n�a /■IIUhI •�■1II11111nn1U ■ • ��aa11t/i/11rr ■a11111 11111110111111111 — �SIIII1U1n■�■ arlr■11 Mil aaar11ni nlnlnttar■ loola11 ■ailnlaaNIrRIWC1111n111 ■111■ aa11al ■11MIII M!"MS1111I111•1 ■r■ 111•111raa SUMO= 111■ 111111a1aa11/11■ umaC:'Ii11n1111aa■ ar1�r11I1111 ainim /1u11111rM Ma1a. I1111'_�111n1111111ra ��U/s!! ��alrIU1ln1IlUa1a■ ■aC 1/11 /lnlarira{11alln1M111r■ rala/a ■1nllaaalrala aa1111raa11111a11111/aa a110nn111 WI raS�a1111111aaaralaannlllllaa11■ 11a111111■■11111■■• /a11111111HpIU■r* r�a11 lnllar alana 111nn11aniii ■■a n11111 ntuaaa11•a1a•InWnm 11 moloom 1111■11a1roa nillmill■1a 11111111r111.11111r1111/11111MUM1.f•1■ IIIIIIIIMINIIIIla11111111111alaanlllnn•1111M lop1•a1.IlnlomralUII"lulltaal■ �11aanitarralaallll a11111111aa11111aa ■.11a1a aI11lUlual�■ a11111r■1111111a111111111R11111111InaIII■ ralr11.I ommo MIMS■SIIIIu11a11■ as ■�r11I11r1aa ■�>•aa111llmia�■ MINNIr1111n111aM ■r1111a11111111111r■ rra1111IarraIRU1111l1111111•■ = 11111111111111111111111111111111111111111111111111111 ■UIII:•��rRIaln11111111�■ minna11 ■/null■[ #110INE n anmar■ ilmolilfimall1111111111111W111111111111111111111111111 m rra11 /1111ra1t_a■111t11111 /al■ arir ■a/1111r11r11'� ■1/11.1111111 l•ralA ■1111111•11111•1a[ `J111111111ar■ ummooloraingommoromallamoomm rr�w11111rr�G• 11111111111• arlr ■a ■/111rr ■■11!!111 11111r■ aalra1111111rr ■IIIII IIIIIIIIIII � r a 1111111 anal r ■! / I I n'!:• l l al � ■ aaar ■11lnlIilmr ■IUNC!1Rlrr$ 11ral *Ulntlrr ■1111?llma a/ ■ 1111111111111•1•1111111111111111111111111111111h111111111•11•11 r••all111arrm111I1111111a1111■ rM■11In11aa■r■ 11111 {Itlll11�■ a11a1M ■aIIIIII�ra1111111111111 ■L:■ 1111•111111111111111111MIMMINIIIIIIIIINF41111 ��aaa1111� %1111 iii 1111111raa11n11•r■11111111III1ar■ o■a ■a /nllar /talialefilmI aa =r1111U1111 r!rl1n111111I� 11 1 ■ •a11n1111a111111 1111111111111■ as ■ �r ■a 111111SIMM a11111111111r■ Mina 111rrRUIt11111111ar■ r11r■■ 111111111111111a1 ■■/111111111 ■a1NI I MMIMMIu111111111a1a1 1•111111•1•1111111111111111111111111111111111• 1•111 11 = 111111r� ■11111111111a:r■ ■rI. a11{11aa11a.alal1111inn ■ra 11111111111111•111111111•111010111M 111111111111111111111 rrRullllr111rtiIn111111a�■ Dutch Cone Log P -108 Friction De It, Rollo Melon Feet ro too soo 400 . e a aa111111aa aaaamua •■R■■■ aa~uaaa 11•aa ■aaa11ltl: 1711■//// l onnon !■ .t ■■ ■1111 /Im7a/ ra1•11■■ 411111 i 1..111■ c11111111■1/111 ■1.111aaa■ !111.11■•• 1111••••■ ■ ■11 ■■ ■MI 110.11•. aauaaaa 11./11•■■ 11aa1111r •11a.a .■11111111■ ra ■1111■ 1111■■ ■11■ .11/111111■ ■■■111111■ 11...1111■ a■aaaum ■111111.11■ ■111111111■ ra■■mmo .■.]■111111■ [ !11••••• /.7 ■ ■11 ■■ 17•••••■ tir■ ■a ■11 1111111■ ■a rilormanan 3//1111■■ Ia■■aa11 11111■ ■11■ luau ••■ 111111111111111 r111aa■ ■111 711■■ ■aa 1111■ ■.11■ ■111111 ■11■ 711111.1111. ■■■■Iua 1111.111111■ ..11111111■ 111111111■■ Nowamm■ ■■■111111■ ■ ■■ ■Man ■a ■11aa■ ■ ■...11■ MINIMUMS ■111111.111 1111■•■ •■ milimmino ■■11111111 ■.1..11■ iD 11 12 14 15 Elev. 9± Soil Interpretation hog fuel (FILL) ml of sp ml mh sp 9P clayey or organic SILTS with possible organic layers, very soft SAND, loose to medium dense with clay and silt layer at 9' clayey SILT, very soft (soils to soft for readings) SAND, loose grading to dense becoming sandy GRAVEL Probe terminated at 41' beneath existing grade. Refusal. M t V co a Key 0 0 5 10 15 0.2 4 0.01 Boring Depth No. (ft.) B -7 32' USCS CL 0.1 Soil Description gray lean CLAY Earth Consultants Inc. GEOTECHNICAL ENGINEERING & GEOLOGY PRESSURE, tsf 1.0 Liquid Plastic Plasticity Limit Limit Index % % % �. Before 33 23 10 47.0 Moisture Content, W % After 36.2 10. Dry Densit (pcf ) 73.1 CONSOLIDATION TEST DATA EAST MARGINAL WAY CORPORATE PARK KING COUNTY, WASHINGTON Proj. No. 2579 Date Nay ' BS Plate 28 rrt . • K 1 I r yr 43 ) file drive inspector to 'be present during all pile driv 5. Slab shall be j" concrete with f.ne -3000 PSI. ' 6 ) H einfor¢ing Eebar, r. All #4 and greater reinforce shall b - , ! - gege 60 f y=60, O00PSI 1 welded aire r: Smeojh and :deformed _w ded' - - All grade beams shall be 24" x 24" with-3 - 147 top and bottom. Provide #3KT1 5 ei telr,:Q 9,)- Structural slab live load = 250 PSF. 1i) 'Piles --Douglas Fir Tile x 1/8" mii imam. tip; 12" minimum butt, trgat.with 12 -PCF Creosote.. 2.) Drive . to 35T - capacity per enr. fornula• 3 Follow a IIA stc. 1 44 FOUNDAPI01 { Pile supported foundatio,n'per soils by Earth Consultants dateg, I�Re rch 4, 1985. Recomm pile' capacity- 30 or 35 tons. _ File design and driving criteria per soils engineer or approved alternate who will deep complete ccurate records to be submitted to engineer and .building departifient up ®n .completion, Underwriters Laboratories Inc.® September 14, 1992 Mr. Duane Griffin Dept. of. Community Development, Building Division 6300 South Center Blvd. Tukwilla, WA 98188 Our Reference: R3695 Subject: Gentlemen: Please be advised that on August 27, 1992 our Field Representative visited the above location for the purpose of . making a field inspection on the subject product, manufactured by Krieger Steel in Pico Rivera, CA. Our inspection determined that the product complied with our requirements and the Listing Mark was applied to the product. If you have any questions or comments, please contact the undersigned. Very truly yours, RECEIVED SEP 2 $1992 COMMUNITY 1 r 0 DEVELOPMENT ek Field Inspection of Swinging type Fire. Door and Frame located at Boeing Advance Services in Seattle, WA sewed by: %Ov JA()LEN GANDO (Ext. 3006) 'a' • ' . Otto t. 3066) gineer Engineering Group Leader Follow -Up Services Follow -Up Services 333 Pfingsten Road Northbrook, Illinois 60062-2096 (708) 272 -8800 FAX No. (708).272 -8129 MCI Mail No. 254 -3343 Cable ULINC NORTHBROOK, IL Telex No. 6502543343 A not- for - profit organisation .: dedicated to public safety and comp'i!tt to quality service Project: , r . _ .. Type of Inspection: Jam`/ Address/ Date Called: > � J Special Instructions: ``'� Date Wanted: `. /� ��L��1 /`�� �C�f "-2 am. Requester. -�- / co �-+� l��,S c.7`7 �,- f� � Phone No.. 'C / 2.9 77 Approved per applicable codes_ COMMENTS: WIW RECORD Retain a`copy with permit E IT 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _(206) 431 -3670 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100., Call to schedule reinspection. ro ect: i . 01 ype o nspe on: Address:. Date Called: A 42 Special Instructions: 1 � Date Wanted: 4" • 3 -`12. am,0 Requester: — Phone No,: : 54 4 , z 5. 77 ❑ Approved per applicable codes. INSPECTION RECORD . C Retain. a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300. Southceriter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 0 Corrections required prior to approval. COMMENTS: 4 J 1431-l.- 4 -L6txr w ( t r t L-a;661. 1.4 - rW\ 1 . 4 ,i re— Nos. 145 � 13K6 ISK5 Ii r- l-NS \)=Yt r.t'`Q \o. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter• Blvd., Suite 100. Call to schedule reinspection. • r otect: �. . „v 0(.6 1 ype o nspe on:, : r- 1.I ell_ Address; Date Called: 2 - -2-r- 9 2- Special Instructions; a-4"N W / F. 0 Date Wanted; 2' z- 9 2 r p. Requester: Phone No.: 5(44� 2 `r 7 1 _ IN SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS. INSPECTION RECORD Retalp a copy with permit (206) 431 -3670 0 Corrections required prior to approval. ��. P2ov■06" LlGker AT ACc. S- nrvrts 6 Qyery‘.n ito ( LAW11.. OFF of E1(.31 s 7 d 5T 1.1 re ct14 . F c ti! Pct_ ( rna k - r - S - 1""") . O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '7 Inspector: o.: 0 Approved per applicable codes. <nop 12...«( V% .INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER ,(206) 43,1 -3670 'i' ro —0/ Address'" 470 Special ructions: CA MIA ype o nspect on: Date Called: Phone No,: Date Wanted: • ;j : f am p.m. Requester: '7- / ce,"'7 �frr� So. e, t +: r"10 ' f ' . te" j j! ir`t 1.134C:0'1 see Corrections required prior to approval. COMMENTS: ■J r;1; . A 4 73 ; C F (?.0 rt ,.1 +�14 i2 (5 A_ST'i. c Art.— AT /Jo ci"td ► tp C.i1 b:■ L i r»ir; 0.4 t: s�� 01 A IZ Xl . c +� . t1A RAr..k<. Writ. hK tc. r:Se R A .roc fr ev - Pt P ; t. 4 C5 , el /4_ ('i P ..� , hi R tA , .0 t= • ' A i2..t '.. • t'. T • • A • P P fi- V Er --sue � \1 p 6 ,,T1 . lJ ∎`7. f -; ±Y •�A 5 4-t ti . t .'.S�L./t'tM Ci E' ) l is :;•y r6 r. L•t,•i{', M-;, A-:7. A :-7` :h , t..17a:..L + e : C P A e P4sPE1'r414 Date $30.00 REINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at `6300 Southcenter Blvd., Suite 100. Call to schedule reinspection ro ect; ype o nspedion: ress;. / 1 Date Called: r Special llf�trucllons. Date Wanted: Requester: 7— Phone No.: ❑ Approved per applicable codes. COMMENTS: v,J 12E N A -rs'C, A-It? rT ' ._ :i1erm:ir,9«;v..,., t".4 - INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. girt ra-■ f AT 00 LTbs . PR-v r A t M n► . aF (3) –r- J s-rs c.J W t rz.4% c.. 'L - S a r.sC, «1 Lev, a, P 1 A AG;ra p .�-� e ►6S v��'t't� e2..octe Wry, t P -k.-A W; PLASTIC- ' iaQ P P t S>r {��5 n - � P fi t Arc U...b9 r. N u. ort, FTr • A r2..- Nrsr A p p p ci �> N 66 _2 2-01 ti.li -" 5 l P 'Yt n C—") ` Yt.._ vJ K. 1 : (� Er a„E D in Pe=w S /L ,A ,1t -cc' Fes. rES (N. ) GP r : v € 1Z_. r £ e ) ( , t'r9- vn t�ZsttL'3 K ' -r S rt t; ANIO • p r te , 2 c - iN3P r,4 " PRa - /L inisPR^'r6t4 ate: (206) 43,1 -3670 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. PROJECT: j : &_'. i °O PERMIT NO. / / 6 SITE ADDRESS: 3 f7 S• J O - 1 Ace DATE CALLED: f 7)— le9 - 9/ TYPE OF INSPECTION: ;;,,,,,,,c_.,, .14-4116 DATE WANTED: d ---"? / a. i .8PECIAL INSTRUCTIONS: ° T IN ! � - EQUESTER: 0 ! PHONE NO.: /. ,.4 INSPECTION RESULTS /COMMENTS: dr 40, VA INSPECTOR: r ot.,,.re__� /g?)kTh DATE: CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 {r? pNoME Om4oMM G Dnon Y I orl , / oZ , let €41= MILES AHEAD INSPECTION RECORD !`LT 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 tl . , 6/mot rJ-_.4 /V -7-- 1 / 7i-3 A Signed CITY OF TUKWILA Building Division 6200 Soulhcentor Blvd, Tukwila, WA 98188 433 -1845 �yce..cra/ Permit No. � Date / Job Address 3V 7 & CORRECTION NOTICE T e following items are found to be in violation of Ordinance 12 442_ Building official /Inspector and shall be corrected. PROJECT: 41 „ "' 0 ( PERMIT. NO. CO ce 6 SITE ADDRESS: 3 1 7 /cDfl 14 DATE CALLED :. / U-3 -q'1 t TYPE OF INSPECTION: , / _,� r Lie i DATE WANTED: / !%' J �. , REQU ESTER: PHONE NO.: '' �► �t i '_` b / ( w.- -- IN TRUCTIONS: rte' ?�+�tr1�/.� � 1 ..,;, r'LQ� ��'” _a L ____:, „di INSPECTION RESULTS /COMMENTS: VOW /O ,/i 9 P C .PM Pc \C . • ... c . ,oJ L INSPECTOR: a illiv APIP DATE: 'O '''7'' q( ( ;: :' {;� =e1.r �.,"r:.t. 4• i4t,':�. ^t �s.usa* T y. ✓w «..r•;- Fh :.e a... -i t , : ...- .. ;P� °,.;,9 ?......_.k..,..4. 1.c1,..- ta,...., • CITY OF TTUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 +f!)�i`u✓a`7L;S`i'. M i"''3/ 61D,$ CITY O.F Tt�ICWILA. • 6200 southcenter Blvd Tukwila, WA 98188 433 =1845 Permit No. (C(167 Date / 0V? ` Job Address 14I7 . -". CORRECTION NOTICE The following items are found to be in violation of Ordinance "ea- and shall be corrected. ira t'1-- i..- 4-4 G ru --. L,..) tees l yO(YIS t Ni t- A..dLt R %4 , APP C2,) PP.vS w Ion.. .hIc 3 G t (4) Pn2A e rte-- wt JZ S r. H o. v 4 i' f ►�STAB4. -- �a-� 0-4‘,15 Of cc1.42-iaae_ (At/LES AT P um b"1eYL_ SMdna" oLu ►J M I (.4 it e-rA t rv9 S `'S w r i A. ALe vea of GA1A1 -4/-er ETrr: Signed L , Building Official /Inspector .`,,`9.6.1 :1 1:: y'ta: „;') i't�S` :h`•:Y!i'.•: ;u''S.' :::1 ?.NSi'ixae".i5':. Reinspection scheduled for: (date) ) 0 — ('{" "t . N11' Is'.":`..'_ t'{".. ;..:;: t". � ,�:'.`'n}.`+ "G`N7i::tryJ.r„�s� •Aro :'L"w:'''�':: City of Tukwila — Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 (206) 431 -3670 Reinspection of:�1 > • 11 Y1 C� Site Address: ` 5 I EE0 Pi Project: 2IW i Yl r . &1 - 01 Contracror: Phone: 1 Q Address: ARO ) r7-ft' Ptv Applicant (signature): Date: (please print name): Contact Person (please print): _Rod Mb 6O t1 Phone: o� t O FOR OFFICE USE ONLY Reinspection Fee: $ S C) .00 ($30.00 minimum) Receipt No. (DS5h Ode one) REINSICTION APPLICATION PERMIT NO. (-0 (O51 Original inspection Date: 10 — 1 ^ck Date Received: l p.m. PROJECT: ,Q-I ".6 / PERMIT NO. (p • S 7 ' SITE ADDRESS t _ ,, I DATE CALLED: -- TYPE OF INSPECTION: �j� R 1 � DATE WANTED: 41 -- -- ' SPECIAL INSTRUCTIONS: 'a REQUESTER: / ' 1 PHONE NO.: Z `' Vkaq INSPECTION RESULTS /COMMENTS: - 7 -- ,....t.,..3 - 2,-- INSPECTOR: DATE: ) CS ^I - q I y'• }'r:; to .A '.t s,. ..,n.�: ,.yi. .. y ., r .. s , e: ✓� ., �.. :crw rd m34. ';t;.�t.: .�: r r� ;�; «ri!. `.4�' `• 7t: �;`'' �t ::t`::�tY.:«�:otih�.f°'k��ay?# / FM?f;,,t,�'i'e.q.,;.. ..,S.xu,...a. :.. : _.... wi._.. Y... rar. S;:):. �itr..• i_ �.,, r.'., ...t.,..l�,..,e..:•....'YJ *e..L .. _m_.I.t YS.:iri. ^.. . .,... xi'c ., ,.... »i. .,.,•:':n.. . ,...., .........�.:.s •.., ... 7.1.. ..... E�iS....,. .,, i .... .............. i. ax... s., rfS,•..: i ,,.,..,...��...a.�a,t ±rrkt.+i. ot�«. ".7:,., CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 a INSPECTION RECORD 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 Permit No. C CITY OF TUKWILA • ,,!%}; A . • Building Division • • 6200 Souihcenlor Blvd. Tukwila, WA 98188 • 433-1845 6 • Date / /T) Job Address aitelt.yi LLI . Of • 34(7 2- CORRECTION NOTICE The following items are found to be in violation of Ordinance kAbe--- and shall be corrected. u,)■tra..€ C crt e.S RA-Aft NWT" ....a4.aggL_AMA •••E' pgFAr t °C4 Per" A erL4 cArin Pr 44,*8-kg v,m-c• , - to DI C— Mrte.t. t 114€ . ct.dwfr te-o-cyry c-b l..) frV 6 •-% 16 L... 'KA Signed Building Official/Inspector PROJECT: i/ -- 0 / PERMIT NO. S SITE ADDRESS: 3 /I 7 4 . /z_dp / C..e --r 4-9-4 �/ DATE CALLED: e9— 0 )-6 DATE WANTED: .f' TYPE OF INSPECTION: /{ ',p z ,.e r l,_.., SPECIAL INSTRUCTIONS: 0 REQUESTER: PHONE NO.: �c,4g- 4/6 INSPECTION RESULTS /COMMENTS: 1/\ .6Wp k- N.L-Th2 . (4,0 5 'P w ,\I-431.--- o 1\1 INSPECTOR: L. DATE: 7 - 27 9 } :Ck 1a R ,;rt b�..F`SisytSYlsG'aFd :?'i!'.S §' CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 '' •° r v;tw „ "3.'af,':c s :'":i= n1x „ ;;.' INSPECTIOIl 6300 Southcenter Boulevard #100 Tukwila Washington 98188 CITY OF TUKWILA Building Division 6200 Southcentor Blvd. Tukwila, WA 98188 433.1845 Permit No _4 Date _ 22 61 1 Job Address '�t7 c - I 2 o ' CORRECTION NOTICE The following items are found to be in violation of Ordinance and and shall be corrected. C.E-t U 'J6 1 G ,eta # ►.J A-t? rt c-Gti vk A 2 € t t vn tss-t 7•1- f - tt rZ<S C u t o h1 root m Fis-0. -3 w 0-1,4 61601 S au o Gar.) t E,L) C ggsv..t 2€19 evc /44 P � (o art_ kn.:roe -0 /4 61 W! f e .BL ►r tot e p(atr-4'4'- C h1t 6-a rev �'.v►m 11.E -/L:. Cb-r4 )71.11 .-Q-ero ^ray t 4J C €'t t-t 1.)G T " H'S 1 rtik o 14 P tP /� V✓ -- CA rI,,b■67t-- AN'< c s , ( L uA;% # 4 e x . 0Y1._ ;tic. p »w tT b E h4 -e"")9 L 1�J . ,� • v F-1 12.16 4.4 .: til.3Lti U.? 3V t . H /13-14r . . di p „C. 54A tL"*"`� - � f��- -- ,14E" J4 /ft --^. AV4-t -, LEs ..: Fd'Y . C-t7'7•f h+• 0E Signed Building Official /Inspector; PROJECT: .)I - 0 PERMIT NO. & 57 SITE ADDRESS: . 12 & ft- .' . DATE CALLED: 1- G - ' / DATE WANTED: I T- REQUESTER: 72.c4.. , CO ..m. TYPE OF INSPECTION: �.h.c, SPECIAL INSTRUCTIONS: PHONE NO.: INSPECTION RESULTS /COMMENTS: •.nnf!/%Tnn. .- - .. IN ATE'. /, q- 1 w a' '+` i w tt . €' r a� ,f, r 'SS. ,':ku':T5:5:3P �., �• ` t ft; 7 ; t t �t �,}t Y 1t101;f2 n$7. �di13� r.A_*.�.".`::"fi,: °.R+:ia;2.�,.. S?�5�'P�..t�i"1tI � <�S,L i �1�d! �21,'a45.1'J:��'"� °�i:��i. -� �..ut..., ���1�u„� a�',r- ;::it .� CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: C�- Q�11G _a -01 PERMIT NO. (PSI SITE ADDRESS: 5411 3 (ao PI DATE CALLED: q 1 TYPE OF INSPECTION: NA k DATE WAN TED: - o -9 I 41 SPECIAL INSTRUCTIONS: REO! Rc c PHONE NO.: P(A' ()I (0 C) INSPECTION RESULTS /COMMENTS: 64/5 6f l.. r . J` /LA - - // INSPECTOR: DATE: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: /l._, e/ ?2c. 2J 2 / PERMIT. NO. &�c SITE ADDRESS: `' / --,44- jr DATE CALLED: f) _ TYPE OF INSPECTION: /� / � - , // -C� • DATE WANTED: a m l'� p.m. SPECIAL INSTRUCTIONS: v REQUESTER: ;rocs f?-0-:frc / PHONE NO.: INSPECTION RESULTS /COMMENTS: C N ArtU aC-7 AP P € c.eP f- ctsNms dot I (o r al- 1 64 Ai..9 A (wKM a < S: INSPECTOR: DATE: ( - q4 att;Vati 0 wzcl CITY OF TUKVVILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 y�M t;rr =inl a t; .v ^ a ,, ytlpiXt� "� :.. •y 2;�v`� rai? iu t , :tmv s li< .,• des ': 13` ,ti. [ .Cli§ . ".ii:ti ' �v. 4,... %3�'�.,�7� INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 I PROJECT: c -1-0 / PERMIT NO. (e (p 0 7 ! SITE ADDRESS: L) 1 r . i D-0 1)1Qt., DATE CALLED: ' 7-- 2 3- i TYPE OF INSPECTION: _ � • WANTED: DATE 7 - Z. — p.m rSPECIAL INSTRUCTIONS: ! 0 ,, .- _• iL - � ,` . ! REQUESTER: I f �tl�A.;_. 1! PHONE NO.: 2 7 - i�9 INSP CTION RESULTS COMMENT (., ( 5 „,.. .,, „ AI ctld-t y • r - e, _ . ., . .+ ..... __ _ L 1 - y, .4 4 .. 4722/V � k*7l� t.J4 h 4"-Pe.” ( l - i�?r' d .4 .� i r Ai i * 1 1 9 nAT =. ''7..." .1 114.1CD .. — 1 7.72"... �, CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard – #100 Tukwila Washington 98188 PROJECT: # 0 %. 4 ? b PERMIT NO. / / SITE ADDRESS: G — ^ 2-6 DATE CALLED: 411=6 . , c TYPE OF INSPECTION: 'f (�% i (41. iv DATE WANTED: SPECIAL INSTRUCTIONS: REQUESTER: / C � PHONE NO.: 2,.L6K' & /6 9 INSPECTION RESULTS /COMMENTS: f � (2 / akidIrt ae"., 07 1 ( 0 ,, 5- 5fa..)6 03 4 02/ 10L, _ INSPECTOR! ( "- neTC. S% '7 -' 1 :} 5't 7.i':.'+; u.•)X4rS7id^. ?;i1 +.1`.1Ca'!u {fir. "7.91:1,4'...+... .: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 S INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: `► A - PERMIT NO. U SITE ADDRESS: ('7 9 IZO il DATE CALLED: " 5 - 1 TYPE OF INSPECTION: n/j2 y ,CLA i 4.10k tiQ�( DATE WANTED: i '(1) SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: 26/ 0/ (D INSPECTION RESULTS /COMMENT 4,vn,`" (..1)./ pj,..L3t, 3 es.4 -.0 INSPECTOR: .._ DATE: 0 ( C ? V.' CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 • .., ....:;+o 'i',��., toS' f.: v%`: �7 `zuM.a3(is'!: ft INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: -bat �/- D �d PERMIT NO. (,Pip 7 7 .- i - / SITE ADDRESS: L 17 'm, I„ ' DATE CALLED: TYPE OF INSPECTION: '/caj11 i ii GI / / ki ��,` DATE WANTED: REQUESTER: I- 3/- iq / , SPECIAL INSTRUCTIONS: Q - t PHONE NO.: 0 -,f'-- 0/ Ca INSPECTION RESULTS /COMMENTS: f , • �.,.1 �,c44- 1��i cam. t . , _ .. . i INSPECTOR: / DATE. 1 7 3 f , -- , .'...., iiS:c +:'its:Y::£t """ CITY' OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 + 16:4 _: ?.hr��. } ti+?• ?.," r:.Yi`: ".+ • INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ,It..:�. /-D PERMIT NO. SITE ADDRESS: 3 ' / ' _ M / re' DATE CALLED: r/ TYPE OF INSPECTION: 0 L / / / DATE WANTED: � SPECIAL INSTRUCTIONS: , 7^ REQUESTER: / '�rGt, PHONE NO.: I — 01(0q INSPECTION RESULTS /COMMENTS: . ti INSPECTOR: -- ..2_ DATE: 7 '/ 1 CITY OF TUKW1L A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 luSe'& ��' i ft��' ��S�u�'' 3�'`; Gt: SQ': �X,`. �,'; �r} is�:'. m�A:. �Ll�ft: YS�^' AU�t:: Ptt". r ;�.�:tsi�t�t= 1L:.'a'.Y::ui?C.S; .tra•.N.i +:.,�.;tt:' +:? City of Tukwila - Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 (206) 431 -3670 Reinspection of: .il 7/7- Site address: 3917 c5 /7,0 IL REINS CTION APPLICATION PERMIT NO. Original Inspection Date: Prole*: Cordrador: Phone: Address: , Z): Applicant (signature): (please print name): Contact Person (please prim): Date: Q LIB Ol (A FOR OFFICE USE ONLY Reinspection Fee: $, C» ($30.00 minimum) Receipt No.0 (05) Date Received: - 1 - I C l"' q Reinspection scheduled for: (date) - aa G,L_ (circle one) a.m. p.m. X t n. .•`�a,`:rs n '.'il n':1N e.3.1'3�:�'fi r;14 tr,,..• • wY' s a.�.a�a7. tah _ fr i�.kyS VA � , < e �, .:.fa,u,.��Li�i�ti.:? >i�`i�r'!2 5VA �'kz"3;��'''.iE::iC71 wt °�u'N''�+(u„�:;r:v::�`1 u" • �i�� ,�,"3�',.k;ie!ir CITY OF TUKWILA Buildin�±partment 6300 So 'enter Boulevar Tukwila.. A 98188 (206) 431 -3670 Type of Inspection Th5t. Verna - ) Date ;ite Address :3 5 (,)67 01_ tequestor � Od '� �`e /C��C 'l cct °6 >pecial Instructions : nspection Results /Comments: 1 t ✓ 'nsoector (/\ Gt",, 1A 4t 1 INSPECT! N RECORD PERMIT # 57 Date Wanted 7 -q /• a.m. p.m. Project l n / Phone # q c lv s-9 Date 74 �i°i1 PROJECT: /3 r) c' �, c . 2 / —. Cj / / 2-43 PERMIT NO. (� DATE CALLED: (,5 7 7_/ 7 --,i/ ' SITE ADDRESS: , '/ ` TYPE OF INSPECTION: • _. / ; . BATE WANTED: 7_/3 -C l '/ a.m. p , m , SPECIAL INSTRUCTIONS: REQUESTER: i PHONE NO.: INSPECTION RESULTS /COMMENTS: F rr/ " .' .,- 4 /-/-,- • p��/,- �, u.•nnT/1H. 7 ., e . - -- nA •rr_ • .,.., el. / tl illna AZ.V , r.isa`., t�;alF:9�'.'? nrh:`.i?;i; 't +'4:;:: ?L`.•....,:F7��t:3tA .* .'..'.' ?d;V>.Y.;yrtr,' }..'.kC;: tii: ,':J �iY!�; A ^,f S::C., ... :�i�:f��:.r. (kc ... s. . CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: 0S, 7 -- 0 I G PERMIT NO. (9 SITE ADDRESS: (' 1 , �.) , I t - -Pia _ (p DATE. CALLED: 7 -- /p_ -4 TYPE OF INSPECTION: • _ _ 01l L , - f DATE WANTED: �i -- , , a.m. .m. SPECIAL INSTRUCTIONS: REQUESTER: / le , /COMMENTS: an , - PHONE NO.: �? 9 r -- n / - ... , ,, ,,� (0 c7 INSPECTION RESULTS t r ILI -- .—. i... - L G✓ r r / / ^ // . /f.• i - _ i - Al i/I .. I/ WI, _ ' Or INSPECTOR: �✓l �1 z. DATE: . 2--4. s-- x; 'y1f 1,11` CITY OF TUKW1LA Dept. of Community Development - Building Division Phona: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: ATM, .l am() PERMIT NO. , SITE ADDRESS: mrab �� � Q__, TYPE OF INSPECTION: ° i . �.f ( (t b "� DATE WANTED: 1- /l f( p; m , PECIAL INSTRUCTIONS: ,` iLQ J A4 LTX.J REQUESTER: PHONE NO.: Z j --- 6/ 6 ' INSPECTION RESULTS /COMMENTS: (mac .o-c -;b k,3 - ok .1.si. ,ns_.,afisu r 0,--. c3- t.. cis,, , - � �'� -.mom - n -S �R /l Q .(. n --�C"S ' !r 1 \/ ( C_-. '� INSPECTOR:'`- DATE: 7 --1 l - 7 �S'.wt'i r ,zlfa: fn " "•`:}�t.'J` t ^i$:''•'i^. r9S'', ie?;,et..'q.�. �•.Ta.� SSA' �k `i.:ir.R } ,�.:.'.r.:t� . .:a s �'S '1's'vi CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 :;1 ..Aifi INSPECTION RECORD 6300 Southcenter Boulevard #100 Tukwila Washington 98188 *ILA City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206)575 -4404 x 4,�a�t/r�ii�'i,'�;" yi�Frl� ?' eC�, 7. . lir . 19 09 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre- Fire: Permits: .► "1�� TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule shift inspection Approved without correction notice Approved with correction notice issued Suite # Gary L. VanDusen, Mayor Date CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -152: Boeing #21 -01 3417 S 120 P1 PIIONG N (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME .�i THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ��QQ RT � ' 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- 4732). 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 (872- 6363). 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. 10. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Gary L. VanDuscn, Mayor 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), Washignton. State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition) 14. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be . issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6...._:...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. "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 R 2 Foundation 431 -3670 g 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wail Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 SITE ADDRESS: 3417 S 120 P1 • CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING (Q LoS) PERMIT NO. DATE ISSUED: PROJECT: Boeing #21 -01 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS (INSPECTOR COMMENT SECTION ON R 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 underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic 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 can often eliminate problems, delays and misunderstandings as the project progresses. 09„4,90 PION REVIEW COMMEiS Plan Check No.: t I" 162.. Project: 0-01 "a1 L t . REQUIRED INSPECTIONS 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 0 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). 0 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). 0 All mechanical work shall be under separate permit through the City of Tukwila. 5.) All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). (D AR 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). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, It is the contractor's responsibility to have a set of plans approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. X 14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final PION REVIEW COMMEiS Plan Check No.: t I" 162.. Project: 0-01 "a1 L t . REQUIRED INSPECTIONS 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 0 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). 0 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). 0 All mechanical work shall be under separate permit through the City of Tukwila. 5.) All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). (D AR 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). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, It is the contractor's responsibility to have a set of plans approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. TERRYA3ENNETT Boeing Defense & Space Group Military Airplanes Division RO. Box 3707 Seattle, WA 98124 -2207 t. JUNE 24,1991 BOB BENEDICTO CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA WA. 98188 SUBJECT: PLAN CHECK #91 -152 RECEIVED CITY ('W TIIKWILA JUN 4 1991 PERMITCENTER THE POLYMER CHEMISTRY LABORATORY PROVIDES SPACE AND EQUIPMENT •.TO DEVELOP.NEW BASIC MATERIALS: INCLUDING THE SYNTHESIS OF NEW :MONOMERS AND POLYMERS AND MODIFICATION OF EXISTING MOLECULAR SYSTEMS. EXPERIMENT TO CHARACTERIZE THESE MATERIALS AND DE- TERMINE COMPATIBILITY WITH OTHER SUBSTANCES WILL DUCTED. LAB SCALE PROCESS :DEVELOPMENT (EG. :COSTINGFORMULA.- TIONS,ELECTROPLATING;ETC.).' WILL ALSO BE .`DONE` IN THIS LABORATORY. 101L4 fa City of Tukwila .11■11•1=1110111■•0111MIMEMK FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -152 Maintain fire extinguisher coverage throughout. Gary L. VanDusen, Mayor June 18, 1991 Re: Boeing Company Building #21 -01 - 3417 South 120th Place Dear Sir: 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' less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) 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)) (Emergency lighting required in exit corridors) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Page number. City of Tukwila . FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor 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 10.30'1) 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. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110 -16a and NEC 110 -16c) (UFC 85.108) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials . which may occur during storage, handling, transportation or use. (UFC 80.301) Material safety data sheets shall be readily available for all. hazardous materials on the premises. (UFC 80.103(a)(d), Appendix IIE) 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)) "No Smoking" signs shall be placed conspicuously within and at all entrances to storage areas. (NFPA 43A-12, 2 -5.2) (UFC 13.101) Provide a hazardous materials inventory statement for this facility as outlined in Appendix II -E of the 1988 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number edition of the Uniform Fire Code. Gary L, VanDusen, Mayor Provide a hazardous materials management plan for this facility as outlined in Appendix II -E of the 1988 edition of the Uniform Fire Code. 6. When fire dampers are required to maintain fire . resistance of construction, fire dampers . shall comply with . the requirements of UBC Standard 43 -7. (UFC 10.401) 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) 7. .Flammable or combustible liquids that are used, in excess of 10 gallons, total must be stored in metal storage cabinets. No more than 120.gallons may be stored in any one cabinet (60 gallons of class I or II flammable liquids). Cabinets shall be conspicuously labeled "FLAMMABLE - KEEP FIRE AWAY ". Cabinets shall have a 2" high liquid tight lip for spill containment and shall have self - closing doors. • (UFC 79.201g) A permit is required to liquids. A permit is required to materials. use, store or handle flammable use, store or handle hazardous 8. This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. • CAAPCO FE 36270 CAAPCO FE 36492 CAAPCO FE 37725 CAAPCO PU 36118 CAAPCO PU 37925 CAAPCO P. U. 36375 CAAPCoat Curing Agent 'Cadmium Chloride Cadmium Chloride, Hydrated !Cadmium Nitrate !Cadmium Selenide +Cadmium Sulfide !Cadmium Sulfide !Calcium Oxide ICaidum Oxide Calcium Sulfate =Carbon Dioxide !Carbon Disulfide ICAT,MIL -C- 832858, 36375 TYPE I ICAAP PP1]E ><'<< 1 CAAPCO. I CAAPCO. I CAAPCO. ICAAPCO i CAAP CAAPCoat B -274 Black Polyurethane ICAAP Co. CAAPCoat CW4 Curing Agent ICAAP Co CAAPCoat C -W4 Polyurethane ;CARP Co ICAAPCoat FE -AS !CAAP Co ICAAP Co. ICAAPCoat Fluoroelastomer Coating ICAAP Co. iCAAPCoat Fluoroelastomer Curing Agent ICAAP Co. 'CAAPCoat Polyurethane Accelerator 'ICAAP Co. ICAAPCoat Polyurethane Clear ICAAP Co. ICAAPCoatPolyurethane Curing Agent ICAAP Co. 1CAAPCoat Polyurethane Thinner ICAAP Co. ICAAPCO. WHITE F.E. AMS 3138 ; CAAPCO. Aldrich Chem. 'Fisher 1 Flsher !Cadmium Selenide ICerac !Cadmium Telluride I Cerac !Aldrich Chem. 1 Cerac !Johnson Matthey lCadmolith Pure Red Deep #4580 ISCM Chemicals !Aldrich 1 Flsher !Calcium Oxide IJ.T. Baker RECEIVED CITY OF TI IKWILP JUN 24 1991 PERMIT CENTER ;Hammond Drierite `=.Airco !Fisher • • • • • 28-SeF 11 OT ; 1 OT ; 1 OT • 12 OT 11 OT 120T 11 qt. 112.5 oz. 12 gal 110 gal. 112.5 oz. 11 pt. 116 qt 117 pts 18x0.5 gal 12 OT 1 g 1 1 1 500 9 1 1 1 500 g 11500 g. 1 1 12x250 9. 1 150 g 12x500 9 I Carbon Tetrachloride !Fisher ' _. 2 ! 1 x4 liters !Carbon Tetrachloride IJ T. Baker (J ;CAT, MIL -C- 83286, 36375 !DEFT 1DEFT ICE Fluorinated Polyol !Allied 12x1 pt ' Celite HSC, 224,273,282,294,319,320,390,427 1 Manville 1500 9 !Ceramic Coating !High Technology 1 1 !Ceramic Coating 1 High Technology I = i !Cerium (III) Nitrate Hexahydrato !Aldrich Chem. 11009 1 Chemglaze 9924 - Part A ILord Chemical 149t. l Chemglaze 9924 - Part B "'Lord Chemical 15 pls. Chemglaze M 201, Part B !Lord Chemical 1600 g Chemglaze M112 Clear !Lord Chemical 12 gal ICHEMLOK 607 'LORD 11/2 PT • IChemlok AP -134 !Lord Chemical I D500- 12505 -1 O1 —Oct -1990 36 Cholesterol Cholesterol Benzoate Cholesteryl Chloroacetate Chromic Acid Chromic Coating Ink, A-110 Chromic Coating Ink, A-27 Chromic Coating Ink, A-80 Chromic Coating Ink, U-110 !Chromic Coating Ink, U-27 !Chromic Coating Ink, U-80 'Chromic Epoxy, Clear :Chromic Epoxy, Fixer !Chromic Epoxy, Vermillion #27 !Chromium Oxide !Chromium (III) Oxide !Cleaning Solution Clear BMS 10-21 "Clear Coating 67W651 "Conathane EN-20 Part A IConathane EN-20 Part B IConductex 40-220 1Coolanol 25R 1Copper, Powder !CT-3033-31 Part B 'Cupric Chloride !Cupric Sulfate 1Cyanuric Add iCyasorb UV-2126 U9ht Absorber iCyasorb UV-3604 Light Stabilizer Cyasorb UV-5411 Light Absorber Cyastat 609 AnIstatIc A9ont 1Cyastat LS Antistatic A9ant I C-301 Part A IC-301 Part B 1C-301 Part C Sigma-Aldrich Sigma-Aldrich 'Sigma-Aldrich 'Amer. Chrome Matsui Matsui !Matsui 1Matsul 'Matsui Matsui 1Matsul 'Matsui !Matsui !Pfizer Pigments 1Aldrich Chem. 1Fisher iDeSoto iMobay Conap Inc. !Conap Inc. 1Columblan Chem. 1 Monsanto 1J.T. Baker !Aldrich Chem. ;Copper Phthalocyanine !Copper (II) Oxide, Black 1Johnson Matthey !Copperas Red Iron Oxide 1Pfizer Pigments ;Copper-Nickel Flake i Novamet !Corona Magenta 1Day-Glo ICP-15G,-30E,-30A,-25W,-40W, KW375,378,380, 1CP-40W Conductive Powder 1Magnesium Elektron 1 ;Magnesium Eiektron I 11C1 Resins 1Crosslinker CX-100 !Crosslinker CX-100 IPolyvInyl Chem. !CRYSTAL CLEAR #1303 KYLON :BORDEN INC. !Crystal Violet Lactone lAidricb I CT-3033-31 Part A 1Emerson & Cuming 1Emerson & Cuming ;Fisher 1Fisher !Aldrich Chem. 'American Cyanamid 1 'American Cyanamid' lAmedcan Cyanamid ! 'American Cyanamid 1 1American Cyanamid t li.ockheed 1Lockheed !Lockheed D500-12505-3. 01—Qt-1990 1 I• 37 28-Sep- 25 g 12 lbs. 11 cit qt. st qt a t 11 c't - - '8 oz. 18 O 8 . 25 9 15x1 liter 11/2 pal 11 gal 1 2 Ibs. 500 . 5x100 9 13009 130 9 1 1 5 1 th g al 113 OZ 125 9 13x5009 319 13x10 9 8 0z 18 oz. • 18 oz. Desmodur H Desmodur N-100 Desmodur N-3200 Desmodur N-3300 Desmodur N-75 !Des= lac 4125 IDesmo en 670-80 1Diaminododecane, 1,12- 1Diazablcyclo Diazabicyclo(2.2.2)octane, 1,4- 1Dibutyitin Dilaurate ETHYLENETRIAMINE !Diffusion Pump Fluid 705 1Dilsocyanate 1410, DDI I Dilsocyanatohexane, 1,6- I Dimethyl Acetamide Dlmethyl Oxyethane DIoxane, 1,4- DI-tert-butylhydroquinone, 2,5- I Durapot (800 Series? 1DX 77 Fish Eye Preventer 1Eccobond 285, Black lEthanox 398 Antioxidant 'Ethyl Acetate Ethyl Acetate Ethyl Alcohol !ETHYL ALCOHOL Ethyl Chlorocarbonate Ethyl Chlorofomiate Ethyl Ether Ve11151cIvicr 'Eosin Y lEpon Curing Agent V-15 lEpon Curing Agent (R) H-2 lEpon Curing Agent (R) V-40 lEpon (R) Resin 815 1Epoxy Composite Primer Filler 10-P7-1 1ETHYL ALCOHOL DENATURED Ethyl Cellulose iEthylene Glycol Dimethyl Ether !Ethylene Glycol Monoethyl Ether rETR-BF4 1:u en Green 86.0501 en Green 87-3001 I Expancel Du lEypel-F Compound lEypel-F Gum IFC-77 Fluorinert 1Mobay I Mobay 1Mobay 1Mobay 1Mobay IMobay 'Aldrich 6500-3.2505-1— 01-Oct-1990 !Mobay • • • • • 1Aldrich Chem. 1 !Aldrich Chem. !Aldrich Chem. 1 ;FISCHER 1 Dow Coming i Henkel Corp iAldrich Chem. i Fisher !Fisher !Fisher •1• 1Eastman Kodak I .1Cotronics Corp. 1 1PPG Industries 1 I Emerson &Cumming: !Eastman Kodak !Shell iShen 1 !Shell 'Crown Metro !Ethyl Chem. lFlsher 1J.T. Baker 1Sigma-Aldrich IUSI CHEMICALS !FISCHER ;Aldrich Chem. 1E.M. Science 1 !Eastman Kodak 'Fisher !Aldrich • 3R 1 1100 9 12x1009 1 1 1 11000 ml 1 12x4 oz 1 1 1 1 1 ist 12 gal 11 gal 11 gal 2 gal 12 qts. 11009 1500 ML 11 liter 1500 9 16x500 1 6x1 liter 1 , 6:4{,‘ 11x4 liters 5 I 14L X 2 14 L 12 oz. 125 9 1600 9 18 oz. 16x1 liter 28-Sep.! 14 kg. 1 I 1 14 liters !Fisher 1 1 ' 1 1Hotfman-LaRoche 1 1 1209 'BASF 1 1 1 1BASF 1 1 1 lExpancel 1 1 1 lEthyl Chem. 1 1 1 1 1E41 Chem. 1 1 t 1 13M 1 1 18 fl. oz. ,Ferric Chloride [Ferric Nitrate, Nonahydrate 1 Ferrocene Ferrous Sulfate, Heptahydrate Fire Barrier Caulk CP-25 !FIXER U !Flatting Agent [Fluoboric Acid 48 wt% 1Fluorel FT-2430 !Morel FX-9216 13M 1 1 [Fluorescein 1Eastman Kodak 1 12x500 mg !FORMALDEHYDE SOL [FISCHER 11 L 1 Formamide 1FURFURAL !FISCHER 1 1500ML X Gafac BX-660 Surfactant 1GAF Chem. 1 1Gafac BX-760 Surfactant 1Gafac RD-510 Surfactant 1Gafac RE-610 Surfactant iGafac RS-610 Surfactant 1Gafac RS-710 Surfactant Genta1101 1GENTAL168 PRIMER 1GENTAL L-168 ;Germanium !Glass Spheres 1Glyoxal Di(sodlum bisulflte) 1GOOP Hand Cleaner IGRAPHI-COAT 623 LIQUID 1 !Gray A8151 !Shepherd Color 1 1 Green 4 !She end Color 1 1 i i Guanidine Hydrochloride !Math Chem. 1 ; !Heat & FR Primer Activator 1DeSoto 1 11/2pt. !Heat & FR Primer Solvent 1Desoto 1 11 qt. INexanedlamine, 1-6 !Eastman Kodak 1 , 11009 i i He Alcohol 'Gray 6 1HI Solids #17925 Untinted White HI Temp Primer Activator 1HIGH SOLIDS RLS-1-28-2 1HT IR 2800 GY !HIGH SOLIDS 63016 1Hostastai FA 14 1Hostastat HS-1 !HT A88 Coating 1141' 835 RL-8460 IHT HIL 300 !HT MS 2300 WH AG Nexckyte solverA-s Fisher Fisher IAJdrich Chem. !Fisher 13M "MATSUI 1 1Degussa Corp. 'Airco 13M 1Eastman Kodak 1 !GAF Chem. 1GAF Chem. 1 1 !Eastman Kodak DeSoto iDeSoto D500-12505.4 0t-Oct-1990 • • • • !GAF Chem. 1GAF Chem. 1 'GAF Chem. 1 !Aldrich Chem. 'Potters Industries 1 1AREMCO PRODUCTS 'Shepherd Color 1 !Eastman Kodak 1 1 IHigh Technology 1 !High Technology 1 iHigh Technolo r gy 39 1500 g 120Z 1500 mg 12 qt 1General Plastics . 11 qt 1ACHELON 1 I PT [GENERAL PLASTICS 11 GAL 1 1100 ml 1Oritzas Indust. 1 11 qt 14X 1 PT IUS PAINTS 11 OT 1US PAINTS 1 11 OT IHoechst Celanese I' 1250 9 !Hoechst Celanese 1 12509 'High Technology 1 12 qts 1HIGH TECHNOLOGY 12 PT 14 oz 14 oz 14 oz 28-Sep-S 1 PAA.Tifit& HT RL-8458B 1HT RL-8462 En SAT A-21 Coating s HT Viton B50 AL-8459B Hydrochloric Add Solution Hydrofluoric Acid, 52% Hydroxylamlne Hydrochloride ! Fisher 1 !Hydroxylamine Sulfate !Fisher itlydroxy-4-methy1-2-pentanone,4- !Kodak 1 iHypaion 30 Synthetic Rubber 1Dupont 1 i I ID # 223 R.GURNICK 1 I I9epal CA-520 119epal CA-720 !Aldrich Chem. 119epal CO-520 . !Aldrich Chem. !Aldrich Chem. 1198pal co•s90 11M7100 PA-8350 11MSIL A-108,-10,-15,-25 !Indium Antimonide 1Ken-React 12 44 I Ken-Stat KS N-100 Korotherm Ablative SPE-VA KOROTHERM COMP. B iFisher I HIGH TECHNOLOGY HIGH TECHNOLOGY High Technology High Technology !Fisher iKenrich D500-12505-3. 01—CCt —3.990 • • • • • A 2 X 4 OZ h GAL 11t. 12 gal 12.5 liters 1181(9 !Uniroyal !Illinois Minerals 11k9 1 lAldridi Chem. 15009 15009 15009 15009 ;Morton Thiokol 120 9 ' Ilodlne !Fisher IIRCOGEL 905L I LUBRIZOL CORP. 1 1 11PT 11r9anox 1010 laba-Gel9y 11 Ib lirganox 1035 ICiba-Geigy 11 Ib Ilrganox 1076 ICiba-Geirpy 1 11 Ib. i Irganox B 215 ICiba Gel9y 11r9anox B 225 laba Geigy 11 Ib. !Iron Metal 1Fisher 1 !iron (11, 111) Oxide JJohnson Matthey 1 1 1 Iron (III) Oxide !Johnson Matthey 1 1 ilsophorone Dilsocyanate !Sigma-Aldrich 1 Isoprop amine 'Eastman Kodak 1 15009 1 Iso-butanol 1Fisher 1 I Kon.React Uca 09 1Kenrich 16 oz Ken-React Lica 38J 1Kenrich 1Kenrich !Ken-React Uca 44 1 6 oz iKenrich 1 1 16 oz 1DeSoto 1 11 931 !DESOTO I1 OT =Kynar Flex (R) 2801 1Pennwalt ikynar (R) 461 !Pennwalt 1 'LACQUER OPTICAL BLACK TOPCOAT 1EPPLEY PARSONS ! 11 PT ! LACQUER OPTICAL BLACK UNDERCOAT ' !EPPLEY PARSONS ! 11 PT 'LACQUER TYPE I IAMERICHEM 1 11 OT Lead Nitrate iFisher 1 1 1500 9 'Lead Selenide I Cerao 1 1 i !Lead vD Nitrate !Aldrich Chem. 1 i i 1Lead (II) Oxide 'Aldrich Chem. 1 . 1 !Lithium Aluminum Hydride !Aldrich Chem. 1 : 40 28-Sep-9( r MATEAIAU i» �: <::�:� ><s > <:: >,:.:::..:::..:::: Fisher Lithium Carbonate Lithium Chloride !Lithium Sulfide !Lithium Tri- tart- butoxyaluminohydride !Lo- Vel -29 Silica Flatting Agent ` LO/M IT -1 M 433 PART A Magnesium :Magnesium Fluoride !Magnesium Sulfate !Manganese !Manganese Dioxide !Manganese HIV) Oxide I MA -25T Type I I Part A 1 Melamine 1 M ethanol 1Mearlin Exterior Bright White IMearlin Exterior Europearl 1Meariin Exterior Fine Gold 1Meariln Exterior Fine Pearl 1Meariin Exterior Hi -Lite Blue IMEKP Catalyst '=.Mercaptobenzoxazoie, 2- !Meteor Black, #7890 'Meteor Black, #7895 'Meteor Dark Green, #7475 Meteor U9ht Green, #7477 1M othacrylic Add ! Methacrylonitrile 'Methyl Isoamyl Ketone 'Methyl Isobutyl Ketone (Methyl Pyrolidone, n- 1Methylene Chloride 1Methyl -2- Hexanone, 5- 1 Microposit 354 Developer 1 Microposit Thinner 1 Microtalc - Montana Talc !MILL -C -83286 35109 BASE 1 MIL -C -27725 TYPE II CLASS B 1MIL -C -27725 TYPE II CLASS B 1MIL -C -27725 TYPE II CLASS B 1MIL -C- 83286 35109 CAT 1MIL -C -83286 COMP 1 1MIL -C -83286 COMP II 1 MIL- C- 83286B,36375 !MIL -C -85285 COMP I 1MIL -C -85285 COMP II IMIL- C- 852858, 36375, TYPE I Me4 ( e ( ketone. Fisher Cerac 'Aldrich Chem. ' =,PPG Solar Energy Co 1LORD !Fisher E.M. Science Flsher A.D. Mackay 1 Flsher 'Johnson Matthew 'Martin Marietta 1Moarl Cor IMeari Co 'Mead Corp. ' Meart Corp. IMearl Corp. I King Fiberglass Sigma- Aldrich 'Aldrich Chem. 1 Harshaw/Filtroi 1 Harshaw/FiItrol 1 Harshaw/Flltrol 1 Harshaw/Filtrol Eastman Kodak Eastman Kodak : Flsher !Aldrich 1 Fsher 'BASF Flsher !DEFT DEFT D500- 12505 -1 01 -Oct -1990 ' Aldrich 1 !Shipley ' Pfizer Inc. 1 DESOTO 1 DESOTO = = = DEFT CHEM COATINGS 1DEFT CHEM COATINGS !DEFT !DEFT CHEM COATINGS !DEFT CHEM COATINGS !DEFT 1 41 0.5 pt 1 OT 12x500 1 ':4 oz. 14 oz. 4 oz. 4 oz. 0.5 pt 11 k9 1 125 9 18 oz. 18 oz. 18 oz. 18 oz. 1500 9 14 liters 14 liters 5 91:. 1 (9at. 12 gal. 189a1 1 QT 11 GAL 11 GAL DESOTO 1 !1 QT 11OT 28 -Sep -t Mistron Monimix Mistron Ultramlx =Mil-C-85285B, Type I 1 Mil-C-852853, Type I, CAT 'Mil-P-23377E, Type I, Class 1 Mil-P-23377E, Type I, Class 1 Mil-P-85582, Typal Mil-P-85582, Type I CAT MIL-T-131772 'TYPE 1 1Monarch Blue, X-3367 CFR I MS-122 Fluorocarbon Release Agent 1Mu Itl-purpose Sealant, 732, Clear 1Dow Coming 12x305 ml 1 NARM CO 5250-3 1 NARMCO Materials 1 1 !Nickel Flake 1Novamet 'Nitric Acid Nitric Aoki !NITROGEN, GASEOUS !NITROGEN, LIQUID ... ID eft ! Deft Deft Deft Deft Fisher 1 Fisher iNordel Hydrocarbon Rubber !DuPont inPropyf Zroonate IULS America 1 1 10pacImite !Thompson, Weinman 1 "Oxaly1 Chloride i Aldrich Chem. 1 1100 9 IPAPI (R) 94 Polymeric MDI 1Dow Chemical 1 . 1 11 gal 1Pferritan !Pfizer : t I !Phosphoric Acid i Fisher 1 1 jPhosphorous PentoxIde !Fisher 1 i 1500 9 1Photoposk 119S Photo Resist :Shipley : t 15 gal Ipoly BD R-45M 0.1% AO Resin !Arco Chem. 1 i 'Polyethylene 1AldrIch Chem. 1 1 lPolyethyl High Density , iAldrich Chem. 1 1 !Polyethylene Homopolymers !Allied Signal 1 1 1Polyethylene Homopolymers !Allied Signal 1 1 IPolyethylene Homopolymers !Allied Signal 1 1 1Polymid 1Lawter intl. 1 1 !Polyvinylpyrrodickme !Eastman Kodak 1 I 1500 9 Potassium Bromide !Fisher 1 1 1Potassium Carbonate !Fisher I I !Potassium Chtoride !Fisher 1 1500 9 Ipotassium Iodide !Potassium Niobate 1PR2407 CLASS 3&4 PARTB Prove., Power Unit 1 Precision Valve 1 1 :Prime Coat, 1200 IDow Coming iPrime Coat, 1204 IDow Coming !Primer Curing Solution Ec-173 1Crovm Metro 1 1st I Iprintex XE 2 4De9ussa Corp. F • .,-,,, 2 Ibs P 1Propyl Gallate 1519ma-Aldrich 1 Q sal 1 t 'ropanol, 2- x — 1 1, ../. 'Fisher 1 D500-125051 01-Oct-1990 Deft !DEFT 1 1 1&t%:ti!1:0 4 • • ; , :* • ,i,:::: : 1 I': X' ' ''..‹ 42 1 1 1 • 1 Cyprus Minerals 1 1 !Cyprus Minerals 1 ICIba-Ge19y 1 Miller-Stephenson 1 12 pal 11 GAL 15L 1 12.5L IAIR PRODUCTS 1 11 CYL !AIR PRODUCTS 1 11 CYL 1 Fisher 1500 9 !Johnson Matthey !PRODUCTS RES. 1 12 GAL 28-Sop 1 IProsil -221 coupling agent 1 PR -1664D _1 PR- 1664 -D, Part A PR- 1664 -D, Part B PR -2407 Bass 3 PR -2407 CLASS 384 PARTA PR -2407 Bass 4 Pump 011, Vaccum l Pyridine Pyridinlum Chlorochromate (RAM, 2026 !RAM, 2030 IRA -2 ANTISTATIC ADDITIVE '_. RA -2 Coating !Reducer for H19h Solids 3 REFLOA CLEAR NC1111861 !Release All 100 iResourdnol 'Fisher =RES -100 ANTISTATIC BASE !MICROCIRCUITS CO. IRES -100 ANTISTATIC CURING SOL. !MICROCIRCUITS CO. Rhodamine 1 Rhodamine B Ricon 100 IRicoseal - Part A =Colorado Chemical 1 IRlcoseal - Part B !Colorado Chemical 1 lRSE 100/RSE 22 Anti- static Paints 'Micro Circuits I RTV 560 1RTV 60 ISanduvor 3040 !Sanduvor 3041 ISanduvor3050 Sanduvor 3051 Sanduvor 3206 Sanduvor VSU 'Sancure Waterborne Urethane ISandin EU Liquid ISandostab P -EPO Powder Satintone Saturn Yellow !SCHIFF BASE PF-6 !Schiff Base Salt 1Scotchlite Glass Bubbles Scotch -Grip 4693 Plastic Adhesive =Products Res. ;Products Res. IPRC ':.PRODUCTS RES. ;PRC ;Fisher D500- 12505 -1 01 -Oct- -1990 I Fisher !Aldrich =Carolina Solvents 'Carolina Solvents !MICROCIRCUITS CO. !Micro Circuits i DeSoto IREFLOA 'lAlrtech Intl. !Eastman Kodak 1 !Eastman Kodak 1 !Colorado Chemical 1 ' !Gen. Elect. 'Gen. Elect. lSANCURE CROSSUNKER ISANNCOR jSancure Defoamer lSanncor Ind. 1 ISancure Thickener ISanncor Ind. =Sanncor Ind !Sandoz Chemicals 1 =Sandoz Chemicals 1 !Sandoz Chemicals 1 !Sandoz Chemicals 1 1SandozChemicais !Sandoz Chemicals 1 !Sandoz Chemicals 1 €Sandoz Chemicals I 'Engelhard ! =Day -Glo ' I HOFFMAN- LAROCHE 'Hoffmann- LaRoche 1 43 1 145009 12-1/2 PT 145009 112 liters '7x500 ml 14 OZ 14 oz. 11 GAL 12 p 15009 12 PTS i 122 GRMS 11009 125 9 1 1< 1 pt l< pt 1 11509 12 oz 14 OZ 14 oz 14 oz 1150 9 11509 1150 ml 1150 nsl 1150 ml 1150 ml 13 lbs. 1259 170 G 28 -Sep -' 13M 1 .3M 1 LScotch -Weld ATM) EC- 2216 -A 33M 1 1 1 Scotch -Weld (TM) EC- 2216 -B 13M 1 1 Scotch -Weld ATM) EC- 3587 -A Scotch -Weld lSebacoyl Chloride =Selenourea SERMAGARD XP 1198 SERMAGARD XP 1199 Sermetel 5100 !Sermetel 7000 Siiastic E RTV - Base !Silver Coated Ceramic 'Silver Coated Glass Flakes !Silver Coated Gass Spheres !SILVER PAINT !Silver Sulfide ISK Activator BMS 10 -210 EC- 3587 -B 13M Aldrich Chem. Aldrich Chem. SERMAGARD SERMAGARD Sermatech Intl. Sermatech Intl. '_.Dow Corning Silastic E RTV • Curing Agent Dow Coming ;Potters Industries !Silver Coated E -Glass Fibers :Potters Industries !Solvent Reducer 1DeSoto :Potters Industries D500- 12505 =1 O1 —Oct -1990 Potters Industries i 1 DeSoto 1 44 15x50 9 1109 4 OZ 4 OZ 14 oz 4 oz. 10 Ib. 11 Ib. GC ELECTRTONICS 13 X 15.5 !Thiokol 125 g ISK Anti -Static Radome Coating !Desoto I 1 1 1 0.5 pt ISK Conductive Black 10 -21 I DeSoto 1 1 pt 1SK Conductive Coating Black I I I DeSoto 11 gal. { ISK Fluid Resistant Primer IDeSoto I 1 €SK HI Temp Activator ID°Soto I 11 cit. ISN 20 lNyacoi Products I 1 1 ISN -10 Negative Resist Stripper IACSI ! 1 !Sodium Azide !Fisher '_. 150 g 1 ! Sodium Carbonate Fisher 1500 9 Sodium Chloride (Fisher 1 (Sodium Cyanide 'Fisher ` =. 9 !Sodium Diethyldithiocarbamate 1Flsher 1100 g (Sodium Hydrosulfide !Fisher 1100 500 g !Sodium Hydroxide !Fisher Sodium Metal !Fisher ;Sodium Nitrate '. lFlsher ;Sodium Phosphate, Monobasfc Monohydrate !Aldrich Chem. ;Sodium Thlosulfate 1500 g l Sodium Potassium Tartra I Fisher `_1 !Fisher 13 kg 28 -Sep 11 kg 1 • • • • • !Spray Gun Power Unit !Precision Valve 112 cans '- Stannic Sulfide 1 ICN Biomedlcals 15x100 g 'Stannous Oxide !Fisher 1 !Starch !Fisher 15009 IStatproof Floor Finish (AF -0334) !Plastic Systems 1 18 oz. Stearic Add • 1 Fisher 1 Strontium Chromate !Davis Colors 'Strontium Chromate iHeubach Inc. 12 pints 1StrontiumTitanate !Johnson Matthey 1 ! 1 1 Suberic Acid 1 Eastman Kodak 1100 9 Sucdnic Anhydride !Fisher 15009 1 ,. : SUPPtI P Sulfuric Acid Sun9low Yellow !Super Koropon ISYLGARD 182 ISYLGARD 184 ISyloid Silicas (ID /Aerogel Grades) Syloid Silicas (Wax Treated Grades) Talcs ITinuvin 292 ITinuvin 327 ITinuvin 622 LD lTinuvin 770 Triethanolamine Triothylamine Triethylenetetramine : Trifluoroacetic Acid lTriiluoromethane Suifonic Acid TroythIx A Tungsten (VI) Oxide 'Turco 6088A TUC 51164 ADS CLEAR 1UCAR Phenoxy Resin PKHH E.M. Silence 1 Harshaw /iitrol DeSoto !DOW CORNING 1 ;DOW CORNING I !Davison Chem. 'Davison Chem. ;Pfizer Inc. '. D500- 12505 -1 O1 —Oct -1990 . 45 !Fisher =. } !Fisher 1 'Fisher 1 =.1 oz. =.3 cat. 12 PT ': -2 PT !Tartan Semi -gloss Black 91 -327 !Rudd Co. 'Tellurium 1 Cerac TETRABUTYLZIRCONATE IHULSAMERICA 1 11 KG lTetracyanoquinodimethane, 7,7,8,8- ISigma- Aldrich 1 1 lTetraethylOrthosllicate !Fisher 1 1 lTetrah rofuran 'Fisher 1 A,sp 16x1 liter iThloacetamide . 1Aldrich Chem. 1100 9 lThionyi Chloride !Fisher 1500 ml i Thlourea ;Fisher 1500 9 !Myna! Blue !Fisher 1 IThymolsulfonphthalein 1E M Science I 'Tin Seienlde IThiokoWentron !Tin (II) Telluride IThIokoWentron ITinuvin 1130 • • • • • 1 1 1 500 9 28 -Sep -i lCiba -Geigy 1250 9 iClba -Geigy ? 1250 g ICIba -Geigy 1 ! 1250 9 i Ciba -Gei9y ICiba -Gei9y ! 1250 9 ;Titanium Dioxide Pigments !DuPont ! 1 1 !Titanium Oxysuifate- Sulfuric Acid 'Sigma- Aldrich 1 ; 1500 9 1Titanium (III) Oxide iThiokoWentron 1 1 ! Titanium (IV) Butoxide !Alpha Chem. 1 1500 9 'Titanium (IV) Oxide 1SPEX Ind. 1 I Titanium (IV) Selenide !Johnson Matthey 1 125 9 !Titanium (IV) Sulfide 'Johnson Matthey 1 1100 9 = Titanium (IV) Telluride !Johnson Matthey 1 1 ITitanox I NL Chemicals 1 1 !TOLUENE !ALDRICH 1 = 1 f (, .34 2L X 5 iTriallyl- 1,3,5•Triazine -2,4,6 !Aldrich Chem. 1 : 'Trichloroethane, 1,1,1- =Fisher I 11 Titer :Fisher I 1500 ml '1Eastman Kodak 1 1100 9 • !Troy Chem. 1 1 l Atomergic Chemetals 1 !Turco Products r 1 'PITTSBURGH PAINTS 1 11 PT =Union Carbide t l 1 lUformite(R) Synthetic Resin 'ULTRA FLAT BLACK !Urea !Urethane !Vanadium (IV) Oxide I VCI.1307 • !VCR -1307 lVersadyme 52 ?Vistalon Ethylene Propylene Rubber !Won A -35 IV- 11633, Green Pigment IV -302, Black Pigment IV -3285, Blue Pigment 1V -5200, Blue Pigment 1V -700, Green Pigment 1 V-8830, Red Pigment 1V -9140, Bright Gold Yellow IV-9400, Yellow Water, H2O Water Analine Stain !Wet Ground Mica Xylene !Yellow 25 IYeliow 29 Yellow lion Oxide Yttrium Oxide Zinc Antimonide Zinc Arsenide 'Zinc Flake Zinc Nitrate ZInc Selenide Zinc Selenide !Zinc Sulfide lZrrconlum Oxide !Zirconium Sulfate Hydrate Zirconium (IV) Oxide Zirconium (IV)n Butoxide :Zirconium- n- propoxIde =Zulu Green Standard Shade 3820 ! KRYLON =Fisher !Aldrich Chem. lThiokolNentron ;SEALED AIR CORP CORTEC !Henkel Corp. :Exxon 1RM En9r. !Ferro 'Ferro !Ferro IKMG Minerals 1 !Fisher !Shepherd Color ! I !Shepherd Color !Pfizer !Alpha !Thiokol D500- 12505 - 1 01- Oct -1990 !Aldrich Chem. ! lThlokoWentron ! ! Novamet !Fisher 1 !Aldrich Chem. _. 1Ma9nesium Elektron! !Aldrich Chem. 1 !Aldrich Chem. ! !Engelhard 1 46 !Ferro • : 1 _ !Ferro ! 1 11 pt 11 pt • IThiokoWentron ! 1 ! ! ICERAC Inc. 1 • ! ICERAC Inc. ! ! ! 112 OZ 18 OZ '500 9 11 gal 1 !1 lb - 1250 9 1250 9 8 OZ i Ferro . ! 1 :250 9 !Ferro 1 1250 9 :Ferro 1 ! 1250 9 • !Fisher 1 1 13x4 liters lDaly's Inc. t 1500 9 12x1009 125 9.. ! 1 500 9 28-Sep-C. RECEIVED CITYOFTIIKWILA THE BOEING COMPANY JUN 1 9 1991 PERMITCENTER POLYMER CHEMISTRY LABORATORY The Polymer Chemistry Laboratory will be used to synthesize new monomers and polymers, modify existing molecular systems or to formulate resin materials. It will be used.to characterize monomers and polymers and determine polymer compatibility with various substances. The materials synthesized in this lab will be treated according to all applicable safety regulations. rior w. 1s wiTI ttee full 50 -3 and f or meet TC -40 d/ tte uation ts. ►•ors will be lockable. pm --•wi- 1 e larmed. 11� Mahan &DeSa410 lvo h CONSULTING ENGINEERS June 7, 1991 RECEIVED CITY OFTUKWILA JUN 101991 PERMIT CENTER Duane Griffin City of Tukwila :6200 Southcenter Blvd. ,Tukwila, Washington 98188 Regarding.: 91 -T -09 (Boeing Bldg 21 -01 PM & PT Labs) Dear Mr. Griffin, FM(206)620161 (206)6248150 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 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 the drawings and calculations for your use .Sincerely, Cry ta1'Kolke CAGt 2 cc: . Terry Bennett Boeing Military Airplanes P.O. Box 3707 M/S 46-87 Seattle, Washington 98124` -2207 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: M (LITAr ' �i v �(-O % ADDRESS: . (1 . 20 4\ DATE TRANSMITTED: PLAN CHEC ADDITIONAL INFO IGIIATION REQUEST Go �( 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 THE FOLLOWING CORRECT IONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM COMMENT IRe.: "C A IE)RmAt4r L er & o t= 10 t not TTI* M , I , i-b LaTrez. Wtst "ttCer) -- (1rl twat. c. t (W4 .r. .. ac cE) t 'r CAL.. TJGO&S . 6esvA L t eagamt 14 t •t vestet RA1 oNS 0 �L _4 �r .01 , � . -I � , ... _ .I I 1il/ A.. • . W l .� � .. r' 4 es+ WNW 1 I glI( AL. L... • I . .0 • / 1 . MIL c � -' � �. �1 ter. • � 11Ti 1T1T1� /t ' PREPARED BY: DATE: W I DATE : RESPONSE RECEIVED: oth EVALUATION REPORT ropvr1RAIC NOB I(NU rs.I Zion !•roc t• Im. ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials Filing Category: FIRE•RESISTIVE CONSTRUCTION— Gypsum Wallboard DOMTAR 620 SERIES SIIAFI'1VALI. SYS't'F.h1S DOM1'AR GYPSUM 1221 BROADWAY —Tell FLOOR OAKLAND, CALIFORNIA 94612 1. Subject: .Domtar 620 Series Shattwall Systems. 11. Description: A. General: The Dittmar 620 Series Shal'twa11 Systems consist of I -inch Domtar Gyproe ( fireguard 11) pe X) Shaftlincr supported by No. 25 gauge, No. 24 gauge or No. 2(1 gauge galvanized steel "C."1"' studs, and faced on one or both side with single or multiple layers of 92- inch Domtar Gyproc'( Fireguard C or 5 /"- inch Domtar Gyproc" Fireguard ('t)pe X1 gypsum hoard to hOr'r11 a nonbearing partition. The basic construction is all built Iron one side starting with minimum in No. 25 gauge (hare mend thickness = 0.021 inch) galvanized steel ".I" runner channel. 2li: inches wide with 1 r inch and I -inch legs wbi.h are attached to ceiling and flour with approved fasteners spaced 24 inches on center. Minimum 2'/2- inch -deep No. 25 gauge (hare metal thickness = 0.(121 inch) galvanized steel, No 24 gauge (hare metal thick- ness = 0.027 inch) galvanized steel or No. 2(1 gauge (bare metal thickness = 0.039 irlch) galvanized steel "C-T" studs are spaced a maxi- mum of 24 inches on center. Mechanical fastening of the studs to the runner is not required. One - inch -thick by 24 -inch- wide, by length 1 inch shorter than ceiling height; Gyproc" Fireguard )'type X 1 Shaftlincr is inserted in the "J" runners on the shaft side of the wall. Fitch piece of Fireguard Shaftlincr is fastened to the top./ runner with three 1 fs.inch type S screws. Horizontal joints in the Fireguard Shaftlincr need not be hack blocked, but should he staggered minimum 24 inches between adjoining panels. The "C-T" studs are then fitted over the long edges of the hoard. This sequence is continuous with additional panels and studs installed similarly. B. 620 'I \vo -hour Shall wall: "1'he basic construction is as described above under paragraph A. A base layer of ''2 -inch Gyproc" Fireguard C gypsum hoard is installed horizontally with vertical joints over studs and attached to minimum No. 25 gauge surds with I . inch Typc 5 screws spaced 24 inches on center. The face layer of 1/2-inch Gyproe ' Fireguard C gypsum board is installed horizontally with all joints offset 24 inches from the base layer and attached with I N -inch Type S screws spaced 8 inches on center. Joints 00 the fare layer are taped and covered with joint compound. Screw - heads are also covered with joint compound. See Figure No. 1 C. 620 Two -hour Shattwall (Air Shaft): Where the 620 is used as an air shaft in accordance with Section 1002 (a) of the Uniform Mechanical Code as a medium pressure duct systems, the construction is identical with para- graphs A and 13 above except studs shall he minimum No. 24 gauge. The joints and all perimeter connections shall he caulked additionally with a nonhardening caulking compound. and the ('ace layer of 1/2-inch (iyproc Fireguard C gypsum hoard shall he prime coated with an nil or emulsion paint or primer. The air shafts may be assigned a maximum vacuum of 4 inches of water and a maximum pressure of 2 inches of water. Refer to Table No. IV 'for allowable (heights. Inside and outside corners shall he con- structed as shown in Figure No. 2. 1). 621 '1 \wo -hour Shaftwall (Stairwells): The basic construction is as described above under paragraph A. A face layer of 'h -inch Gyproe l' Fireguard C gypsum heard is applied horizontally to each side of 1111111111001 No. 25 gauge studs and fastened with I- inch 'lype S screws and spaced 8 inches on center. Joints are staggered 24 inches on opposite sides Of the wall and are taped and covered with two coats of joint compound its well as screwheads covered with joint compound. See Figure No. 3, Report No. 2541 November, 1987 E. 622 One-hour Shattwall: The basic construction is as described above under paragraph A. A face layer of :Vs-inch Gyproc" Fireguard ('type X) gypsum hoard is applied vertically to the room side of minitnum No. 24 gauge studs and fastened with 1 -inch 'type S screws 8 inches on center around the perimeter and 12 inches on center in the field of the gypsum hoard. The joints are taped and covered with two coots of joint compound along with all screwheads. Sec Figure No. 4. F. Ilorizontal Application of 620 Two -hour and 622 One -hour Shaftvalls: The following constructions are used to provide fire - resistive protection on the underside of stairs and for corridor ceilings in accordance with Section 3305 (g) of the Uniform Building Code. The basic construction is similar to that described in paragraph A. "J" tanners are attached to all intersecting vertical and horizontal framing members outlining the opening. Fasteners are spaced a maximum of 24 inches oil center and require a working Toad of 200 pounds in shear or pullout. "C-T" studs are spaced 24 inches on center and I -inch Gyproc " Fireguard (Type X) Shaftlincr inserted in the top flange. For two-hour protection, two layers of '/2 -inch Gyproc Fireguard C gypsum hoard are applied and finished as described for the 620 two -hour shaltwalis above. For one -hour protection, a single layer of 5 /" -inch Gyproc" Fireguard ('t) X) gypsum board is applied and finished as described for 622 one - hour shaftwalls above, G. Alternate Construction: For the 620 and 621 two -hour shaftwall systems, two face layers of 5 /s -inch Gyproc" Fireguard (Type X) may he used in lieu of the two face layers of Gyproc Ic Fireguard C. 11. identification: Each piece of Domtar 1 /2-inch Gyproc® Fireguard C is imprinted along one edge on the face of the hoard with "'/2'[ype X -C7 Each piece of 'Nauru 5 /s -inch 'type X Gyproc " Fireguard is imprinted along one edge on the face attic board with " 5 /" Type X." Each piece of 1 -inch Type X Fireguard Shaftliner is identified "'type X" along one edge. 111. Evidence Submitted: Reports on fire endurance, hose stream, lat- eral Toad and leakage tests. Findings IV. Findings: That the Domtar Drywall Shaft Partitions complies with the 1985 Uniform Building Code for one- and two -hour fire - resistive noncombustible nonload- bearing partitions, subject to the following conditions: 1. Construction conforms to the description in this report and the manufacturer's instructions. 2. The maximum unsupported heights for the 620 and 621 Parti- tions do not exceed those set forth in 'fables No. 1 and No. 11. 3. The maximum unsupported heights for the 622 Partition do not exceed those set forth in Table No. 111. 4. The maximum unsupported heights for the 620 Air Shaft Parti• lion shall be as set forth In 'fable No. IV. The air shaft shall be assigned a maximum vacuum of 4 inches of water and a maxi- mum pressure of 2 inches id' water. 5. The maximum horizontal spans for the 620 and 622 partitions used horizontally do not exceed those set forth in Table No. V, This report is subject to re- examination in two years. Evaluation reports of 1(.'SO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICIIO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any outer attributes not specifically addressed nor as • an endorsement or recommendation for use of the subject report. • This report is based upon independent tests or other technical data submitted by the applicant. The ICRO Evaluation Service, Inc., technical staff has • reviewed the test results and /or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICAO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1of3 37UD DEPTiK. STUD GAUGE STUD SPACING DEFLECTION SPAN RAT10 LOAD — psi 5• 7.5 ,10 '. 15 •20 , 23fi • 24 - - 120 • 180 240 300 14'- 2" 12'- .5" 11'= 3" 9' -10" 12'- 5" 10' -10" 9' -10" 8'- 7" 11c'3". 9'=10" 8'=11" 7' -10" ' 9' -10" ' 8'- 7" ' 7' -10" 6' -10" • 8' -11" 7' - 10" . • 7'- 1"' 6'- 2" 2',� " 20 24" 120 180 240 360 17'- 1" 14' -11" • 13'- 7" 11' -10" 14' -11 "' .. 13'- 1 "- 11' -10" 10'- 4" 13'- 7" .11c10" 10'- 9" 9'- 5" • 11' -10" • .. 10'- 4" 9'- 5" 8' -. 3" 10'- 9" '9c 5" 8'- 7" 7'- 6" .. 4 " ' 24 24 ", 120 180 240 360 20'- 6" 17' -11" 16'- 3" 14'- 2 ". 17' -11" 15'- 8 "' 14'- 2" 12'- 5" 16'- 3" . 14'- 2" 12'-11" 11C 11' -10" • 11' -10" 11'- 3" 9' -10" 8c10". 8' -10" 8'-10" , • 8' -10" 4 " 20' • 24" 120 ' 180 240 300 24'- 0" . 20' -11" .19'- 0" .16'- 7" • 20' -11" .18'- 4" • 16'- 7"- 14'- 6" 19'- 0" .16'- 7" • 15 1 " . 13'- 2" 16'- 7" - 14 6" . 13'- 2". 11'- 0" • 15'- 1" ' 13'- 2" 12C 10'- 6" ' 8 „ 24 • 24" 120 180 240 • 360 • 27'- • 23' -10" 2Y- 8" 18' -11" 19 9 ".. 19'- 9" 18 -11 • 10'- 6" 14 ' -. 8" 14'- 8" 14'- 8" 14' -' 8" 9 -10 9' -10" • 9' -10" 9' -10" 7'- 4"... 7'- 4" ' 7'- 4" 7'- 4" . 6" 20 24 ", . 120 180 . . 240 .360.: 31'- 6". • 27'- 8" . 25'- • 0" . 21'-10" ' 27'- 6" . 24'- 1" : :21'-10" 19,'- 2" . 25 0" 21' -10" • 19' -10" 17,_ 4" . • 21' -10" • 19'- 2" 17'- 4" 15'- 2 „ . 18'- 3" ` ' 18'- 3" ' 15c 9" 13 9" ., STUD DEPTH STUD GAUGE STUD SPACING ALLOWABLE HEIGHT 21/2" : 25 24" 13' -7" 4 " 25 24" 19' -7" 6 " 25 24" 21' -2" Page 201: 620 and 620 A Figure No. 1 620 Figure No. 2 TABLE NO.1 -- ALLOWABLE HEIGHTSI 620 AND 621 SHAFTWALLS (NO. 25 GAUGE STUDS) 1 The tabulated partition heights are based on the steel studs acting as a composite section with the gypsum board to conform to 5 psf maximum partition loading with a deflection limitation of I/I20. TABLE NO It-- ALLOWABLE HEIGHTS -620 AND 621 SHAFTWALLS (No. 24 AND NO. 20 GAUGE STUDS) 'The labulaled partition heights ire based on the steel studs ac ing as acomposite section with the wallboard io conform to the load and deflection criteria specified in Section 2309 (b) of the code, Report No. 2541 STUD DEPTH STUD GAUGE ALLOWABLE STUD SPAN ' Two -Hour Firo- Resistive RotIng Ono -Hour e - Resisllve R 21/2" oi 4" 4" 6" (1' ' { -'; --r- 1 7' -10" y • _ 5 " 11!. {" 13' -2•, . 14'-8" I7'' -4" : 1 7' -3" ' H , - 10' -7; 1' -1 1" 13'-9" 16' -7 STUD DEPTH . STUD GAUGE STUD SPACING ALLOWABLE HEIGHT* 212" 21" 4" . 4 " , 6" 8 NoINNNN 24" 24" 24" 24" 24" 24" 24" 91- 6" 10' -11 8'40" 14'- 1" 71- 4" 17'- 4" STUD DEPTH STUD GAUGE STUD SPACING ALLOWABLE HEIGHT 21/4 „. 21/2"... 4 ". 4 " . 6" 8 0 , . VONVGYVO N N N N N N 24” 24,, 24" .. Y4 " 24" 24" 11'- 0" 1 3' - 9 " 15'- 3" 18 '_ 3 " 19'- 9" 23'- 7" Page 3 of 3 TABLE NO. III - ALLOWABLE HEIGHTS-622 SHAFTWALLI iDefiection is lhni eel to tho height + 120. Lund = 5 pounds per squat() • Moot, bnsed on s ud propertles.only.. TABLE N0. V-MAXIMUM HORIZONTAL SPANS FOR "C -T" SHAFTWALL STUDS Report No. 2541 TABLE NO. IV- ALLOWABLE HEIGHTS -620 AIR SHAFTWALL 'Stud heights, are bnti l uppoon either n transverse load of 20 pounds' per square foot • • nt .n deflection. of '1.14. inches. or the maximum allowable and.reaction,.whichover governs, as n composite section with the gyp- : sum wallboard. . • DATE S + /L7 — q/ ARCHITECT OR ENGINEER CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** PROJECT NAME Q' /4 /6. '' / ADDRESS ::W �D /o' 2 7/ 9 c7V - D/ CONTACT PERSON / 7 PHONE 3 PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 9/ TYPE OF REVISION: /4L RECEIVED rITY OF TI JKWILA MAY 1 4 1991 PERMIT CENTER SHEET NUMBERS) "Cloud" or highlight all areas of revisions and date revisions. AcraPEzivc May 14, 1991 L- 6210 -TLB -101 Bob City of Tukwila Building Division 6200 Boulevard Tukwila, WA 98188 Subject: Plan Check #91 -152 Dear Bob: Boeing Defense & Space Group Military Airplanes Division P.O. Box 3707 Seattle, WA 98124 -2207 RECEIVED iTV OF TUKWIIA f%Hl i 1 MI PERMIT CENTER Our outside contract engineering firm has submitted the enclosed answers to your questions If you have any more questions please contact me. Terry` L. Bennett Permit Administrator L -6210 46 -87 544-2974; Enclosures May 10, 1991 Ms. Karen Russell The Boeing Company Mail Stop 46-25 P.O. Box 3707 Seattle, WA 98124-2207 Re: PMPT Laboratories, Building 21-01 Tukwila Additional Information Request Dear Karen: ITEM 1. CITY OF RECEIVED MAY 1 4 1991 PERMIT CENTER > UARTE BRYANT Alt( .l1I I I ( :lilt: Per the City of Tukwila, Department of Community Development - Building Division's, Additional Information Request received by this office May 1, 1991, we have the following responses based on our discussions with Mr. Robert Benedicto of the City of Tukwila Building Division: The city requires a letter from the Owner stating the intended use of the attic which will be limited to equipment and not occupied for other than normal maintenance and repair of equipment. Corridors in question are all fire rated corridors conforming to a listed assembly, ICBO Report No, 2541 indentifies construction as submitted, Doors conform to ail appropriate code sections as discussed and clarified with Mr, Benedicto, The intended use of Rooms 107 and 110 have been discussed with Mr. Benedicto. We would advise that the label for each room be changed, both in plan and schedules, to better describe the intended use. Deletion of the word lab from each room, Room 107: Change to SEM office /instrument room. Room 110: Change to FTIR CARY office /instrument room. Room 109: The intended removal and replacement of the existing roll -up door will need to be included in this phase of construction. The roll -up door should be filled In with new wall construction, a new 3' x 7' exit door can be placed to the northern edge of the existing concrete rough opening as discussed May 1, 1991 with Karen Russell. The boiler area in the attic will need to be separated from other spaces by a one hour fire rated separation. A proposed plan for separation is attached. Jlltilr HIM `ll)%IIh h ..,I Ii. W,i 141ulUm 4(11UA i /.UGI .14U 155: Sincerely, DUARTEBRYANT A.E. ,Bryant;. AIA Partner AEB /Ir cc `::, Kraig Penrod Ralph: Baum:: FROM All new door hardware complies with Washington state regulations for barrier free facilities, including Section 5501(c). Please note Section 08710 in the Specifications. 7.. Wood /Harbinger has advised Duarte Bryant that the lighting indicated on the Drawings conforms to code as roquirod. Please note the lighting floor plans which indicate the exit .illumination by use of emergency lighting, ' See Drawings 1E11, 1E12, and 1E15, Should you have any additional questions or comments, please feel free to call us. ..100941 1343 RECE1yE Ms, Karen Russell The Boeing Company May 10, 1991 Page 2 206 "3 "40 0412. f/AIZTIAL, ATTIC FLAN 4 Y,, �! 0 VI a P 1--erg PLAN � tvIA . I -0 I . . . �M, Pr A. Om .1 G Chocked: RECEIVED FROM 206 340 0412 5.10.1991 .13140 DUARTE BRYANT ARCHITECTURE 709Y9 First South Seattle, Wallington 96104 1206) 340.1552 III Mahan&DeSaWo CONSULTING ENGINEERS May 8, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 ,101\1$ MAY 491991 CITE t�F TUt�vv'ILA PLANNING DEPT. Regarding: 91 -T -09 (Boeing Bldg 21-01 PM & PT Labs) 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 624-8151 (206) 624-8150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. q1- 15a Structural 1. Revise the Structural Notes to require special inspection of concrete. 2. Several design moments shown on calculation page 00006 exceed the member capacities shown on page 00007. 3. Verify the 35 ton pile capacity by submitting for review a soils report or a letter from the geotechnical engineer. 4. Clarify the floor loads at the mechanical mezzanine. Include dead load and machinery loads in the framing design calculations beginning on page 00048. Section cut G/S283 at grid L -8 on sheet 2S115 appears to be called out wrong and should refer to G/S282. The building mass calculations on page 00075 and the attic diaphragm calculations on page 00078 do not include the weight of the new mechanical equipment as required by Section 2312(e). 7. Under lateral loading conditions the ledger shown. in Section F/S282 is subject to cross grain tension. Revise this section to show lateral tension ties between the wall and the diaphragm. 8. The GWB draftstop shown in Section M/S282 and 6/A401 does not show framing as required by Section 4711(b) and Table No. 47- G. Also, revise these two sections to correspond to each other. 9. Clarify where the stack and connection details shown on . calculation page 00115 can be found on the drawings. 10. Calculation page 00118 refers to a 26' -6" high wall. Clarify where this type size required. 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 Geiger CAG:1. cc: Terry. Bennett Boeing Military Airplanes P.O.: Box. 3707 MSS Seattle, Washington 98124-2207 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431-3670 PROJECT: 0Ekt4 ok ADDRESS: 3.447 DATE TRANSMITTED: ak.ap THE FOLLOWING CORRECTIONS AND/ORVCLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM L • • A 1•911. CRALIMMIliff • . . . Me:A 4 CR. • •• _ 9 ... • — • °' • La....11 . - • • 40 .41A • ,.. 111• • • t. • • ..(jr,, *Ai • r 40 • ;riii• AIL A ZdL • 1.1 i!!ru. • • t • • A Co • 1 - 1.4 ... • . 11 ' e, • CA .c. LM 11 17) 'ThA IZE.Glutczet) bt-IIESMIt A r4 14PhelzAtiOsnallieagret- nc 114E. Ostt At4PCcat-Fte-46A IRE Access To Ti-kese_ Lt 1 • t kAA )64 t WA. COIMA Icicl Al4c)RATC1- OtX ISTfl- WersetALS_ 17e,otLoppAst4T LA 4.ze.AL: 014e -1400a F l? LAD" cose 5.xir Lookt.i musT lsE 1,..T1) ASSE.Milt.141.5...n PA g_ZQRMED_ C014511ZUe-1 1 114E .4E.. 1145. Coc2.2.0009.. "Rz.00me. 1...te-arIvac r-02.11AiS Coc.isilzOcTLOt.1 64rsrst Aa.-Etvultm Mow tiAtie est4 Teromo F bra.z_arrou. (oMti.4 Otiro Ep.kotp.)t4). 01.X. 64. -yOtetk 25act A. 5. PREPARED BY: te-140 S MAT' exceF__x)s -r E. ALLOW 4LE AREA FO ca The_ moicATED • t-1 i _ • ,.. Ate- OF Era.)Ipt-404T; 4.efiA 4,t 6/1WelL.C.clatrieerr e7 MARX. PLAN CHECK cll IEDITIONAL INFORMAl ION REQUEST G tSZ. C. a • M COMMENT 4. Mareaeth.L.moELows_gr LoleAc-tom AE: LA.uqial 4 1lb 6 A ES c 5c2om e)641-1 oF - rt4e..s-s izzoms. '1,t om haw, letawa 'Ma At EtUrzerl,e-; /13ottE WALlb Ab Ftelotz. 1 6epAlacctot4. PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 F•Actoe I 'MP 4/ LAND_ 6 7/2_8 16o1 A&V1T Mac' 'ESE ( • 041.. • A 11S. not A2.AT1D1-1. - ao1)ifle. IDEA Of. Lit'61V..c) 1- 142. A%Ei.AEL15..5 r.012, DATE: (wile t DATE RESPONSE RECEIVED: ITEM COMMENT a, AL.L .let) ` R . 1.-kA.T.Ixamze M U S T C A m . c > L t w t T 1 4 `R . - C t- ENIE.0 i. • _ A " . • 1 • • '. _ 11 1 •IS 1 •r •a r - — — i A (.. k■ • Gca 5501 (g) • 'yjtuk .ci. 1 ,1 t Co t -.5 A. - e- a.t_vst) Los LAE). A+exA E A CALCUL41TED cr_coPAtsrr L_oAT) > I CO . 64o0, QM _, I * .. LE. R J. _ r _ u . ©I • vh, t4 _ .__ • - p 1 e tt) t`T44 Uttg G, • ?A?)tS (g' AUt, (b) , 1Q...ittowitat 4.15 Cavtartzu co . . . �.`� ...J 'I .AE 'WWI 1 . u..G 0 1' - ! -.- ti • (> Irt A _ • 14 .-1$.- t hS OF .. e.riLstohl5 - beu ELO p, • PLAN CHECK 2 A DITIONAL INFORMATION REQUEST CITY OF TUKW/ILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ° Qet Nq - ` _ of ADDRESS: 24 t-7 S. ./eteelcat DATE: PLAN CHECK NUMBER 91- 152, 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE TRANSMITTED: •APie.. C t l �� Dt� z _, THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. 0 ATE RESPONSE RECEIVED CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: "13Cafa11 -IC4 2.1 -O i FM T'T LAzoeaTacztEs ADDRESS: 4 7 L, t'7f FL- DATE: ?A, ApRoki OCCUPANCY GROUP -Z tv1RC. W TYPE OF CONSTRUCTION V 11 'J'P..64 LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES e) c .- t N q CoW FLOOR AREA OCCUPANT LOAD '1:Z EXITING REQUIREMENTS > e. 3. DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION -, REM, Vtt PART V, CHAPTER 23, U.B.C.1 * t46 1z W.S.E.C. CHAPTER 51-10, W.A.C. NOTES PREPARED BY: ..d dii i PLAN REVIEW LYt .'Dt-�6_LL OU 3•tDS 45 t7 en %NSVLATION "<ce t>5 PLAN CHECK NUMBER -- 162. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 o N k.Vo Coot- UtEtt) uls r r ,._ • # • • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PLAN REVIE ADDRESS: ,F-14-r7 c + p . PROJECT: s.‘ 21-- - Ftv141 V -AF515. DATE: ' acri Prepared by: • PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 nr.c. L1). t - Foy. Racc=csiaD 'WELD isarcA : 1. Comp MAItt3ZIALS -I:S& -- tzo LA& - up -LA43 rrt2 /2oo = c *N/ 12C)A L AA, Z I Cv / ZO:P.3 = a 1861 200 1 I Z F a LA�(///6t.� (wJ. �y/�' `{ [w�R ) . 12 1 A C,/ �.� e � A 1 f1/'�i = At At • // 9� '1h. • Lc). .�/� i • - Q. A • 5 _,./ A i 6 , At t 4fZ. 4. ... CA tt . • • S OCR t` T5 2 + M/3.,1 41.175.0SLOpivISqr LA ( — �l :-.'' t stir_ - - A. ■ P t " - .. S Z.' P il) tG.. .ri. +d 101 ". /tcO , 8O/ In dr. 16z/ too = t ✓ • ''i ,c F A. A — 2132 ZoO ° • ID . r r ., 1 0 _+ = to5A LP 1— A. 1 162 -/ ?oa • iii / lcS1S LA6 1-A E. 11 ZOO = to '!( ✓ tO6G 1..Ne I -C /Zoo - a 4 ► . a ._ el • * v" 0 . ► f i G • .r_• = 3 *1 1 • ►l is c et. ZOO - 1b8 13Ve 13V LA13 51n/200 -= * N. 14..:..t. * ,.--' •' 4:1 . G . A4 G 1 ...i . 0 • A .. c G 2: 000 = I *. N.&. it `` * .4J. (, r /+ III CFVIOS uoo/ IOC = Z goo 113 Ste--GT. 2410/ 00 ' 6 [a !,n .. 3 •A - l2 1 l5 -cte.7 phtst-r. A i i e '5Ktepik opctoe Lt 942 t oo = t2 11 1XtST'l t ces - me) /ton = - 74- _ ? 1 4.1..e 1(ei °1 "AL. 0CG 'TF4vs Nal * T w o EXiT5 READ C > ZoocV. tN MEP) 440 Pr >1 S Fvtot E rT 702 b. Z CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PLAN REVIE ADDRESS: ,F-14-r7 c + p . PROJECT: s.‘ 21-- - Ftv141 V -AF515. DATE: ' acri Prepared by: • PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: -`_, tC.i S1 _01 ADDRESS: DATE: C PLAN REVIE PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: •.41INr.. Ill - u S t f .:. S:' ' ', . L Lae AND • • c , - :t. ;...W U ' O. EctTS * . 702. to %. ._ • • 1 • was •. 1 1. - D -VA t o t IA . V tz. • • .a) , • .. p ... ►. — :4- . . . M. Sr. . ,• . , ..111,: _ _ , Cr-- _.._ CO r1.f..• .l it II . , ••., II a . . ...• • • Ou A. ."_ 1' 7 ... 20 V . r. r-.. A 1., • ► ..P_ -. • .... .. o (_ A . . ".. „ 1 nN4 Om, a - 14is AelE.4. LI t Lt 47012a6 MOE of a306 t QEOt Gowwti1G1415 , L 1 ...4.r.:2...'. ga._c_ C 1 r . r...• E _ .0 ■c rr.. tS T p ) (V CO1L t. PAWLS 11-1 Cc31' o/ t4 , ►. . e +. , . C..e. '( rrh12 t 77 lag 4110 NOTE. 1t..1 GaMVlrytEt'('S. 1 Es S. 14 LINN& >240 et K1 Me . CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: -`_, tC.i S1 _01 ADDRESS: DATE: C PLAN REVIE PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: CITY OF TUKWILA Ovum II TIICENTER BOULEVARD, TUKµ7LA, WASHINGTON 98188 PHONE #(2061433.1800 Gary L, VanDusen, Mayor TO: FROM: DATE: SUBJECT: So.e'■ -1 1-o) MEMORANDUM c i U_ 6. c- cr ci - oI. v , r (Q..v i -e w DRAWING INDEX SHEET SHEET TITLE SNOT SHEET TITLE A -1 C -30 1A1EX 1A11 1Al2 1A15 M1A11 M1Al2 TITLE SHEET SITE PLAN,ABBREVIATIONS & SYMBOLS EXITING P LAN LS COMPOSITE MATL. LAB FLOOR PLAN MATL. DEV. LAB FLOOR PLAN MATL. DEV. LAB FLOOR PLAN • COMPOSITE MATL. LAB ATTIC PLAN MATL. DEV. LAB ATTIC PLAN 1M62 2M61 2M62 2M65 RFM61 RFM62 RFM65 HVAC FLOOR PLAN HVAC FLOOR PLAN HVAC ATTIC' PLAN HVAC ATTIC PLAN HVAC ATTIC PLAN ROOF PLAN ROOF PLAN ROOF ,,PLAN M1A15 MATL. DEV. LAB ATTIC PLAN M310 CONTROL DIAGRAMS 1A281. COMPOSITE MATL. LAB REFL. CLG. PLAN M311 CONTROL DIAGRAMS 1A282 MATL. DEV. LAB REFL. G. PLAN M360 PIPING DIAGRAMS 1A285 A110 A160 MATL. DEV. LAB REFL. 'e NON . 4" BUILDING SECTION PERM ROOF PLAN A RM� AN M362 M363 M364 HVAC LEGEND & SYMBOLS HVAC EQOPMEN SCHEDULES HVAC EQI�IPMENT SCHEDULES A200 A201 A202 WALL PARTITION SEC (TCJ Q v A � WALL DETAILS /RED. DETAILS M365 M366 M367 HVAC SECTIONS HVAC DETAILS HVAC DETAILS A203 A350 DETAILS DOOR, ROOM FINISH, WALL SCHEDULES M36 M368 HVAC DETAILS PLBG. LEGEND,SYMBOLS & SCHEDULES A400 DOOR JAMB DETAILS M502 PIPING DETAILS A401 INTERIOR DETAILS M503 PIPING DETAILS A402 DETAILS A403 DETAILS El SYMBOLS & DETAILS E4 ONE LINE DIAGRAM S1 GENERAL NOTES 1E11 LIGHTING FLOOR PLAN 1561 FND & FLOOR SLAB PLAN 1E12 LIGHTING FLOOR PLAN 1S62 FND Sc FLOOR SLAB PLAN 1E15 LIGHTING FLOOR PLAN 1S65 FND Sc FLOOR SLAB PLAN 2E11 LIGHTING ATTIC PLAN 2S111 ATTIC FRAMING PLAN E6B ADT,PAGING,TELEPHONE 2S112 ATTIC FRAMING PLAN E6C ADT,PAGING,TELEPHONE 2S115 ATTIC FRAMING PLAN E6F ADT,PAGING,TELEPHONE S161 ROOF FRAMING PLAN E9B GROUNDING FLOOR PLAN S162 ROOF FRAMING PLAN E9C GROUNDING `FLOOR PLAN S165 ROOF FRAMING PLAN E9F GROUNDING FLOOR PLAN S280 SECTIONS & DETAILS SEPARATE 1E61 FLOOR PLAN -208Y /120 V POWER S282 SECTIONS & DETAILS P AND 1E62 FLOOR PLAN- 208Y/120 V POWER S283 TRENCH DETAILS APPROVA 1E65 E65 2E62 FLOOR ` PLAN- 208Y/120 V POWER ATTIC PLAN-- 208Y/12.0 V POWER OM111 PLUMBING FOUND. PLA ff QUIRED 2E65 ATTIC PLAN- 208Y/120 V POWER 0M112 PLUMBING FOUND. PLAN 1E111 FLOOR PLAN- 480Y/277 V POWER 0M115 PLUMBING FOUND. PLAN 1E112 FLOOR PLAN- 480Y/277 V POWER 1M111 PLUMBING FLOOR PLAN 1E115 FLOOR PLAN- 480Y/277 V POWER 1M112 PLUMBING FLOOR PLAN 2E111 ATTIC PLAN- 480Y/277 V POWER 1M115 PLUMBING FLOOR PLAN 2E112 ATTIC PLAN- 480Y/277 V POWER 2M111 PLUMBING ATT!C PLAN 2E115 .. ATTIC PLAN- 480Y/277 V POWER 2M112 PLUMBING ATTIC PLAN 1E211 SECURITY SYSTEMS PLAN 2M115 PLUMBING ATTIC PLAN 1E212 SECURITY SYSTEMS PLAN 1M161 PIPING FLOOR PLAN 1E215 SECURITY SYSTEMS PLAN " 1M162 PIPING FLOOR PLAN 1E261 SMOKE DETECTOR & FIRE ALARM PLAN 1M165 PIPING FLOOR PLAN 1E262 SMOKE DETECTOR & FIRE ALARM PLAN 2M161 PIPING ATTIC PLAN 1E265 SMOKE DETECTOR Sc. FIRE ALARM PLAN 2M162 PIPING ATTIC PLAN E500 DIAGRAMS AND > MOTOR ` CON. SCHED. 2M165 PIPING ATTIC PLAN E501 ELECTRICAL SCHEDULES 2M170 PIPING DIAGRAMS E502 PAGING DETAILS 1M261 FIRE PROTECTION PLAN 1M262 FIRE PROTECTION PLAN . 1M265 FIRE PROTECTION PLAN 1M61 HVAC FLOOR PLAN - . 61iikilitililh!iiiihilliiliiiliiiirolittiiiiil 8; IL,. 8 9 Y 5.. i 'l�lfilllll�l��ll��l � l���l�l��i��l���l�� � i��l���f �I t : KING COUNTY AIRPORT OFFICE 0 CENTER (FAA) FROM SEATTLE TACOMA AIRPORT REVISION VICINITY MAP • ga o st ot 99 FROM DOWNTOWN SEATTLE EAST MARGINAL WAY CORPORATE PARK 31A BY 430EIINIG ACCESS RD 599 TUKWILA 900 PROJECT SITE 1 EXIT 158 APPROVED DATE SN DEVELOPMENTAL CENTER, . FROM KENT & AUBURN B0 900 NO SCALE REVISION EAST N NG M 21 -.01, 9 M \ 21 -03 21 -02 BLDG. 21 -01 ADDRESS: 3417 S0. 120TH PLACE TUKWILA, WA.. (EAST vARGI \AL ;WAY CORPORATE ,PARK) BY SOUTH 120t ti 21 -05 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 APPROVED PLACE DATE TARP A AINNIM•M 1.� • & PT iA8OPk0k PROJECT SITE NO SCALE ARGINAL WAY CORPORATE PARK ArigrAiErAfig FACILITIES DEPARTMENT RDLANES CHECK BOX IIII I ItLi „ . I ,.1111I1 IIIIIL i[1ILII III[►11 IIII►11 TIII111 � 3 .. 4 f 51 I .. 61.;1 Note e —tm t ® BRIEF PROJECT NARRATIVE GENERAL NOTES PROJECT CHECKLIST SFA L s CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY BOEING FIELD REPRESENTATIVE SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. REVISIONS TO BE APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED REVISED WORK. REMODEL OF EXISTING GROUP B -2 OCCUPANCY OFFICES AND LABORATORIES TO PROVIDE IMPROVED SPACE FOR OPERATIONS OF BOEING MILITARY AIRPLANE PARTS, MATERIALS AND PROCESSES TECHNOLOGY IN AREAS OF BUILDING DESIGNATED AS 21 -01, PROPOSED REMODELED AREAS TOTAL ABOUT 20% OF THE n P /1 RA r EXISTING BUILDING. �MI ANp . APPROVAL REIN], D [XJ THESE-DRAWINGS CONFORM TO THE 1988 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. DE COMPLETE BUILDING FLOOR PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. [X1 ENGINEERING CALCULATIONS ( IF APPLICABLE ) DO ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF C!VIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS IX] 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS O 3. MECHANICAL, 2 COMPLETE SETS O 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS n AUBURN, . WA. OEVERETT, WA. D KENT, WA. [1] PORTLAND, OR. ❑ RENTON, . WA. II SEATTLE, WA. 98002 98201 98031 97220 98055 98124 REGISTERED ARCHITEC STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN MIND /OR SPECIFICATION IS APPROVED APPROVED BY •10 1 FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contraclor's copy of approved plans ack w . Date Permit No LAND USE, CODE CODE REFERENCES OCCUPANCY GROUP CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL) BUILDING HEIGHT: STORIES: OCCUPANT LOAD: FIRE PROTECTIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED DATE SUBTITLE 4--1 1--91 CODE SUMMARY • 3 739 EXISTING TITLE SHEET BMA, PM & PT LABORATORIES qi TUKWILA M —HP 1988 UBC WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FEE CODE ADDITIONS PER CITY OF TUKWILA B -7 OFFICE, NO CHANGE IN OCCUPANCY (EXISTING ,MIXED USE B 2/B -4) V SPRINKLER (REMODEL: 1 HR SEPARATION & LAB PARTITIONS) SEPARATION 90 FEET (3— SIDES) BUILDING FOOTPRINT 98,600 SF PROJECT AREA 21,300 SF 27'-4” 1 164 REMODELED AREA FULLY AUTOMATIC, WET PIPE THROUGHOUT 3 D.C. SHEET CITY 'AF ThKWIEA "APPROVED 24 1991 JU BUILD N +►!VISION LAST REVShON I SYMBOL DATE A- JOB NO. 900032 DWG NO. 21 01 - A -1 /PR 17 'tjt 1. , _.a ittighiiiiifrilliiimilittirdihrttitillilliiiiiihN ill iiiiiiii r, or? $ • 4; • • 1 4OP • REVISION w N) ZI 00 S 87 30' 37" E 726.40' •■• ••••• , MMMIIM41111%1 , NOMMM■ MEMO MI= OM= S. 120TH PL N 89° 16' 15" W 190.00' 4 BY 4 6 4•1111 IM 1 1 MOOG IIIMIND IIMONINIMM■11. c '-0 .11011•11.1 APPROVED 1- z IJJ a hi < w 1•1 0 < 0 .••••••■ BLDG. 21-01 EJ I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I r 89° 16' 15" E 589.99' DATE ro 01 45 , iN 1 FACILITIES DEPARTMENT d111.0104 ILLAJW.11•41/i4M. la JON MIM N 88° 11 23" W EXISTING BUILDING 474.02' S. 124TH ST. SITE PLAN 1" = 1 0 -0" El AUBURN, WA. 98002 O EVERETT, WA. 98201 • KENT, WA. 98031 O PORTLAND, OR. 97220 RENTON, WA. 98055 ▪ SEATTLE, WA; 98124 N 28° OD 23" W 104.42' N 16' 59' 11" W 100.50' N 11' 16' 33" W 13.28' GLENN h. bUARTE STATE OF WASHINGTON R GISTERE A C ITEC APPROVED BY ARCHITECTURE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DUARTE BRYANT DRAWN BY CHECKED EN DEPT. DME CHECKED APPROVED APPROVED DATE 4-11--91 LEGAL DESCRIPTION LOTS 1 TO 16, VACATED BLOCK 3 AND Lq 1 TO 8, VACATED BLOCK 4, IN THE PLAT OF RIVERTON, BEING A REPLAT OF RIVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PAGE 36 IN KING COUNTY, WASHINGTON: TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M„ IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST MARGINAL_ WAY IN THE NORTHWES QUARTER OF SAID SECTION 10; THENCE SOUTH 16° 29' 05" EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 78` 43' 27" WEST 415.05 FEET; THENCE NORTH 87° 30' 37" WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH 01' 48' 37" WEST ALONG SAID WEST LINE TO THE NORTH LINE OF THE AFORESAID PLAT OF RIVERTON; THENCE EASTERLY ALONG SAID NORTH LINE TO A LINE PARALLEL TO AND 820 FEET FROM THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PARALLEL LINE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS pESCRIBED IN DEED RECORDED UNDER, FILE NUMBER 5612479; THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERSO PROPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. ABBREVIATIONS AFF ACT AB CT CONC DIA EA EL EQ EXIST FOS FEC FB GALV GA. GL GLU - LAM GWB HM INSUL LAB MTL NIC NTS PNT REF RCP RO SQ STL TYP UBC - W/ 0 LEGEND EARTHWORK GRAVEL CONCRETE/MASONRY * ASPHALTIC CONCRETE IGWB G LAS S_/ P LASTIC GLAS METAL ell METAL-OMIT r ABOVE FINISH FLOOR ACOUSTIC TILE ANCHOR BOLT CERAMIC TILE CONCRETE DIAMETER EACH - ELEVATION (GRADE) EQUAL EXISTING FACE OF STUD FIRE EXTINGUISHER FLAT BAR GALVANIZED GUAGE GLASS; GLAZING; GLAZED GLUED LAMINATED BEAM GYPSUM WALL BOARD HOLLOW METAL INSULATION; INSULATE - LABORATORY METAL NOT IN CONTRACT NOT TO SCALE PAI NT(ED) REFERENCE . REFLECTED CEILING PLAN ROUGH OPENING SQUARE STEEL TYPICAL UNIFORM BUILDING CODE WITH AT FEET INCHES ROUND, DIAMETER [Pi 4 EXIT -INDICATION AP t , AT SMALL SCALE R > SUBTITLE SITE P ABBREVIATIONS ' SYMBOLS TITLE ARCHITECTURAL BLDG. 21-01.1 SYMBOLS SECTION IDENTIFICATION AT SMALL SCALE LIGHT TILE-OMIT INDICATION WOOD M PLYWOOD, THROUGH MISCELLANEOUS ! WOOD FRAMING, INTERRUPT Y WOOD FRAMING, THROUGH A P 44I E D 1 1 MEMBER it 04. 1991 RIGID INSULATION N m ION 8 y r i T tA MEMBER MASTER INDICATES DIRECTION OF CUTTING PLANE LETTER INDICATES SECTION A 2 A S WHERE SHEET NO WHERE SECTION IS TAKEN DETAIL IDENTIFICATION .111111,. .,11/1111Mil. NUMBER INDICATES A-2 A3 1 II IC rIDMA/ki DETAIL fl SHEET NO. WHERE L./LI L_ 111 \p v PMPT LAB •SHEET NO. WHERE DETAIL IS 'TAKEN Ilifil t e nrcoviz n LAST REVSION SYMBOL SHEET JOB NO. DWG NCI C 30 900032 21-01-C30 DATE OF r.: 1 1 2 3 11111111111(1111 1111111r 1 1111111 I I • I 41' I 51 I 61I No.ls • • • 'Pfreo 1 , ..COMPOS - .MAT RIAC.. - � NE � - �R. FIRE 0 1 0 . ......... AREA r co ccv WALLS NEV.'r- N �ccavarvcr. i° 1 $fPARA 110N.'. ALL.... I l - Ai r ir . " 1/ A4 e# ,AtfAA "rg : 7 1 11 741:A/rA/J" vAI NEW 1 HR FlR '.- CORRIDOR WALL r0° ei Artgrearrareir r v -A J vvAAA rr' vi 7 r. .. .# v„. di P � MATERIAL A VELOPK/1ENT REA F X Si. 2 -HR. � �- - E %ISi Z HR ". RE W , , 9 , ) I FIRE• WALL • I • SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 4 AngrArarAW FACILITIES DEPARTMENT DRAWN BY DATE 4-- 11-91 • AUBURN, WA. El EVERETT, WA. (� KENT, WA. El PORTLAND, OR. • REN FON, ..;WA. ® SEATTLE, WA. 98002 98201 98031 97220 98055 98124 GLEN R STATE OF REGISTERED ITEC HING1 EXITING PLAN SCALE: 1" = 20'-0" DUARTE BRYANT ARCHITECTURE ACCEPTABILITY tits DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED ENGR. CHECKED SUBTITLE TITLE EXITING PLAN BLDG 21 -01.1 • 7Es) ARCHITECTURAL MASTER CITY OF TUKWILA APPROVED JUF4 1931 BUI DIN • DIVISION >/./4 0 7/0"0"//, /r/PrA Q Oi G.5 KEY PLAN" PMPT LAB. SHEET CITY OF'tlll' .11.r, t 7 titi LAST R M 1A1EX JOB NO. 900032 SYMBOL DYNG NO. . 21--01 -1A1EX DATE OF IIIrIIIrII�TII I�I�I�L(Lllll�l llrllll rLrlrll I 1 1 IIL�III 1 II1( 4 j � ( I . 5 1 61 No.18 �csrpwca w. mlIhltitilmilgiiii iifrriiri ii���i��gnIttilmilirtildliiiiii itii 'Pfreo 1 , ..COMPOS - .MAT RIAC.. - � NE � - �R. FIRE 0 1 0 . ......... AREA r co ccv WALLS NEV.'r- N �ccavarvcr. i° 1 $fPARA 110N.'. ALL.... I l - Ai r ir . " 1/ A4 e# ,AtfAA "rg : 7 1 11 741:A/rA/J" vAI NEW 1 HR FlR '.- CORRIDOR WALL r0° ei Artgrearrareir r v -A J vvAAA rr' vi 7 r. .. .# v„. di P � MATERIAL A VELOPK/1ENT REA F X Si. 2 -HR. � �- - E %ISi Z HR ". RE W , , 9 , ) I FIRE• WALL • I • SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 4 AngrArarAW FACILITIES DEPARTMENT DRAWN BY DATE 4-- 11-91 • AUBURN, WA. El EVERETT, WA. (� KENT, WA. El PORTLAND, OR. • REN FON, ..;WA. ® SEATTLE, WA. 98002 98201 98031 97220 98055 98124 GLEN R STATE OF REGISTERED ITEC HING1 EXITING PLAN SCALE: 1" = 20'-0" DUARTE BRYANT ARCHITECTURE ACCEPTABILITY tits DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED ENGR. CHECKED SUBTITLE TITLE EXITING PLAN BLDG 21 -01.1 • 7Es) ARCHITECTURAL MASTER CITY OF TUKWILA APPROVED JUF4 1931 BUI DIN • DIVISION >/./4 0 7/0"0"//, /r/PrA Q Oi G.5 KEY PLAN" PMPT LAB. SHEET CITY OF'tlll' .11.r, t 7 titi LAST R M 1A1EX JOB NO. 900032 SYMBOL DYNG NO. . 21--01 -1A1EX DATE OF IIIrIIIrII�TII I�I�I�L(Lllll�l llrllll rLrlrll I 1 1 IIL�III 1 II1( 4 j � ( I . 5 1 61 No.18 �csrpwca w. 7' HIGH WOVEN WIRE MESH PARTITION WALL EXIST. EXTERIOR WALL E 1A11 A200 AUTOCLAVE LAB NTROL JOINT ABOVE DOOR LAY—UP LAB 1 HR. FIRE RATED SEPARATION WALLS CONTROL JOINT ABOVE DOOR EXIST. DOORS REVISION 1A11A202 APPROVED FACILITIES DEPARTMENT (� AUBURN, WA. CI EVERETT, WA. C KENT, WA. D PORTLAND, OR. CI RENTON, .WA. • SEATTLE, WA. REGISTERED A "CHITEC N. STATE OF WASHINGTON DUARTE BRYANT ARCHITECTURE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN BY CHECKED ENGR. CHECKED APPROVED APPROVED DATE 14- . 11 -91 .BLDG 21 -01.1 D/F \ 1/3 ARCHITECTURAL MASTER PMPT LAB tlECrN Erg CITY OF Tl!`..WIIA APR 1 7 1 V tam LAST PtifititiTCE 21- 01 -1A11 rn 57' -8 1A11A200 EXIST. N.I.C. 58' R.O. 3'-4 1 /2" X 7 1/4 0 1/4 A200 EXIST. ` ROLL —UP DOOR CONTROL JOINT FIRE HOSE CAB. F.E.C. 1 HR. FIRE RATED SEPARATION WALLS I I I I i I I I I I r1 - I I I II.I I,I ro cy EXIST. N.I.C. I I � ,1,IIII�IIIIII IIIII IIII III tIIIIII'III IIIIrII I 3.. 4 I 5 1 58' -0" 29' -0" COPOSTE MATERIALS LAB FLOOR PLAN SCALE: 1 /8" 0 REMOVE EXIST. DOOR Sc FRAME INFILL WALL SEE DETAIL INSTALL BUMPER RAIL THIS SIDE SEE DETAIL 1A11A2 2 C � INSTALL CORNER GUARDS TYPE 8 WALL HT. TO UNDERSIDE OF ATTIC GENERAL NOTES PAINT NEW GWB WALL THIS SIDE TYPE 13 WALL HT. TO UNDERSIDE OF ROOF STRUCTURE SEE INTERIOR ELEVATION rt CITY OF TUKWILA APPROVED •JuN•4 t BIASING DI' SIO S A4 29' —0" 58' -0" EXISTING OFFICE END OF EXIST. WALL EXIST. WIRE MESH PART. WALL - EXISTING - H DOOR EXISTING AISLE Li MATCH LINE ik 3' EXIST. `- EXIST. ROLL — UP DOOR ON FUSIBLE LINK 1Al2 A201 STORAGE EXISTING DOORS 11141 11 1A1 2,A201 1Al2 A200 CONTROL. JOINT BY EXIST. VEST. 0 1 HR COR. V2 19� 7' -8" 4 NEW `✓T FIRE HOSE ABINET 1Al2 A203 C 'TYP. APPROVED 8 1Al2 A2b0 7 3/4" 1 2" END 1 HR. COR. 1199B DAIS r0 10 J IC tl hJII 2viI 8' -3 1/4' OF EXIST. VEST. WALL 4' -0" 15' -0" 4 STORAGE 10 2' -5" TYP. 7 3/4" OFFICE 1102 5 1Al2A2 1 N ) 1Al2 A201 Eli FACILITIES DEPARTMENT 58' -0" CONTROL JOINT POLYMER CHEM. LAB [1031 57 -0 7 1Al2 A201 EXISTING OFFICES N.I.C. D AUBURN, WA. 98002 EVERETT, WA. 98201 El KENT, WA. 98031 E PORTLAND, OR. 97220 El RENTO.N, 'WA. 98055 U SEATTLE, WA. 98124 A 1Al2 20 III III ,111th 111 111 111111, III IiI 11111!1 ' 41 1 5 1 1 � 5 1;' No.10 G N STATE OF 4 1/8" RE ISTERED A ITEC HINGTON 1Al2 A201 TYP 8 1Al2 A201 FUTURE OFFICE 1 Ti 4� 29' -3 1 /2 "± SCALE: 1/8" = 1'-=0' DUARTE BRYANT ARCHITEC ACCEPTABILITY THIS DESIGN AND /OR SPECIRCAnoN IS APPROVED 58' -0" 1 DRAWN BY CHECKED ENSR. CHECKED APPROVED APPROVED t4Qb EXISTING OFFICES N.I.C. MATCH LINE MATERIAL DEVELOPMENT LAB FLOOR PLAN APPROVED BY DEPT. DATE 4- 11--91 SUBIlitE MATERIAL DEVELOPMENT LAB FLOOR PLAN EXISTING DOOR EXISTING DOOR 4. BLDG 21 --01.1 Wit N 4 REMOVE EXIST. WALL & DOOR FRAME IN NEW EXIT CORRIDOR REPAIR EXIST. TO ACCOMMODATE NEW CONSTRUCTION. EXIST. WALL TYPE TO MATCH NEW WALL TYPE 8. IN—FILL FULL HT. ALINE NEW WALL TO EXIST. WALL • ARCHITECTURAL MASTER H L 1 /5 PMP1` . LAB, GENERAL NOTES CITY OF TUKIiiII.A APPROVED JUN _ 1991 I BUILDING D1VIOION SHEET DWG NO. �irr ��t� c rr 0 + ll: .! LA APR 1 19 LAST REVSION SYMBOL 1Al2 JOB NO. 900032 21-01-1Al2 •1 thiiI . • MiI i' EXIST. SIDEWALK REVISION R.O. 3' -4 1/2 "+ X 7' -2 '1/4 "+ APPROVED DATE CONTROL JOINT EXISTING DOOR NEW SIDEWALK 1A1 5 A203 1A15 A200 3 1A1 5 A203_ ELECT. NEW SIDEWALK El AUBURN, WA. 98002 D EVERETT, WA. 98201._ KENT, WA. 98031 0 PORTLAND, OR 97220 RENTON, WA. 98055 in SEATTLE, WA. 98124 2 ,V�„ TO1A15A203 SHOWER 4' -10" REGISTERED .ARCHITEC ATE OF WASHINGTON .1A15 A200 AR CH I1ETh RE DEPT. DATE DUARTE BRYANT FIRE HOSE CAB. 19' -10 3/4" DRAW 9Y CHECKED APPROVED 11 CONTROL JOINT . 'OPTICAL PROPERTIES LAB SURFACE MOUNT 32:- 0 .1/2" FIRE HOSE CAB. R.O. '3' -4 1/2"x7'-2 1/4" + f� 33'- -9 3/4 "± EXISTING DOOR APPROVE BY Al A201 OFFICE LAST REVSION aHEET BLDG 21 01:1 H \ 5/8 EXISTING ROLL -UP DOOR REMOVED BY OTHERS. NEW WALL IN -FILL AND NEW 3' x 7' DOOR BY OTHERS. PMP I LAB 5-"4-91 29' -O" EXIST. N.I.C. 16' -3" EXIST. GWB MATCH LINE DRINKING FOUNTAIN 18 "X18 "SQ. FIRE HOSE CAB. F.E.C. 8' -3 1/2 CONTROL JOINT STORAGE 11 141 1A15 A203 EXIST. SIDEWALK EXIST. GWB 1 111,1 iI' II 111 11 I L "I [ I 1 1► , l I I�I�i NO.18 0"*.r.iCLt.1: vIATERIAL DEVELOPMENT LAB FLOOR PLAN SCALE: 1/8" = 1' -0" EXIST. DOOR EXIST. GWB EXIST. GWB �.� 5.0'Nc% • GENERAL REMOVE EXIST. DOOR & FRAME • & INFILL WALL TO MATCH EXTEND ` SIDEWALK TO NEW EXIT DOOR 27" UNDERSIDE CLEARANCE ON WATER FOUNTAIN SAWCUT NEW OPENING REF. MECH. 1M65 FOR FIRE DAMPER DETAIL REF. STRUC. 1S65 FOR LOCATION OF EXTERIOR EQUIPMENT PADS DOUBLE LAYER GWB WALLS, STAGGER JOINTS AND BUTT TOGETHER, INNER LAYER WITHOUT FIRE TAPING TYP. ti EXIST. ELECTRICAL PANEL • OPEN TO BELOW M1 142 00 3 ATTIC PLATFORM NEW PLYWOOD FLOOR REF. TO 2S111 M1A11A403 21'- 7 -0" WIRE MESH PARTITION BELOW 5 � M 1A11 A202 17' 6 M1A1 1 A202 REVISIOiW If BY APPROVED DATE FACILITIES DEPARTMENT • i1r rlr 111 11 1 111 11T • AUBURN, WA. ❑ EVERETT, WA. 0 KENT, WA. O PORTLAND, OR. El RENTON, WA. 11 SEATTLE, WA. 98002 98201 98031 97220 98055 98124 2 l I,Lr.'li'li L11111 �1r11 1111111 IIII1111111111 I I 3C. L . I 41 1 1 1 61.7. No.18 r\ \ REGISTERED, 1 ARPHITECT Alt OE WASHINGTON COMPOSITE MATERIALS LAB ATTIC PLAN SCALE: 1/8" = 1' -0" DUARTE BRYANT APPROVED BY ARCHITECTURE ACCEPTABIUTY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN BY CHECKED ENGR. CHECKED APPROVED APPROVED DATE —11 —91 TITLE .BLDG 21-01.1 SUBTITLE COMPOSITE MATERIALS LAE3 ATTIC PLAN D/F 1/3 GENERAL NOTES TYPE 13 WALL HT. TO UNDERSIDE OF ROOF STRUCTURE SEE INTERIOR ELEVATION 403 ARCHITECTURAL MASTER PMPT LAB JOB NO. CITY OF TUKW LA APPROVED 1U 24 1991 BU LDIN DIVISION 13Ec:RI CITY OF TU1:W LA -%? 1 7 13;41 LAST I1 CI: SHEET . M 1AI 1 900032 (L) D WG NO. 21-01-M 1 A1'1 OF • iT!�� I � �.£i� migriirti 1 1 T i froitifilliiiir R . 8 IL 9` � 9 T3 £ ., Z. w3i".. ti EXIST. ELECTRICAL PANEL • OPEN TO BELOW M1 142 00 3 ATTIC PLATFORM NEW PLYWOOD FLOOR REF. TO 2S111 M1A11A403 21'- 7 -0" WIRE MESH PARTITION BELOW 5 � M 1A11 A202 17' 6 M1A1 1 A202 REVISIOiW If BY APPROVED DATE FACILITIES DEPARTMENT • i1r rlr 111 11 1 111 11T • AUBURN, WA. ❑ EVERETT, WA. 0 KENT, WA. O PORTLAND, OR. El RENTON, WA. 11 SEATTLE, WA. 98002 98201 98031 97220 98055 98124 2 l I,Lr.'li'li L11111 �1r11 1111111 IIII1111111111 I I 3C. L . I 41 1 1 1 61.7. No.18 r\ \ REGISTERED, 1 ARPHITECT Alt OE WASHINGTON COMPOSITE MATERIALS LAB ATTIC PLAN SCALE: 1/8" = 1' -0" DUARTE BRYANT APPROVED BY ARCHITECTURE ACCEPTABIUTY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN BY CHECKED ENGR. CHECKED APPROVED APPROVED DATE —11 —91 TITLE .BLDG 21-01.1 SUBTITLE COMPOSITE MATERIALS LAE3 ATTIC PLAN D/F 1/3 GENERAL NOTES TYPE 13 WALL HT. TO UNDERSIDE OF ROOF STRUCTURE SEE INTERIOR ELEVATION 403 ARCHITECTURAL MASTER PMPT LAB JOB NO. CITY OF TUKW LA APPROVED 1U 24 1991 BU LDIN DIVISION 13Ec:RI CITY OF TU1:W LA -%? 1 7 13;41 LAST I1 CI: SHEET . M 1AI 1 900032 (L) D WG NO. 21-01-M 1 A1'1 OF i 1 11 lc7 fl iilfttt I Iiff i ifI OPEN TO BELOW M1Al2A402 EXIST. NEW ROLL UP ACCESS DOOR NEW WORK MATCH LINE NEW DRAFT STOP DOOR— TYPICAL M1Al2 5 A401 EXISTI —� BY APPROVED RAMP DATE r RAILING NEW PLYWOOD FLOOR —\ s� r■1•14kl . M1Al2 A401 TYP Aino4E ®AW FACILITIES DEPARTMENT EkisrINr, -, \ I NEW GWB DRAFT STOP EXIST. CATWAL�t I M 1IAl2 A200 RAILING EXIST. STAIR TO REMAIN 3 M1Al2 A401 EjAUBURN, WA. n EVERETT, WA. E] KENT, WA. n PORTLAND, OR. D REN TON, 'WA. • SEATTLE, WA. l�llr I I ( I T I I I I I L .. Ir. I I i ilI rlr Ilrlrl °T rlr rII Ilrlrlr r11 rII r i rlI�III rII� i IIr r I I ' � i t 1 ' I I ( I I ; , I 3 4 1 � 5I II 6,a I • No:18 0`'•.,i., +• 98002 98201 98031 97220 98055 98124 6' O" rt DN DN 3+3+ \REGISTERED 1 ARCH!TE T V:0 6 STATE OF' WASHING ON , ----r- EXIS EXIS TO F EXIST. DRAFT STOP . 'STAIR ENAAIN NEW PLYWOOD FLOOR REF SHEET NO 2S112, 2S115 APPROVED BY SCALE: 1 /8" 4X14 � xisiiNc DUARTE BRYANT ARCHITECTURE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE JOIST 0 DRAWN BY CHECKED ENGR. CHECKED APPT OVED APPROVED 6'_0" O.0 EX ST. STAB R TO REMAIN DATE 4-11-91 MATERIAL DEVELOPMENT LAB ATTIC FLOOR PLAN SUBTITLE MATER!AL DEVELOPMENT LAB ATTIC PLAN TITLE imasimemilommilawhison DN L_ MATCH LINE 4 0 m •J U BLDG 21-01.1 H/L � 1/5 ARCHITECTURAL MASTER F M PT LAB CITY OF TUKWiIA APPROVED JUN SUILDING DI 19 ION * 0 fti LAST REVSION SHEET JOB NO. DWG NO. liE(:ri` .t: i) CITY OF Ti !�4 °crILA M1Al2 900032 21 -01 -M1Al2 OF :1 61m1 1 "M im1 � l �l�m i I" h r MATCH LINE PLYWOOD FLOOR NEW GWB DRAFT STOP REGISTERED CHITEC STATE OF ASHINOTON APPROVED BY TYP. 0 GRID ENGR. CHECKED APPROVED BOILER ROOM LM EXIST. ACCESS LADDER TO ROOF - EXIST. MECH. OPENINGS DRAWN BY DATE 4 - 11 -91 S`f6180! DATE S- •24--91 1 .( OPEN TO BELOW EXIST. CONC. WALL EXIS . LADDER TO MAIN FLOOR BELOW EXIST. NEW WORK `EXIST. 2HR. FIRE SEPARATION WALL ......V„ NEW PLYWOOD FLOOR • A . r\A 1 A15� A110 BY SYI4 ROOM M101 ADDED REVISION APPROVED DAZE REVISION ME ME 5 -24 -91 11 MOM -- DATE FACILITIES DEPARTMENT re BY APPROVED 1111111 1 1 II1111111111111.11 1 ... 1 . I 1111111 '1111 1 11 111i1111r1IIII X �.. 3.. 4 • AUBURN, WA. [ 1 EVERET T , WA. C�KENT, WA. ❑ PORTLAND, OR. ❑ RENTON, WA. IC SEATTLE, WA. No.16 Er ".r.""" 98002 98201 98031 97220 98055 98124 111 11111 rlrlrlr II'I'I'l 5 M1A15A4 2 MATERIAL DEVELOPMENT LAB ATTIC FLOOR PLAN SCALE: 1 /8 - , -o ARCHITECTURE DUARTE BRYANT z ARCHITECTURAL MASTER 8L.DG 2 1 01.1 H/L \ 5/8 GENERAL NOTES SEAMLESS FLOOR COVERING CITY OF TUUKWLA APPROVED U BUI DING DIVISION KEY PLAN PMPT LAB 1. 19 1 -NR. FR. DAD ME A4Wwt31#1\ 1 ogr MUM 1,� i o u M 1 �h1 i� � m � 1 • r • � l 1 11 �� ® ®�1 ® ®I�g M_I _ 1 MIS r -/1 ri - ♦ �'�. ® ®I` w Immo. 1 L"' ': °''�[ nimiam ':!! ®��II : iallillillill1 X1101 ■11'1 ®�— MO HIM MIMI NINE Imo AEVItON BY AtiPSOVEO 1A 81 A411 1A_81 A4.1 ROOF JOIST TYP. AratEMe FACILITIES DEPARTMENT EAUBURN, WA. EJ EVERETT, WA. KENT, WA. PORTLAND, O El RENTON, WA. l • SEATTLE, WA 98002 98201 98031 97220 98055 98124 RE I$TERE AnnCIIHH ITECT SCALE: 1/8" DUARTE BRYANT ARCHITECTURE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVER APPROVED BY DRAWN BY CHECKED ENGR. CHECKED APPROVED APPROVED DAME 4 -11 -91 su " ThE COMPOSITE MATERIALS L: REFLECTED ` CEILING PLAN BLDG 21 =01.1 • FIRE SPRINKLER AIR DIFFUSER OR ' RETURN LIGHT FIXTURE REFL. CLG. PLAN SYMBOLS 0 EXIT LIGHT ELEC. RECEPTABLE DROP PMPT LAS CITY OF TUKiI.1 APPROVE[ JU 41931 BUI DING".', VISION LAST REVSION SHEET ,108 N0. DWG NO. E J • VEST. • II MEM Mil ■.- -4? rial =AM 1111 • 11 HARM ...- 0 • - ..-_, am m WIWI r MI 0 0 WM Mill SW 11111111111kiiiiii a MI , ...--4 ..--.--44 11 Mr IME=IIIMM 671" - El ra . ill MIMI= • Mlle 412IL..„, I Imitim rem imi 6-4 :Ay= • r' J • • e 11 —I A i --„, ; „ 7 -4 Kg — Worrs El STORAGE gliat . Mill immamt 11 01 1 v li ele- IIII I MM III Elmm...rnimill ili mi In . r ll 1111211 . Ea man crom mlass icill ow illm o . 0 o 1 1 !mi iiimmum a mm— • si 0 imgiclU . Kim= m - --= - -ime mum • MIEN MAIM • War`- EirOTIMMINg:IMMIKER 1A282 A 0 • • • • • FUTURE OFFICE L1_04] 1 1 1 REVISION Arrisooxamimmagabab- .41011111111111111111111110111•1111111111111•1111111111•11.% BY • e MATCH LINE EXISTING OFFICE EXISTING AISLE ITTS1 STO RAC 1 aa.a. 01.•aa.O.Na BY APPROVED DATE •■••••■•••■511........ 00 um■mmowlataiMINNIMIWINWM...1.=.• zy_ arAnrAw FACILITIES DEPARTMENT 1111111illtrilillillifillirlIIIIT11111 6 1, No.18 TYR( 7 8 1A2821A401 1A282 A401 • EXISTING OFFICE N.I.C. • • AUBURN, WA. 98002 EVERETT, WA. 98201 0 KENT, Wm: 98031 PORTLAND, OR, 97220 O RENTON, WA. 98055 •SEATTLE, WA. 98124 34.3 Y.1■•■•••••■••,•■•••■•■•• REGISTERED ARCHITE T DUARTE BRYANT ARCHITECTURE DRAWN BY ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED 8Y DEPT. DATE MATERIAL DEVELOPMENT LAB REFLECTED CEILING PLAN SCALE: 1/8" = 1' -0" CHECKED ENGR. CHECKED APPROVED APPROVED DATE 4-11-91 MATCH LINE "TIME MATERIAL DEVELOPMENT LAB REFLECTED CEILING PLAN ARCHITECTURAL MASTER _BLDG 21-01.1 • 1 i e 4 GENERAL NOTES • REF. 1M61,1E11,1M261.1M161 REFL. CLG. PLAN SYMBOLS • FIRE SPRINKLER AIR DIFFUSER OR RETURN 0 Z LIGHT FIXTURE 0 EXIT LIGHT ELEC. RECEPTABLE DROP CITY OF TUKWILA AP.PROVED Jur 3 4 1991 4 A44,„ BUILDING • VISION KEY PLAN G.5 1.317-.C21‘11- CITY OF Ttli:11 A AR 1 7 tiji • M 1=1;14a* cc LAST REVSION J SYMBOL DATE SHEET 1A282 JOB NO. 900032 OM NO. 4.0.1www.4 OF REVISION FACILITIES DEPARTMENT C� AU B U R N,, WA. D EVERETT, WA. ❑ KEN I , WA. • PORTLAND, OR. • RENTON, WA. ■ SEATTLE, WA. 98002 98201 98031 97220 98055 98124 REGISTERED A'CHITECT DEPT. ACCEPTAQIUTY 114IS DESIGN AND/OR SPECIFICA IS APPROVED APPROVED BY DRAWN BY DATE 4 -11 -91 CHECKED ENGR, CHECKED SuB rn.E MATERIAL DEVELOPMENT LAB REFLECTED CEILING PLAN • PMPT LAB LAST REVSION JOB NO. 900032 DWG NO. 21 -01-1 A285 L . 1111111111111111 - .... • ......... ......... i■■■■ • ■■ ■■ ■ �■ al MI ■ ■■ �si ®_ �I ' __mom �_ moo MIll mngr llIlla-AIII Im- S ml arglr161 1 111M1N2 NAM iiilliNEEM HIM IMI MI ■ ®8 E O' rel IIMI • IIIIIMIMI NM 1 - an O rm. Jams ■■■ ■■■i■� ■ ■■■■ ■■u ®■■■■ 1!! Erwilim 6 . r .BEL AN -ssigi6 m r - ate•3 0 . 1 „ .. • ►tea T MD WI I 111 I III NMI 0 11119 1 ramm illie imm oulm•=- ME i .�.® I ---,\ na : NNE MO • 1 IIK4 ran 1 i ®` 179 Ell MI SVM 1111111M111411 108 a Ira as EOM - FTIR LAS r ® ® /11 11111M1 1111 CA ���iC Fr i ��■ • �- // PLR • L.Am �■ m wal 0111 MIR E �� — rallIMIMI —M■ --_ Ell 116-m PR LAB G • 85 A401 ELECT. M� Ti NEAR 1■i�iil■ • r LAB 05 C4 • r%1 MATCH LINE MECH. • 11121 • • x MATCH_ LINE • • • • r STORE, 1114 • 1A • • • ....'1.FIPtea A 1A285 A110 i 111 IT 1II 11 .LLI III I1'1l 1111 'I'i'i' I IIIfII 1 'I'I'II IIII "11 LILILII . I .. , I � , . 3 . 4 4i 5! 14 011- 14as°°s;" ml�hml�li��mi ATERIAL DEVELOPME \T LAB REFLECTED CEILING PLA\ SCALE: 1 /8" DUARTE BRYANT ARCHITECTURE TITLE .BLDG 21 -01.1 1A 85 A4 1A 85 A401 TYP. 1 GENERAL NOTES REF, 1M61,1E11,1M261,1M161 REFL. CLG. PLAN SYMBOLS • FIRE SPRINKLER AIR DIFFUSER OR RETURN #3) EXIT LIGHT B ARCHITECTURAL MASTER LIGHT FIXTURE ELEC. RECEPTABLE DROP . CITY OF T�1K iiJ APPROVED •JU . 4'1991 BUILDING DI ISI SYM REVISIOol BY S APPROVED DATE LAB REVISION ATTIC CORRIDOR A110 9 2 1 / — EXIST. MEMBRANE AND WOOD PANEL ROOFING SYSTEM. ---- -- EXIST. T.S. COLUMN ``WRAPPED W/ 5/8" GWB — 1 HR. FIRE RATED TYP. GRID K — SEE GRID 3/4" PLYWOOD SUB— FLOORING OVER 1 LAYERS 5/8" GWB • LOOSE FILL INSULATION FLUSH TO TOP OF JOIST XIST. 4 X 14 OR NEW 3 X 14 ® 24' 1 LAYERS 5/8" GWB OVER 9 GA. MTL. LATH 1 LAYERS 5/8" GWB WRAP OVER EXIST. 6 3/4" X 39" GLU -LAM SUSPENDED NON— FIRE RATED ACOUSTICAL CEILING SYSTEM. LAB STRUCTURAL FLOOR SLAB AlirliZEZAW FACILITIES DEPARTMENT : L i! IIv I 'IIIITIlIIlII ml� �I��Imil 0.C. C • AUBURN, WA. 98002 ElEVERETT, WA. 98201 ▪ KENT, WA. 98031 Cl PORTLAND, OR. 97220 • RENTON, WA. 98055 ® SEATTLE, WA. 98124 IIIl.II IIIIIII IirIfi`I IIlIIII IIIIvII I 2j I 31 I 41 1A15 A110 SCALE: 1/4 1 1 1 I 111 1111111 :I >I�rii I II���I�i No.18 er- 2.""..", TYRO A1101A401 egg STATE OF RE 1 TERED A'• ITEC HINGTON 0" ATTIC APPROVED BY PARTIAL BUILDING SECTIO\ APPROVED CATE DUARTE BRYANT ARCHITECTURE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE ELECTRICAL DRAWN BY CHECKED ENGR, LACKED APPROVED APPROVED L 4 (8 1A15A402 OAYE SUBTITLE 4 -11 -91 TITLE BUILDING SECTION ARCHITECTURAL MASTER .BLDG. 21 --01.1 4 PMPT LAB CITY OF TUKWILA APPROVED DWG NO. LAST REVSION SYMBOL SHEET Al 10 JOB NO. 900032 FIECtl,VLD CITY OF TUI WIL.A APR 1 7 12 '41" 21- =01 -A110 DATE OF TYP. a A 90 A403 0 f 0 0 0 0 �1p ®dv FACILITIES DEPARTMENT i�l�i ►`li�ilii��l�limlmll�l�l�i� AUBURN, WA. 98002 C] EVERETT, WA. 98201 C KENT, WA. 98031 D PORTLAND, OR. 97220 (� RENTON,. WA. 98055 rn SEATTLE, WA. 98124 I'11I pill! IIII1111III1! 1II11i I 11II11 1 11IIIII 1111111 1 I111 I1 1111111 1111111 1111111 1111x11 11 I._21. I3 � 4 15 � .gh? No.I fit" f1I n 1tI � i� �I� IIIIII�I I II�IIIIll)Ilf�lI I I II�IIII`II Ii GISTERE A HITEC \ MI)) / GLENN STATE OF WASHINGTON ,- w VENT PIPE TYP A 6'0 A403 • ROOF Penn al)' SCALE: 1/16" 1 ' -0" DUARTE BRYANT ARCHITECTURE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY 1 TYP. A 60 A403 DEPT. DATE 91 A 60 DRAWN by CHECKED ENGR. CHECKED APPROVED APPROVED TYP. @ GUY WIRE Ai 60IA403 ANCHORS 14 "0 STACK O 14 "O STACK O 12 "0 STACK O 14 "95 STACK O 14 "95 STACK O 12 "0 STACK TYP 2 "0 STACK EXIST. ROOF HOODS DATE .4- 11 -9.1 TIRE VENT - PIPE SUBTITLE ROOF PLAN .BLDG 21 -01.1 EXIST. ROOF ACCESS HATCH GENERAL NOTES VARIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH MECHANICAL AND STRUCTURAL • "K"/"7/./.. vr ° KEY PLAN BMA, Pv '& PT LABORATORIES CITY OF TUKWILA APPROVED JUNE, 1991 T BUILDING' DIVISION SHEET can, c : I o :LA APR 1 7 : i /± LAST REVSION r" 9TRaltEj A160 DATE OF PMPT LAB JOB N0. 900032 NO. 21- 01 - -A160 r•• r • ¶1 1A15 A200 M1Al2,1Al2 A200 SCALE: " = WALL SECTION AT INTERIOR PERI ...m.orarar•••••••••••••mom• •11111111■11.• .••••••,••••■■•1•••••■•••••■•■■•••■•• 4 ra rararara wrgrarass.....raptrosamra lwep ./■••••■•••••■■•■■■•=1. REVLON BY APPROVED RAILING A.C.T. EXISTING WALL NEW WALL EXIST. 6" CONC. 2 X 6 2 X 4" X 6' POST @ 4' 0" 0.C. • 7 2 X 4 3/4" PLYWOOD 1 LAYERS 5/8" TYPE 'X' GWB EXISTING 4 X 14 JOIST LOOSE FILL INSULATION FLUSH TO TOP OF JOIST 1 LAYERS 5/8" TYPE 'X' GWB OVER' 9 GA. EXPANDED MTL. DATE SYM WALL 'SEC. AT EXT. PER. SCALE: 1/2" -,---- EXIST. GLU—LAM • 4 • METER • 1Al2 EXIST. CLG. A200 SCALE: 1/2" = 1 ' — EXIST. BEAM NEW TYPE 13 WALL NEW ATTIC PLATFORM • NEW GLU LAM BEAM WALL SECTION 1Al1 IA200 SCALE: 1/2"=1' — 0" Wahatatto NEW TYPE 13 WALL APPROVED DATE Pr) • BRIDGING (4 5' O.C. 2 1/2" METAL CH. STUD 22 GA. © 24" 0.C. W/5/8" GWB 1" GYP. , SHAFT L!NER A. C . T. ENDS AT 11'--10" iragAFI FACILITIES DEPARTMENT j. 3/4" PLYWOOD 1 LAYERS 5/8" TYPE 'X' GWB EXISTING 4 X 14 JOIST LOOSE FILL INSULATION FLUSH TO TOP OF JOIST 1 LAYERS 5/8" TYPE 'X' GWB OVER 9 GA. EXPANDED MTL. ADDITIONAL LAYER GWB ABOVE EXIST. WALL TO CAP EXISTING WALL HT. NEW WALL FULL HEIGHT WALL SECTION AT INTERIOR PERIMETER CORRIDOR 199F WALL SECTION 1A11 A200 SCALE: 1/2"=1 0 AUBURN, WA, 98002 O EVERETT, WA: 98201 O KENT, WA. 98031 PORTLAND, OR. 97220 EJ RENTON, WA. 98055 1111 SEATTLE, WA. 98124 3 \ A200A201 6'' MTL. STUD 18 GA. @ 16" 0.0. A20 1 1 1 1 1 1 1 1 1 11 1 1 1 1 ( 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1tili t illyillt1 1 1 1 1 1 1 1 1 1 1iIIIIIIIII N I: 1 1 0 1 1 11 , 11 ,..74.1 11 .... 11111 1111111 A . I I 2 1 I 31 I I 41 I I 5 _61:si •, iOlithIM1111111 iilrillirmi g, I 1Al2 A300 SCALE: 1/2" = A201 —5/8" TYPE 'X' GWE3 EA. SIDE 0 'oil R. DJARTE SrATE OF WASHINGTON WALL SEC. AT 'INT. TYP. 0 0 R EgISTER EDI A CH TECP APPROvto ire• DUARTE BRYANT ARCHITE:CTURE ACCEPTABIIJTY Tins DESIGN AND/oft SPECIFICATION is APPROVED DRAWN BY ClIECI<ED 3/4" PLYWOOD • 1 LAYERS 5/8" TYPE 'X' GWB EXISTING 4 X 14 JOIST LOOSE FILL INSULATION FLUSH TO TOP OF JOIST 1 LAYERS 5/8" TYPE 'X' GWB OVER 9 GA. EXPANDED MTL. A.C.T. NEW WALL 2 1/2" METAL CH. STUD 22 GA. • 24" O.C. W/5/8" GWB & 1" GYPSUM SHAFT LINER EQ. c CORRIDOR _SECTION 1A11900 SCALE: 1/2"=l'—O" SUBTITLE WALL PARTITION SECTIONS • TITLE BLDG. 21-01.1 ACT A200 6 EXIST. WALL A201 • 5/8" TYPE 'X' GWB (EA. SIDE) APPROVED ARCHITECTURAL MASTER NECKED 4 PMPT LAB SHEET LAST REVSION A200 CITY OF TUKWO APPROVED' jtj 4 1991 .1 BUI oING D ISION 13EC131‘1 CITY OF TUKWILA /12 R 1 7 1J:4,1 PERM& • w. • • oi • • • • • • • • • • • • • .105 NO. 900032 DWO NO. 21-01—A200 F DATE ' 4 - 1 1-91 ' SYM 1-= X w W z 10 0 (T) COL. TO WALL INTER, 1 Al2 A201 SCALE: 1 1/2"=1'- 0" EXIST. 7" SQ. COL. .1 I itri EXIST. WALL 9 GA. EXP. MTL. 3 5/8" MTL. STUD 2 1 /2" MTL. SYU D 5/8" TYP. 'X' GWB TYPE '3 WALL / COL. 10 WALL INTER. 1 Al2 ,201 SCALE: 1 1/2"= 1Al2 A201 SCALE: .. (7\ w_ALL INTERSECTION • REVISION r401 Oirr. I A.164A11 Le AAA • • 11, T•��T����T�Y���T.•:�: TY 0" EXIST. T SQ. COLUMN EXIST. WALL 3 5/8" MTL. STUD 2 1/2" MTL. STUD 5/8" TYPE 'X' GWB 9 GA. EXP. MTL. TYPE 2 WALL MTL. STUD TYPE 4 WALL TYPE 1 WALL 5/8" TYPE 'X' GWB TYPE 8 WALL TYPE 3 WALL MTL. STUD WALL INTERSECTION 1Al2 A201 SCALE: 1 1/2 " =1' - APPROVED DATE SYM A200 A201 SCALE: 3" -1' -0" A200 CORRIDOR r N • WALL TYPE 13 2 1/2' MTL. CH. STUD 22 GA. AT 24" O.C. W/ 5 /8 " GWB AND 1" GYP. SHAFT LINER C GYP. CEILING DETAIL A201 SCALE: 3 5/8" MTL. STUD @ 16" 0.C. 2 1 /2" MTL. CH. STUD 22 GA. AT 24" 0.C. W/ 5/8" `GWB AND 1" GYP. SHAFT LINER gal 1111111111.11.11111=1111 /1111/LIW: 1111 .111111111111111111111MIF MAW Imilimaut DATE GYP. CEILING DETAIL • 10° 8 1/4" 1 7" " S 2 LAYERS 5/8" TYPE 'X' GWB TYP. LAB r\ 8 TYP. COLUVIN 1Al2 A201 SCALE: 1 1/2"= 0" 1 5/8" MTL. STUD -TYP. FACILITIES DEPARTMENT o REVISION 1A11, 1Al2, 1A15 A201 WALL CONTROL JOINT SCALE: 3"= -o III' h1IhIi I.II I - I 21 I I II:'I1JIi.I- itIIII IlIril I1111l 1111111 'I'I'I "I 1111111 IIIIIII Ii'IIII . I .. [ 1I . I 31.. 1 I 41 I 51 I 613 No.18 �71n�1�1 ply/ liWAVAIIV AI/ /AV C WALL. SECTION @ ROOF A200 A201 SCALE: 3"=1'- 0 Al 10 A201 SCALE: 3/4" = 1' -0" El AUBURN, WA. El EVEREIT, WA. fi KENT, WA. CJ PORTLAND, OR. D RENTON, WA. ® SEATTLE, WA. CAP. CLG. 98002 98201 98031 97220 98055 98124 BLOCKING 9 10 9 01air AT GLU REGISTERED ARCHITECT GLEN R. I 4 STATE OF WASHINGTON EXIST. ROOF REMOVE EXIST. INSUL. AT BENT PLATE 3/8 BENT STL. PLATE SLIP CHANNEL W/ 5/16 "X3" LAG BOLT AT 2' -0" 0.C. WALL TYPE 13 MTL. STUD BLOCKING APPROVED BY EXIST. 6 3/4' X 39" GLU -LAM 3/4" PLYWD. SHEATHING LOOSE FILL . INSULATION FLUSH TO TOP OF JOIST (1) 5/8" TYPE 'X' GWB OVER 9 GA. EXPANDED MTL. NEW WALL SUSPENDED ACT LATERAL FORCE BRACING: PROVIDE (4) 12GA. GALV. WIRE. ATTACH TO MAIN RUNNER W /IN 2" OF CROSS RUNNER INTERSECTION & SPLAYED 90° FROM EACH OTHER @ AN ANGLE NOT EXCEEDING 45 °. FROM PLANE OF CLG. PROVIDE VERT. MTL. BRACE TO CONC. STRUCT. @ EA. PT. OF RESTRAINT @ 12' -0 0.C. MAX. EA. WAY & W/ FIRST PT. 4' -0" OR LESS FROM EA. WALL. LAM (72) WALL. COLUMN DETAIL 1 Al2 901 SCALE: 1 1/2" = 1' -0" DU4RTE BRYANT ARCHITECTURE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. � FIRE EXT. CAB. SEC. 1A15 A201 SCALE: 3/4 " =1' -0" (1) 5/8" TYPE 'X' GWB EXIST. 4 X 14 JOIST DATE DRAWN BY CHECKED ENGR. CHECKED APPROVED APPROVED CATE 4- 11-91 SURFACE -MOUNT FIRE EXTINGUISHER CABINET 2 X 4 BLOCKING AT TOP & BOTTOM OF CABINET BETWEEN MTL. STUDS SUBTITLE WALL DETAILS TITLE BLDG. 21 -01.1 ARCHITECTURAL MASTER PMPT LAB CITY OF TUKW LA APPROVED JUN 1991 BUILDING D ' SION UST REViMIT SHEET CI (1, T(M(l,li 11 • ftPR • A201 JOB NO. 900032 DWG NO. 21 01 -A201 DATE , , _. f3 SYM 1A11 A202 SCALE: 3 "= N 1A11 A202 a REVSION • SCALE: 1 1/2"=1'0" I ti• 2X6 BASE BY WALL TYPE 13 APPROVED EXIST. CONC. WALL CAULK ALL SIDES 5/8" SMOOTH SURFACE MDO SIDING — PAINT TO MATCH EXISTING R -13 BATT INSULATION 5/8" TYPE 'X' GWB W/ 'J' MOLD ALL SIDES VAPOR BARRIER CONC. FLOOR RUBBER BASE WALL INFILL AT CONC. WALL 2X12 BUMPER RAIL W/ ROUNDED EDGES FASTEN TO STUDS 3 5/8" MTL. STUD BUMPER HAIL DETAIL DATE SY�+ Mr. . 1Al2, 1A15 M1 A11 A202 SCALE: 3 " =l'— 0" A202 SCALE: 3/4 "= APPROVED DATE PARTITION WALL INTERSECTION r I� ATTIC PLATFORM SECTION • ilirZ W ' . . FACILITIES DEPARTMENT f- MTL S TU D 5/8" GWB TYPE 'X' 5/16" EYE BOLT & CLOSED LINK ' CHAIN ` W /STRAP BLOCKING -TYP. 3/4" PLYWOOD 2 X 10 PLATFORM 1/2 "0 THRU BOLTS— TYP. MTL. HANGER =TYP. 2 X 8 SUPPORTS -TYP. GLU -LAM -SEE STR. 1/20 ' THEW : BOLT— TYP... O AUBURN, WA. 98002 0 EVERETT, WA. 98201 O KENT, WA. 98031. C] PORTLAND, OR. 97220 • RENTON, WA. 98055 SEATTLE, WA. 98124 1Al2, 1A15 STATE OF 3 0 A202 R ISTERED A ITECT H� ON SCALE: 3 " =1' =0 DUARTEB1YANT ARCHITECTURE ACCEPTABILITY THIS OEs$BN AND /OR SPECIFICATION IS APPROVED INTERIOR T-0" DRAWN BY GLIECfIEo EP4GR. CHECKED APPROVED APPROVED WALL TYPE 13 6 3/4 "x39 GLU —LAM '8" TYPE 'X GWB EXTERIOR WALL TYPE 13 GL.0 -LAM PARTITION DETAIL 2X4 POSTS 2X10 FRAME TYP. 2X8 SUPPORTS -TYP. 3/4" PLYWOOD FLOOR 2X10 2X4 NEWEL 1 /2 "0 THRU BOLTS —•TYP. ATTIC ACCESS PLATFORM_ M1 11 .SCALE: 3/4 " =1' -0" APPROVED BY DATE DATE. SUBTITLE 4-11 -91 DETAILS TITLE BLDG. 21 -01.1 ARCHITECTURAL. MASTER PMPT LAB CITY OF TUKWI .A APPF'OVED jug ' BUIL ' IN DIVISION r SHEET A202 JOB NO. 900032: DWG NO. 21- 01 -A202 city jrr"'`r�r PEffil' irCEN E ,.. '. LAST REVSION SYMBOL - DATE jl I1l'I'L ,i IllikRh lld!T1 writ riurr LI I : LI . I t III1IIL 1IhI1►t „Ir IIIInI1 hIII'II 1111111 I 4 1 NO.18 e. d.”' �i� 18,1119' r pyIIalASr7 6 1A15 A203 1A15 5 "c" A203 0 1A15 A2 • N) r) J RENSION 5 SH r 05DI SHOW. ROOM ENLAR. PLAN ER TYPE 3 WALL FIRE HOSE CAB. 5/8" GWB OVER EXPOS. 3 5/8" MTL. STUD -FULL HT. 5/8" GWB EA. SIDE W/ 3 5/8" MTL. STUD (WALL TYPE 8) SY1d 40 "X40" SHOWER RECEPTOR 1 1/2"95 GRAB BARS MOUNTED 1 1/2" FROM FINISH WALL & 2' -10" A.F.F. FOLDING SEAT MOUNTED 18" A.F.F. SHOWER CURTAIN & ROD MIRROR TOWEL BAR MOUNTED 4' -0" A.F.F. (T WALL SECTION 1 A15 A2 3 SCALE: 3 " =1 ` -0" BY APPROVED r• CERAMIC TILE ADHESIVE W/R 1 /2" TYPE 'X' GWB MTL. STUD DATE SYM to CO (73", DETAIL @ FIRE HOSE CAB. 1Al2 A2613 SCALE: 1 1/2 —t 0 REVISICN 1' CURTAIN ROD I 1' 2' A20 11 TOWEL BAR MI 11 111 ■■r■ BY S.S. COAT HOOK STRIP 3' -0" 0 1A15 A2 DATE SHOWER ELEVATION WEST SCALE: 1/7' =1' -o 0 1A151903 SCALE: 0 r) N 0 3' -0" ° ° ° 0 CERAMIC TILE DRY SET OR LATEX — PORTLAND CEMENT MORTAR BOND GLASS MESH MORTAR UNIT MTL. STUD CAULK HAND HELD SHOWER HEAD ON FLEXIBLE HOSE W/ SLIDE BAR ° j-- LEVER MIXING VALVE /- SOAP TRAY /--' 1 1/2 "o GRAB BAR = SHOWER RECEPTOR o ° 3 / ° ° 11 ° ° SHOWER DETAIL Miti. OA 11 kt 1 I in 11g II 1 1 1 II II 11 II . £..A L... u r • r„ i td �1 .11 .111 1n 111 11 APPROVED DETAIL '@ FIDE 3 SCALE: 1 1/2 " =1' -0 Ag FACILITIES DEPARTMENT 40x40 SHOWER RECEPTOR ° TYPE 2 WALL FIRE HOSE CAB. TYPE 2 WALL HOSE CAB INTERIOR WALL SYSTEM - 3 5/8" MTL. STUD W/ 2 LAYERS 5/8" GWB ONE SIDE & 1 LAYER 5/8" GWB 'INTERIOR SIDE .& '3 1/2" BATT. INSUL. SHOW. ELEV. SCALE: 1/2"=1'-0" SHOWER CURTAIN ROD CERAMIC TILE TYP. FOLDING SEAT . R GI''TERED A .0 ITEC 6TATE OF INOTON /2 "0 GRAB BAR NORTH w � (1) 0 � w•o 2 1/2" MTL. STUD W/ 5/8" GWB ON EXPOSED SIDE APPROVED BY • ACCEPTABILITY THIS DESIGN AND /OR SPECIFICA110N IS APPROVED ARCHITECTURE DATE 20 5/8" GWB OVER EXPOS. 3 5/8" MTL. STUD -FULL HT. FIRE HOSE CAB. 5/8" GWB EA. SIDE W/ 3 5/8" MTL. STUD (WALL TYPE 8) 1A15 A203 SCALE: 1 1/2"=V— 0" DUARTE BRYANT DEPT. DRAWN BY CHECKED ENGR. CHECKED APPROVED APPROVED 0 FOLDING SEAT o SHOW. ELEV. EAST SCALE: 1/2 " =1' -0" DETAIL @ FIRE HOSE CAB. A203 SCALE: 1 1/2 " =1' -0" 6" MTL. STUD W/ • 5/8" GWB EA. SIDE (WALL TYPE 13) ETAlI HOP CA E3 , DATE 4-11-91 FIRE HOSE CABINET SuBTFILE DETAILS 24 X 36 MIRROR ARCHITECTURAL MASTER BLDG. 21-01.1 PMPT LAB SHEET CITY OF TUK(diii.A . APPROVED .Jo AS LAST REVSION 4 t9g1 1 BU L'I 1 ISION JOB Nt). 900032 ter ,.�1rt.F� CITY Q1:711. `i(tAilLA 1, '.tdR 1 7 Zvi A203 DWG NO. 21--01 A203 II DATE OF r Norrommooragos r. C� AUBURN, WA. 98002 Cl. EVERETT, WA. 98201 O KENT, WA. 98031 PORTLAND, OR. 97220 RENTON, WA. 98055 ® SEATTLE, WA. 98124 II' 11 1 J IIIII I1III1rII IIIII I1IIIIII1II I I - III I1I1I 1I I11II1IIIII1II' I1III1IIIIIIIII 1 1 : 2 1 . I . 31.. III1I 4 1 . 5 1 6. No.18 a e i Wt l r tT th i i T S,1 S, *1 i l� l�llil ill1) fit1 1 1 1� 1 1 f hill t 1. • ROOM 104 I05A I05B 105C MAT. GWB CT FF GWB PNT CT FF GWB • PNT GWB PNT F IN , MAT. PNT GWB VCT VCT VCT EXIS FF FF N VC VCT VCT VCT VCT. EXIST R.B. GWB PNT N R. Q, GWB'- PNT GWB PNT R.B. PNT GWB PNT GWB EXIST. PNT ACT ACT ACT GWB ICEI C A HCAP CEILING HEIGHT 10 -0" CEILING HT. I0' -0" CEILING HT. 10 -0 CE 11. I NG HT. CEILING REPAIR AS REQ'. CEILING REPAIR AS REQ, CEILI,, REPAIR AS REQ SHOWER ROOM NAME STORAGE OFFICE POLYMER LAB FUTURE OFFICE LAB I -A LAB I -B 1075 108 B ' 111111 IIIIIIIIIIIIIII II I 109 OPTICAL L 0 CFT I R CARP u ��Q]� .� , „ ' 11. 11 MI 111 .11= 12 MECHANICAL 13 ELECTRICAL 14 STORAGE 15 EXIST. AISLE EXIST. OFFICE 17 XXST. OFFICES BOILER ROOM LAY UP LAB 121 AUTOCLAVE LAB SPRINKLER VALVE CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR FLOOR EAST SOUTH FIN PNT FIN PNT REMARKS I0' -O" CEILING HT 10' -0" CEILING HT 10' -0" CEILING HT 10' --0" CEILING HT 10' -0" CEILING HT 10' --0" CEILING HT 8' -0" CEILING HT 106 DO ► )R LAB VCT �� R . B . GWB PNT GWB PNT ACT E M . I NSTR O ■ ■. ®■ .■_■■ 1 ■. ■.■ I0 " -6 "" CEILING HT I0' -6 "::CEILING HT 10' -6" CEILING HT CEILING HT. I0' -0" CEILING HT 101 -0" CEILING HT. I0' -0 "'CEILING HT., 10 CEILING HT. 10'--0 CEILING HT STC 40 SECURE STC 40 SECURE 2 -HR FIRE EXIST CONC. WALL STC45 EXIST WALL 8 STAND WALL 13 OCCUP SF. PAR . WALL 3 5/8" MTL. STUD -20 GA.- AT 16" O .C. W/ 2 LAYERS 5/8" TYPE 'X' GWB BOTH SIDES. 3 1/2" BATT INSULATION. 3 5/8" MTL. STUD -20 GA.-- AT 16" O .C. W/ 5/8" TYPE 'X' GWB INTERIOR SIDE. 2 LAYERS 5/8" TYPE 'X' GWB EXTERIOR SIDE. 3 1/2" BATT INSULATION 5/8" TYPE 'X' GWB LAYER OVER 9 GA. EXPANDED MTL, ATTACHED TO EXIST. GWB WALL. MARK 3 WALL W/ FOILBACK GWB MARK I WALL W/ FOILBACK GWB MARK 2 WALL W/ FOILBACK GWB INTERIOR INTERIOR 3 5/8" MTL. STUD AT 16" O.C. W/ 5/8" TYPE 'X' GWB EA. SIDE OVER 9 GA. EXPANDED MTL. INTERIOR SIDE. 2 LAYERS 5/8 TYPE 'X' GWB EXTERIOR SIDE. 3 1/2" BATT INSULATION. 3 5/8" MTL. STUD -20 GA.- 16" 0.C. W/ I LAYER 5/8" GWB TYPE 'X' EA. SIDE OVER 9 GA. EXPANDED MTL. INTERIOR SIDE. 3 1/2" BATT INSULATION 3 5/8" MTL. STUD -20 GA,- AT I6"_ 0.0. W/ 5/8" TYPE 'X' GWB 3 1/2" BATT INSULATION. INTERIOR INTERIOR INTERIOR INTERIOR 3 5/8" MTL. STUD -20 GA.- AT 16" 0.0. W/ 2 LAYERS 5/8" TYPE 'X' GWB ATTACHED TO EXIST. GWB WALL W/ 2 LAYERS 5/8" TYPE 'X' GWB OVER 9 GA. EXPANDED MTL. 3 1/2" BATT INSULATION. 5 1 2 XISTI INTERIOR 3 5/8" MTL. STUD -20 GA.- AT 16" O ,C, W /•I LAYER 5/8" TYPE 'X' GWB EA. SIDE INTERIOR MARK 6 WALL W/ ADDIT, LAYER FOILBACK GWB 8 1/2' EXISTING X 1ST I DOOR TYPES FLUSH TYPE A PAIR FLUSH TYPE B Room F MATERIAL KEY NlSH SCHEDULE WALLS I. DOOR CONSTRUCTION SC - SOLIDCORE WOOD HM - HOLLOW METAL WG - WIRE GLASS TG - TEMPERED GLASS 2. FACING /FINISH MP - METAL /PAINT FF - FACTORY FINISH GWB- GYPSUM WALL BOARD PNT- PAINT ACT- ACOUSTIC CEILING TILE WD FRAME - EXIST. WOOD FRAMING 3. FLOORING VCT- VINYL COMPOSITION TILE CT - CERAMIC TILE R � RUBBER BASE ,--- FW - FLUID APPLIED WATER PROOFING ROLL -UP TYPE C FACILITIES DEPARTMENT • NORTH AfeINOTEMfellaMMININONIIIM I III I'11I,l1I111 � 111IIPI' L 1 T ET T TIT T CEILING WIRE MESH NARROW LITE TYPE D TYPE E ❑ AUBURN, WA. C� EVERETT, WA. O KENT, WA. • PORTLAND, OR. ❑ REN TON, WA. • SEATTLE, WA. HALF GLASS TYPE G 10' NARROW LITE TYPE ` F 98002 98201 98031 97220 98055 98124 hI 1 �I 1 1 1 IILIL 1 11I II 1111I11111111 '111IIIil11 )11 1 !'IE 3 NO. 18 j."°o.°w" 6 ; I8 . l 9 9, � 11�IIi 11bi iii :IIii ii 1iii 1 ���il�i�I ���I6 • REGISTERED RC iITECT v STATE OF WASHINGTON MARK DESCRIPTION 9 1 • 6" MTL, S.S. STUD 18 GA, AT 16" O.C. W/ I LAYER 5/8" TYPE 'X' GWB EA. SIDE HORIZONTAL BRIDGING AT 5' O.C. VERT. SHOWER ROOM WALL SEE DETAIL 5 SHEET A2b3 SHOWER WALL SEE DETAIL G SHEET A203 WOVEN WIRE MESH 7' HT. DUARTE BRYANT ARCHITECTURE ACCEPTABILITY Dim' DESIGN AND /OR SPEOFICAT1ON IS APPROVED APPROVED BY DEPT. DATE WALL TYPE SCHEDULE DRAWN BY CHECKED ENGR. CHECKED APPROVED APPROVED DATE 4 -11 -91 TITLE BLDG. 21 -01 INTERIOR SUBtrn -E DOOR, ROOM FINISH, WALL SCHEDULES -Awn vs ARCHITECTURAL MASTER PMPT LAB CITY OF TUKWILA APPROVED 4 1991 .r BUILDING DIVISION MAY 3 19911 MAHAN & DESALVO, INC. DWG NO. 2I- 0I -A350 _ DOOR : = f-. B A �I 3dAl �.I 4 1 m 1 a I V) W U 1- INIEM uI1II ■1 MIMI I— U 2 I- o 0 f Z --- !, Z a ¢ L MP 1■ SCHEDULE 0 ( 7 e� - - 1- 20 1 z U Z FRAME IX CO D Z 8 OPENING SIZE °- Ix W cr t = I 1 4 . ... REMARKS < j Q x < w o co a ( a W O J SEE A400 3 6 Cn Qt0t0Mt0 r 6 1 O t0 CD NO CO 1 . 1O - SEE A40' 1 I 1 I 2 PAIR 3 ° X PAIR 3 ° X 7° . . 3 PA 1 R 3 X 7 1 1 OV TO DOOR 4 3 7 3 °X 70 A III1I A ii A ■ B A II A Mann C �il�� No II - i 1 - ■1 I -- 1■ •• 2 - ■1 2 -n 6 1 I 2 2 6 4 2 1 I 4 4 Q 2 6 4 r] 6 3 °X 7 1 I OV TO DOOR 7 3 ° X 7 8 PA 1 R 3 X 7 1 1 OV TO DOOR 9 3 °X 7 10 3 ° X 7 II NOT USED NO CHANGE NO CHANGE 12 EXISTING A Wag A UI B RE � MN C yr A El A G B A ■ A. E MI HM HM � HM ■111 •I MI 1111M1 Mlle MP MP - 20 - I� = ms 1 3 ®a �l�■ 13 3 °X 7 1 3 3 2 I I 5 9 2 ®sitstairinw 11OV TO DOOR 1 4 15 4 ° X 7 PAIR 3 7 I _ • DOOR a 16 EXISTING 17 EXISTING MP 111111 - - 45 NE 20 5 - 6 3 3 2 5 6 3 3 2 3 I I 1 I 10 I I 2 9 6 18 3 °X 70 19 3 7 I I OV TO DOOR 20 PAIR 39 X 7° 21 PAIR 3° X 7° I I OV TO DOOR El 23 4 °X 70 3 °X 7° 24 PAIR 3 ° X .7 G G II A ■EN ®II - 6 311 - 6 6 6 6 6 1 5 II 12 25 PAIR 3° X 7° 26 3°X 7 27 3 0 x 70 A 11 e _-_-_111 28 EXISTING NO CHANGE 29 PAIR 3 °X 7° I ma MP '�e -- 6 6 1 30 PAIR 3°X 7° B B III A B ■ ®U■ Ellil ®I ® II - 20 2 -- 20 2 - 45 5 - >20 2 2 5 I 1 3 13 1 0 I 10V TO DOOR 31 PAIR 3 7° 3 ° X 7 1 1 OV TO DOOR PAIR 3 7 34 NOT USED 35 NOT USED 36 . 3 °X 70 E 13/4 Iu MP a 20 9 9 I 14 37 NOT USED 38 PAIR 4 ° X 8 F iHM MP g 20 9 9 4 16 39 3 °X 7° E E = 6 6 I 17 17 40 3 °X 70 41 PAIR 4 8 B ,...,® A ■111, A 0I A HM MP - - 12 - 20 9 12 9 4 4 7 8 F CLOSERCONC d FLR. 42 3°X 7° 43 3°X '7 ° - , 20 9 - - 5 9 5 I 3. 8 18 44 3 °X 7o 45 EXISTING aniamm - Immo "19 NO CHANGE WI RE MESH D - - FF aim - - - 46 3 °X 7 GATE 47 . 8 ° X 8° C - - MP - 90 7 . * 10' - ROLL -UP DOOR 48 2'- 2 "x6' -8" A - WB - - - i II 6 20 DRAFT STOP 49 2'-2"x6'-8" A - WB - - - 1 I II 6 20 DRAFT STOP 50 2'- 2 "x6' -8" A - WB - - - 1 II 6 20 DRAFT STOP 5 1 2'-- 2 "x6' --8" A _ WB - - - 1 I I I 6 20 DRAFT STOP 52 EXISTING ��� NO CHANGE NO CHANGE a ®��� 5 3 EXISTING 54 EXISTING NO CHANGE ��- NI 2015RAFT 55 EXISTING NO CHANGE STOP A - WB - - - II II 6 56 2'- 2 "x6' -8" 57 2'-2"x6'-8" A - WB - - - II II 6 20 DRAFT STOP 58 2'- 2 "x6' -8" A - WB - - - II II 6 20 DRAFT STOP 59 60 2'- 2 "X6' -8" A -- WB - - - II II 6 20 DRAFT STOP 2'-- 2 "x6' --8" A - B IN WB HM - MP - - II - - 9 II 9 6 20 II DRAFT STOP 61 PAIR 3x6'_8„ 62 3 °X 70 A I HM MP - -- 2 2 I 6 63 EXISTING NO CHANGE ■III 4 N0 CHA G ®mom. 65 4'X 7 A 1 HM MP - 20 6 6 7 4- i& DR • FRAME t 1. • ROOM 104 I05A I05B 105C MAT. GWB CT FF GWB PNT CT FF GWB • PNT GWB PNT F IN , MAT. PNT GWB VCT VCT VCT EXIS FF FF N VC VCT VCT VCT VCT. EXIST R.B. GWB PNT N R. Q, GWB'- PNT GWB PNT R.B. PNT GWB PNT GWB EXIST. PNT ACT ACT ACT GWB ICEI C A HCAP CEILING HEIGHT 10 -0" CEILING HT. I0' -0" CEILING HT. 10 -0 CE 11. I NG HT. CEILING REPAIR AS REQ'. CEILING REPAIR AS REQ, CEILI,, REPAIR AS REQ SHOWER ROOM NAME STORAGE OFFICE POLYMER LAB FUTURE OFFICE LAB I -A LAB I -B 1075 108 B ' 111111 IIIIIIIIIIIIIII II I 109 OPTICAL L 0 CFT I R CARP u ��Q]� .� , „ ' 11. 11 MI 111 .11= 12 MECHANICAL 13 ELECTRICAL 14 STORAGE 15 EXIST. AISLE EXIST. OFFICE 17 XXST. OFFICES BOILER ROOM LAY UP LAB 121 AUTOCLAVE LAB SPRINKLER VALVE CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR FLOOR EAST SOUTH FIN PNT FIN PNT REMARKS I0' -O" CEILING HT 10' -0" CEILING HT 10' -0" CEILING HT 10' --0" CEILING HT 10' -0" CEILING HT 10' --0" CEILING HT 8' -0" CEILING HT 106 DO ► )R LAB VCT �� R . B . GWB PNT GWB PNT ACT E M . I NSTR O ■ ■. ®■ .■_■■ 1 ■. ■.■ I0 " -6 "" CEILING HT I0' -6 "::CEILING HT 10' -6" CEILING HT CEILING HT. I0' -0" CEILING HT 101 -0" CEILING HT. I0' -0 "'CEILING HT., 10 CEILING HT. 10'--0 CEILING HT STC 40 SECURE STC 40 SECURE 2 -HR FIRE EXIST CONC. WALL STC45 EXIST WALL 8 STAND WALL 13 OCCUP SF. PAR . WALL 3 5/8" MTL. STUD -20 GA.- AT 16" O .C. W/ 2 LAYERS 5/8" TYPE 'X' GWB BOTH SIDES. 3 1/2" BATT INSULATION. 3 5/8" MTL. STUD -20 GA.-- AT 16" O .C. W/ 5/8" TYPE 'X' GWB INTERIOR SIDE. 2 LAYERS 5/8" TYPE 'X' GWB EXTERIOR SIDE. 3 1/2" BATT INSULATION 5/8" TYPE 'X' GWB LAYER OVER 9 GA. EXPANDED MTL, ATTACHED TO EXIST. GWB WALL. MARK 3 WALL W/ FOILBACK GWB MARK I WALL W/ FOILBACK GWB MARK 2 WALL W/ FOILBACK GWB INTERIOR INTERIOR 3 5/8" MTL. STUD AT 16" O.C. W/ 5/8" TYPE 'X' GWB EA. SIDE OVER 9 GA. EXPANDED MTL. INTERIOR SIDE. 2 LAYERS 5/8 TYPE 'X' GWB EXTERIOR SIDE. 3 1/2" BATT INSULATION. 3 5/8" MTL. STUD -20 GA.- 16" 0.C. W/ I LAYER 5/8" GWB TYPE 'X' EA. SIDE OVER 9 GA. EXPANDED MTL. INTERIOR SIDE. 3 1/2" BATT INSULATION 3 5/8" MTL. STUD -20 GA,- AT I6"_ 0.0. W/ 5/8" TYPE 'X' GWB 3 1/2" BATT INSULATION. INTERIOR INTERIOR INTERIOR INTERIOR 3 5/8" MTL. STUD -20 GA.- AT 16" 0.0. W/ 2 LAYERS 5/8" TYPE 'X' GWB ATTACHED TO EXIST. GWB WALL W/ 2 LAYERS 5/8" TYPE 'X' GWB OVER 9 GA. EXPANDED MTL. 3 1/2" BATT INSULATION. 5 1 2 XISTI INTERIOR 3 5/8" MTL. STUD -20 GA.- AT 16" O ,C, W /•I LAYER 5/8" TYPE 'X' GWB EA. SIDE INTERIOR MARK 6 WALL W/ ADDIT, LAYER FOILBACK GWB 8 1/2' EXISTING X 1ST I DOOR TYPES FLUSH TYPE A PAIR FLUSH TYPE B Room F MATERIAL KEY NlSH SCHEDULE WALLS I. DOOR CONSTRUCTION SC - SOLIDCORE WOOD HM - HOLLOW METAL WG - WIRE GLASS TG - TEMPERED GLASS 2. FACING /FINISH MP - METAL /PAINT FF - FACTORY FINISH GWB- GYPSUM WALL BOARD PNT- PAINT ACT- ACOUSTIC CEILING TILE WD FRAME - EXIST. WOOD FRAMING 3. FLOORING VCT- VINYL COMPOSITION TILE CT - CERAMIC TILE R � RUBBER BASE ,--- FW - FLUID APPLIED WATER PROOFING ROLL -UP TYPE C FACILITIES DEPARTMENT • NORTH AfeINOTEMfellaMMININONIIIM I III I'11I,l1I111 � 111IIPI' L 1 T ET T TIT T CEILING WIRE MESH NARROW LITE TYPE D TYPE E ❑ AUBURN, WA. C� EVERETT, WA. O KENT, WA. • PORTLAND, OR. ❑ REN TON, WA. • SEATTLE, WA. HALF GLASS TYPE G 10' NARROW LITE TYPE ` F 98002 98201 98031 97220 98055 98124 hI 1 �I 1 1 1 IILIL 1 11I II 1111I11111111 '111IIIil11 )11 1 !'IE 3 NO. 18 j."°o.°w" 6 ; I8 . l 9 9, � 11�IIi 11bi iii :IIii ii 1iii 1 ���il�i�I ���I6 • REGISTERED RC iITECT v STATE OF WASHINGTON MARK DESCRIPTION 9 1 • 6" MTL, S.S. STUD 18 GA, AT 16" O.C. W/ I LAYER 5/8" TYPE 'X' GWB EA. SIDE HORIZONTAL BRIDGING AT 5' O.C. VERT. SHOWER ROOM WALL SEE DETAIL 5 SHEET A2b3 SHOWER WALL SEE DETAIL G SHEET A203 WOVEN WIRE MESH 7' HT. DUARTE BRYANT ARCHITECTURE ACCEPTABILITY Dim' DESIGN AND /OR SPEOFICAT1ON IS APPROVED APPROVED BY DEPT. DATE WALL TYPE SCHEDULE DRAWN BY CHECKED ENGR. CHECKED APPROVED APPROVED DATE 4 -11 -91 TITLE BLDG. 21 -01 INTERIOR SUBtrn -E DOOR, ROOM FINISH, WALL SCHEDULES -Awn vs ARCHITECTURAL MASTER PMPT LAB CITY OF TUKWILA APPROVED 4 1991 .r BUILDING DIVISION MAY 3 19911 MAHAN & DESALVO, INC. DWG NO. 2I- 0I -A350 SILL DETAIL j 7 SCALE: HEAD JAMB SCALE: 6" = 1 HEAD /JAMB BACK ROD Sc SEALANT SCALE: HEAD JAMB CURTAIN E7 HEAP, L._, \L', o '400 SCALE: 6" = 1' -0 SCALE: 3" = 1 ' --0" ROLL —UP FIRE DOOR --~ CLIP ANGLE WELDED TO TS AND ANCHOR W/2 -1 /2 "4 LAG BOLTS TS 2" X 6" X 3/16" CAULK -- TOP COAT BASE COAT 1/2" PLYWOOD HEAD /JAMB SCALE: 6" = 1' -0" REINFOR. TAPE —N 2 X 4. FRAME SECURED TO GWB DOOR I AUBURN, C KENT, 0 PORTLAND RENTON, li SEATTLE, WA. 98002 WA. 98201 WA. 98031 OR. 97220 WA. 98055 WA. ' 98124 SEE DTL 6/A400 FOR FRAME INFO. DELETE GROUT IN FRAME. KNOCK— DOWN FRAME IS ACCEPTABLE / 5/8" TYPE 'X' GWB WALL 1 X 4 WOOD TRIM NAILED TO GWB DOOR REGISTERED AR L TEC ARCHITECTURE SCALE: HEAD /JAMB DATE SCALE: DETAIL DATE .4 -11 -91 BLDG. 21-01 1 PMPT . LAB or(or Yua4 LA APPROVED BU LDIN DIVISION LAST REVSIDN SYMBOL' 900032 21- 01-A400 5 -24 -01 a 1/2 "- • 4 4 • • R • • . • • . +t a HEAD JAMB SCALE: 1 15/16` _ _ 1 15/16" • • 3 • 111 11 111 111 � • 2 111 11, 1IT III I 11 1 ill 1Iilil1 11' i1L , 1 1' 'Il X11 iirIil1 No.18 i £ a 1311.W3 j,,. 1. ilt Ei 1 CHECKED CHECKED APPROVED DATE .4 -11 -91 REGI TERED' ` A" , ITEC 1 v N ' STATE OF HINGTON ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. SUBT1TLE INTERIOR DETAILS ARCHITECTURAL MASTER .BLDG. 21 -01.1 PMPT LAB SHEET A401 JOB NO. LAS( REVSIDUMMI 900032 DWG NO. 21 - 01 —A401 5/8" ACT 1 X 4 0) 5/8" M1 Al2A401 SCALE: 3" = 1'--0 1A 85.1..../A401 SCALE: 6 HOOD 5/8" TYPE 'X' GWB 2 X 4 DRAFT STOP DOOR SCALE: 3 9 1/2" 7 5/8" -- MTL. CORNER BEAD EA. CORNER 7 X 7 TUBESTEEL COLUMN WRAPPED W/ 2 LAYERS 5/8" TYPE 'X' GWB FIRE TAPE ONLY TUBESTEEL COLUMN IN ATTIC n_ 0 0 0 0 2' -2" A100 A401 V A401 A402_ r ••■••••■•11111WINimilminillwiM10.101MMINV 1 1 1 111111111111111 1 k i 2 x 6 HANDRAIL 4 X 4 X 4' -6" 2 X 4 2 X 4 2 X 10 PLANK TYP. 2 X 10 FLOOR JOIST 2 X 10 X 6' -6' HEADER 2 X 4 LEDGER STAIR STRINGER FROM 2 X 12, NO I CH FOR 2 X Li - ' LEDGER 1 X 4 FRAME GWB DOOR DRAFT ST. DR. ELEV. 2 M1Al2 A401 EXIST 4 X 14 JOIST 5/8" ' TYPE 'X' GWB 1 X 4 WOOD TRIM 5/8" TYPE 'X' - GWB DOOR M1Al2 APPROVED A 401 SCALE: 3/4" S w or w ATTIC STAIR SECTION w PLYWOOD FLOOR /— REFER TO CAPPED `)/ CEILING DETAILS -- SHTS. 2S112, 2S115 11 A400 A401 X WOOD TRIM A401 A402 1 X 4 WOOD TRIM 2 X 4 BLOCKING ArZZEZAW FACILITIES DEPARTMENT 2 X 4 BETWEEN STRINGERS DRAFT ST. DR. SEC. SPLAY WIRE AT RETURN AIR GRILL SPLAY — WIRE AT LIGHT FIXTURE MAIN TEE RETURN AIR GRILL ❑ AUBURN, WA. 98002 D EVERETT, WA. 98201 C KENT, WA. 98031 D PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 i SEATTLE, WA. 98124 A.C.T. SUSP. CEIL. SYSTEM • MTL. LIGHT FIXTURE A.C.T. SUSP. CEIL. SYSTEM I 1! I I I I I f I I I I I I� I I lslr slslrlslllslslr) rr r I I r r� - r s s 'Is r 1 s�1 s r 1I1 r 1 ris r s rrr r r s�s r r ilr s s sls s 5 � I 6': No 18 e`. L' :a . M ✓.fit rit11011 ("3 ATTIC STAIR LA\DI M1 A401 SCALE: 3/4 " =1 -0" AT GWB WALL ACOUSTIC CEILING TILE CROSS TEE EXIST. _ NEW GWB WALL MAIN TEE A.C.T. SUSP. CEIL. SYSTEM 7 HANGER WIRE 12 GA. HANG FROM JOIST G 1A281 7 � SUSPENDED CEILING DETAILS 1A281 1A282 A401 SCALE: 6" = 1' -0" 1A285 � 1A28 1A285 DUARTE BRYANT ARCHITECTURE NEW DRAFT STOP WALL - 0" SQ. SPRING C HANGER W 12 GA. ,401 NO SCALE LATERAL FORCE BRACING: PROVIDE (4) 12GA. GALV. WIRE. ATTACH TO MAIN RUNNER W /IN 2" OF CROSS RUNNER INTERSECTION & SPLAYED 90° FROM EACH OTHER @ AN ANGLE NOT EXCEEDING 45° FROM PLANE OF CLG. PROVIDE VERT. MTL. BRACE TO CONC. STRUCT. @ EA. PT. OF RESTRAINT @ 12' -0" 0.0. MAX. EA. WAY & W/ FIRST PT. 4'—O" OR LESS FROM EA. WALL. SECURED TO STRUCTURAL MEMBER S PLAY WIRE �� -4‘ 401(1"' SECURED TO STRUCTURE MAIN TEE SEISMIC COMP. STRUT CITY OF TUISWILA APPROVED . JU► '4 991 B ILDING DIVISION 13E, f47,<<(,) • CIT�'C Tt'r�1l.�il } ) 4 i'.3 31 1 • L':l • AUBURN, WA. 98002 EVERETT, WA. 98201 4 K EN T, WA. 98031 FACILITIES DEPARTMENT PORTLAND, OR. 97220 RENTON, WA. 98055 SEATTLE WA. 98124 4 _ y". , V o I 114 ••••• L. • ••,. • L.. , `":,„ piriyirrrI1111111111101111111111111111!q1m.11,1,11,11.1,1,1,1irlipp pp li1T111,11,111 -1 "-21 ' I 41 51 1 •••••• No.18 e 1 1111 - 1 rifilifitilitri • BLDG 21-01 1 • TAPERED EDGE SEALED CONCRETE PRE-FORMED JOINT FILLER BOARD-SEALED Vi/ CAULK CERAMIC TILE BULLNOSE EDGE • , VCT 3" ASPHAL11C PAVING DOOR SILL SCALE: 37=1'— J-LMOLD CAULK TOP COAT BASE COAT 1 /2" PLYWOOD REINFORCIN TAPE CAULK TOP COAT BASE COAT REINFORCING TAPE • 2 X 4 6 D • EXTERIOR CONC. WALL DOOR BOTTOM PROTEC. ALUM. THRESHHOLD EXPANSION JOINT 'ASPHALTIC CONC. WALK ARCHITECTURE 2 X 4 PLATE BEYOND SUBTITLE DETAILS , • • ARCHITECTURAL MASTER • • L.; ..r BUILDING ISION NAY 3 0 19911 MAHAN & bESALVO, INC. , 5-24—DI , LAST REVS1021 1 DATE A402 JOB NO. 900032 DWG NO. 21 --01--A402 • 5 • r . . , I 1 far • • • 0 .4 4 " rrT-zr i 1il i 1 DUCTWORK PENETRATION A'fi0A9 3 SCALE: 1 1 /T'= (*" VENT PIPE A 60 A483 SCALE: 3" =1' -0" SEALANT DUCTWORK 4" MIN ;12" FOR SIZE l S.S. BONNET AND DRAW BAND OVER MEMBRANE COUNTER- FLASHING THERMO WELD MEMBRANE . COUNTERFLASHING & REINFOR- CING STRIP TO DUCTWORK --_ _ BLOCKING AROUND DUCTWORK PENETRATIONS LEAD SLEEVE FLASHING LAP 1 INSIDE VENT CAP MEMBRANE Apcoowo DATE NNW lit 1111111111111 MI A160A4 ROOF WOOD BLOCKING SEE MECHANICAL DRAWINGS & LOCATION REVIS1 0 ROOF 3 SCALE: BY M1 A11 EQUP. A403 PRESSURE . WOOD NAILER MEMBRANE ROOFING INSULATION CURB 3 "X3" CANT STRIP' • f, • - SUP. M1A11 5 A202 M1 P.11 A4 INT. ELEVATION 6 M1A11 A202 4O) SCALE: 1/4" =1 ' " AU:FE :A ... FACILITIES DEPARTMENT 3 SCALE: WELD -TYP. FIN. FLR. LINE WALL TYPE 13 BLOCKING --TYP. 3 STL. LADDER_ 1 / " =1' 0" REMOVALBE GUARD CHAIN NEW WOOD STRUCTURE/ - PLATFORM \-NEW CML LAB NEW LADDER 1/4"x2" BENT STL. PLATE W/3/8" LAG BOLT 0 4' O.C. MAX. 6 3/4 X 39 GLU -LAM F.B. 1/4" X 2" X 2" ST. 3/4 "0 STL. BAR -TYP. • ._ 1/4 X 2 X 2 STL. ANGLE 1/2" DIA. EXP. --TYP. EXIST.' CONC. FLOOR C AUBURN, WA. 98002 D EVERETT, WA. • 98201 KENT, WA. 98031 0 PORTLAND, OR. 97220 D REN T ON, WA. 98055 II SEATTLE, WA, 98124 12" EA'. SIDE SPATE A 60 A4 R GISTERED C TEC �( tpl ulf3Tni,1 3 SCALE: 4 EYE BOLT 1 EEMSERMEWASESERTEELTA TOP COAT BASE Cb T REINF. TAPE (POLY. FIBER) D 1 M1'15 A4 DEPT. MI DATE .4-11-91 MEI MINI LAST REV510N SYMBOL DATE DUARTE BRYANT ARCHITEC' ACCEPTABILITY THIS OESION ANO/OR SPECIFICATION IS APPROVED APPROVtb BY DATE N 1/4"- ROOF DETAIL DRAWN BY CHECKED ENCR. CHECKED APPRO D APPROVEDf 1/4" PLATE . WELDED TO EYE BOLT DRTLI ..: 3 SCALE: 3 " =1' --0" 1 /2" 0 EYE LAG BOLT, , MIN. 4" EMB. SECURED TO EXIST. STRUCTURE - PREDRILLED SPLIT -TWO PIECE GALV. SHT. COUNTERFLASHING MEMBRANE PATCH FLASHING EXIST. ROOF EXIST: 4 X 14 JOIST OR NEW 4 X 6 DF #1 W /SIMPSON U46 HANGERS AS REQ. BY LOCATION, NAILING 10d 0 6" O.C. DUCT SUBTITLE DETAILS 1171E BLDG. 21 -01.1 ARCHITECTURAL MASTER PMPT LAB SHEET .RIB NO. DWG NK CITY OF TUKWILA APPROVED JUN > _ 4 1•91. .• 4 BUILDING 900032 ISION A403 21- 01 -A403 } s 47 4 jj w 3. Y k w:r ibsa IIII F II ^II12�tlIIi(,��111 1 • r T ,i., , E I . I, I I 16, 4. 407 i...o.n.L" ((ith l 1tI ti I Iii No.18 £ rlii1 i1 1Iiri iili�r�r►���� • 71, .•• GENERAL: ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. BUILDING CODE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED BY THE BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. APPLICABLE CODES AND STANDARDS: BUILDING CODE ACI AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," JUNE 1, 1989 AISC SPEC. FOR AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 STRUCT. JOINTS OR A490 BOLTS", NOVEMBER 13, 1 985 AWS D1.1 AWS 01.3 AWS A2.4 AISI f c ASTM CONCRETE: REVISION •■•••••■■•■■■■••••■•■••■•11110 REVISE CONC. GENERAL NOTE. GENERAL NOTES UNIFORM BUILDING CODE, 1988 EDITION (INCLUDING ANY CITY OF TUKWILA BUILDING CODE AMENDMENTS) AMERICAN CONCRETE INSTITUTE BUILDING CODE AND STANDARD PRACTICE, 1983 EDITION AMERICAN WELDING SOCIETY D1.1-90. CODE-STEEL" AMERICAN WELDING SOCIETY D1.3-81 CODE-SHEET STEEL" AMERICAN WELDING SOCIETY A2.4-79. AND NONDESTRUCTIVE TESTING" AMERICAN IRON AND STEEL INSTITUTE, "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. AUGUST 19, 1986 AMERICAN SOCIETY OF TESTING AND MATERIALS MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE BuILDING CODE. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE %%TER. ALL CONCRETE, INCLUDING SLABS ON GROUND, SHALL HAVE AN ACCEPTABLE WATER-REDUCING ADMIXTURE ADDED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. IN ADDITION, ALL CONCRETE WALKS AND PAVEMENTS EXPOSED TO THE WEATHER SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO 'PRODUCE 4- TO 6-PERCENT ENTRAINED AIR. MAXIMUM SIZE OF AGGREGATE SHALL BE 1-1/2 INCHES, BUT MAXIMUM SIZE OF AGGREGATE SHALL NOT BE MORE THAN THREE QUARTERS OF THE CLEAR DISTANCE BETWEEN REINFORCING BARS. MAXIMUM SIZE OF AGGREGAT OR SLA IN GRO 1 HALL BE INETH m l THE THICKNESS OF THE SLAB. PROVIDE SPECIAL INSPECTION 1 CONC ETE PER THE BUILDING CODE. MIX DESIGNS SHALL BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE PRIOR TO USE. MAXIMUM WATER-CEMENT RATIO AND SLUMP SHALL BE AS FOLLOWS FOR VARIOUS CONCRETE STRENGTHS (Cc) BASED ON STANDARD 28-DAY CYLINDER TESTS WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE. WATER-CEMENT RATIO BY WEIGHT NON AIR- AIR MAXIMUM ENTRAINED -ENTRAINED SLUMP 4,000'psi 0.44 0.35 4 "STRUCTURAL WELDING • "STRUCTURAL WELDING "SYMBOLS FOR WELDING MINIMUM CEMENT CONTENT 6 SK/CY LOCATION ALL CONCRETE UNLESS OTHERWISE NOTED FORM CAMBER: CONCRETE FORMWORK SHALL HAVE BUILT-IN CAMBER TO COMPENSATE FOR FORM SAG UNDER WET CONCRETE LOAD. CONSTRUCTION JOINTS: ALL CONSTRDCTION JOINTS IN SLABS SHALL BE KEYED Or INTENTIONALLY ROUGHENED AND LOCATED AT MID-SPAN, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE ENGINEER FOR ACCEPTANCE BEFORE STARTING CONSTRUCTION. ELECTRICAL CONDUIT: IF CONDUIT IS TO RUN IN SLABS, THE CONDUIT SHALL BE RUN AT MID-DEPTH OF SLAB AND CONDUIT SIZE SHALL NOT EXCEED 33 PERCENT OF THE SLAB DEPTH. NO CONDUIT SHALL BE PLACED IN SLABS WITH ACTUAL CONCRETE THICKNESS LESS THAN 3 INCHES. THERE SHALL BE A MINIMUM OF 3 INCHES OF CLEAR SPACE BETWEEN CONDUITS. ALUMINUM CONDUIT IS PROHIBITED. PLACE *3 AT 12 INCHES ADDITIONAL REINFORCING ABOVE AND BELOW, PERPENDICULAR TO THE CONDUIT THE ADDED REINFORCING SHALL EXTEND 1'-0" PAST THE CONDUITS ON BOTH SIDES. REINFORCING STEEL: ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A 615, GRADE 60. BARS SHALL BE SECURELY TIED IN PLACE WITH 4 16 DOUBLE-ANNEALED IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED AREAS AS NECESSARY. SHOP DRAWINGS ;INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED TO AND REVIEWED BY THE REINFORCING ARCHITECT/ENGINEER BEFORE STARTING FABRICATION. NO REINFORCING BARS SHALL BE WELDED, EXCEPT AS FOLLOWS CERTAIN VERTICAL COLUMN BARS AND ALL '14 AND *18 BARS SHALL HAVE FULL-PENETRATION BUTT WELDS (AS NOTED ON THE STRUCTURAL DRAWINGS). AT THE CONTRACTOR'S tto •■.1 11.6. OA* 46. 44.1 .•• •■•■•.....110.0. 1 ...■ ••■•■■••••■■•••1.......■....1!= REVISION sgammi•Mano...••••••■••••••■■■••• OPTION, MECHANICAL BUTT SPLICING USING AN EXOTHERMIC WELDING PROCESS AND HIGH-STRENGTH SLEEVES OR THREADED SPLICING MAY BE USED, PROVIDED THAT THE MECHANICAL SPLICES DEVELOP THE SAME VALUES OF STRENGTH PROVIDED BY THE FULL-PENETRATION BUTT WELD. ACCEPTABLE THREADED SPLICES SHALL BE THE LENTON REBAR SPLICE, THE FOX REBAR SPLICE, OR THE DAYTON BAR GRIP. REINFORCING BARS SHALL BE LAP SPLICED FOR TENSION (Lsc) UNLESS OTHERWISE NOTED ON THE DRAWINGS. NOTE: *14 AND *18 BARS SHALL NOT BE LAP SPLICED. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR TO PLATES, ANGLES' ETC. IS PROH I B I TED, EXCEPT WHERE SPECIFICALLY. APPROVED. BY THE ENGINEER, WHERE WELDING ISAPPROVED. IT SHALL BE DONE BY AWS-CERTIFIED WELDERS USING E9018 OR APPROVED ELECTRODES., WELDING PROCEDURES SHALL CONFORM TO THE " REQUIREMENTS OF AWS-D1.4. MINIMUM CAST-IN-PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES 2. CONCRETE EXPOSED TO EARTH OR WEATHER: 1-1/2 INCHES FOR *5 BAR OR SMALLER, 2 INCHES FOR *6 BAR OR LARGER 3. OTHER CONCRETE: WALLS - INTERIOR FACE: *14 AND *18 BARS - 1-1/2 INCHES, *11 BARS AND SMALLER - 3/4 INCH. SLABS AND JOISTS: *14 AND *18 BARS - 1-1/2 INCHES, *11 BARS AND SMALLER - 1 INCH* BEAMS AND COLUMNS - TIES, STIRRUPS, SPIRALS: 1-1/2 INCHES WELDED WIRE FABRIC: WELDED WIRE FABRIC (WWF) SHALL BE ELECTRICALLY WELDED AND CONFORM TO ASTM A 185. AN 8-INCH MINIMUM LAP SHALL BE PROVIDED FOR SIDE AND END LAPS. WELDED WIRE FABRIC SHALL BE SUPPORTED ON APPROVED CHAIRS. DRILLED-IN CONCRETE ANCHORS (6 ACCEPTABLE. DRILLED-IN CONCRETE ANCHORS, OF SIZE, NUMBER, AND SPACING AS SHOWN ON THE DRAWINGS, SHALL BE AS FOLLOWS HILTI "KWIK-BOLT" (ICBO *2156), "WEJ-IT ANCHOR BOLT" (ICBO *1821) OR 'ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHORS" (100 *1372). MINIMUM EMBEDMENT DEPTH SHALL BE 4.5 BOLT DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. STRUCTURAL STEEL: STEEL SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED. SQUARE OR RECTANGULAR STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM 4500, GRADE B, FY 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPES E OR S, GRADE B. FY 35 KSI. ALL WORK SHALL BE AN ACCORDANCE WITH THE AISC SPECIFICATION. SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED BY THE ARCHITECT/ENGINEER BEFORE COMMENCING FABRICATION. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BY AWS/WABO (WASHINGTOWSTATE ASSOCIATION OF BUILDING'OFFICIALS) WELDERS AND ACCORDANCE WITH AWS D1.1. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES.. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16 INCH. ALL WELDS SHALL BE MADE USING LOW-HYDROGEN ELECTRODES WITH MINIMUMSTENSILE STRENGTH 70 KSI. WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. ALL COMPLETE-PENETRATION WELDS SHALL BE • ULTRASONICALLY TESTED. REDUCTION IN TESTING MAY BE MADE IN ACCORDANCE WITH THE BUILDING CODE WITH APPROVAL. OF ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND 'JOINT RREPARATIONSJHAT. •INCLUDE, BUT ARE NOT LIMITED TO: ERECTION ANGLES, LIFT HOLES, AND OTHER'AIDS: WELDING PROCEDURES:AHMED ROOT OPENINGS; ROOT FACE DIMENSIONS; GROOVE ANGLES; •BACKING BARS; COPES; SURFACE ROUGHNESS VALUES; AND TAPERS OF UNEQUAL PARTS. PLYWOOD: ALL PLYWOOD, EXCEPT WHERE OTHERWISE NOTED ON'DRAWINGS, SHALL BE GRADE CDX SHEATHING AS GRADED BY THE AMERICAN PLYWOOD ASSOCIATION. ALL PLYWOOD NOTED ON THE STRUCTURAL DRAWINGS SHALL BE MADE WITH EXTERIOR-TYPE GLUE. LUMBER: ALL LUMBER SHALL BE VISUALLY GRADED IN ACCORDANCE WITH THE BUILDING CODE AND STANDARDS. Fb NOTED BELOW IS "SINGLE MEMBER USE. ALL LUMBER SHALL MEET OR EXCEED THE ALLOWABLE UNIT STRESS SHOWN IN THE CODE AND DESCRIBED BELOW BEAMS AND STRINGERS - NO 1 DOUGLAS FIR-LARCH, Fb . 1,350, JOISTS, PURLINS - NO 1 DOUGLAS FIR LARCH Fb 1,500, Ey . 95 STUDS, 2x4 - NO 2 HEM FIR, Fb 1,150, Fc 825 STUDS, 2x6 - NO 2 HEM-FIR, Fb 1,000, Fc . 875 POSTS AND 'TIMBERS NO 1 HEM-FIR, Fb 950, Fc 850 ALL LUMBER SHALL BE USED AT A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. WOOD CONNECTIONS AND FRAMING: ALL FRAMING DETAILS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL NAILS CALLED FOR ON THE STRUCTURAL DRAWINGS SHALL BE COMMON WIRE NAILS. ALL FRAMING NAILING SHALL - CONFORM TO THE NAILINA SCHEDULE or T{-1E BUIIDING,CODE. UNLESS OTHERWISE SHOWN. IF NAIL SUBSTITUTIONS ARE TO BE USED (1.E.,TWOMATIC DRIVEN), THE CONTRACTOR MUST SUBMIT SCHEDULE OF NAILS DESIRED WITH DATA TO VERIFY EQUIVALENCE AND OBTAIN WRITTEN ACCEPTANCE PRIOR TO USE STANDARD WASHERS SHALL BE UNDER ALL BOLT HEADS AND NUTS CONTACTING Afg FACILITIES DEPARTMENT 4a1Lirioloa.....*,rommesk.a2.11010i Said.4 85 " C I 6 WOOD. PROVIDE STEEL STRAPS AT PIPES IN STUD WALLS AS REQUIRED BY THE BUILDING CODE. ALL METAL CONNECTORS SHALL BE FULLY NAILED OR BOLTED UNLESS ,OTHERWISE NOTED ON THE PLANS. METAL HANGERS AND CONNECTORS SHOWN ON THE DRAWINGS OR REQUIRED BY INFERENCE TO ACCOMPLISH MEMBER-TO-MEMBER CONNECTION ARE THOSE MANUFACTURED BY THE SIMPSON COMPANY. METAL HANGERS OR CONNECTORS BY OTHER MANUFACTURERS MAY BE CONSIDERED WHERE LOAD CAPACITY AND DIMENSIONS ARE EQUAL OR BETTER. ALL SUBSTITUTIONS MUST BE SUBMITTED TO THE OWNER S REPRESENTATIVE FOR REVIEW. TREATED WOOD: ALL WOOD LEDGERS, PLATES' SILLS, AND NAILERS IN CONTACT WITH CONCRETE. MASONRY, OR EARTH OR WITHIN 6 INCHES OF EARTH SHALL BE TREATED IN ACCORDANCE WITH AWPB-FDN AND BEAR THAT QUALITY MARK. STRUCTURALLY GLUED-LAM1NATED TIMBER: ALL STRUCTURALLY GLUED-LAMINATED TIMBER SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE. ALLOWABLE STRESSES. UNLESS NOTED OTHERWISE, SHALL MEET OR EXCEED THE COMBINATION SYMBOL NOTED BE THE FBXX VALUE LISTED IS THE "TENSION ZONE STRESSED IN TENSION. COMBINATION SYMBOL F BXX ALL GLUED-LAMINATED TIMBER SHALL BE FABRICATED WITH EXTERIOR-TYPE WATERPROOF ADHESIVE. ALL GLUED-LAMINATED MEMBERS EXPOSED TO THE , WEATHER SHALL BE FABRICATED WITH PRESSURE TREATED WOOD AND CONFORM TO UBC STANDARD 25-12. SUBMIT PLACING PLANS AND SHOP DRAWINGS OF,ALL"GLPED-LAWNATED TIMBER TO THE ENGINEER FOR REVIEW BEFORE STARTING FABRICATION. MANUFACTURED TROSSES ANDADISTS (TRO JOIST) : WOOD TRUSSES AND JOISTS SHALL BE FACTORY MANUFACTURED WITH STRESS RATED MATERIALS DESIGNED TO SUPPORT LOADINGS SHOWN ON THE DRAWINGS. DESIGN OF TRUSSES 'AND JOISTS PRESENTED ON THE DRAWINGS IS IN ACCORDANCE WITH'PUBLISHED LOAD CHARTS AND MEMBER DESIGNATION OF THE "TRUS JOIST CORPORATION. TRUSSES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED ONLY UPON APPROVAL BY THE ARCHITECT. WHERE DIMENSIONS. CONNECTIONS, OR OTHER DETAILS CHANGE DUE TO SUCH SUBSTITUTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REQUIRED MODIFICATIONS TO DETAILS SHOWN IN THE CONTRACT DRAWINGS,.INCLUDING OWNER'S DESIGN TEAM FEES FOR REVIEW AND ACCEPTANCE OF A SUBSTITUTION. SUBMIT DETAILED SHOP 'AND INSTALLATION -DRAWINGS AND DESIGN CALCULATIONS OF ALL • TRUSSES AND.MANUFACTURED JOINTS TO THE OWNER'S REPRESENTATIVE FOR REVIEW BEFORE FABRICATION. DETAIL DRAWINGS TO INDICATE TYPES, SIZE, SPACING. RIDGING, CONNECTIONS ANCHORING, BEARING PLATES, AND OTHER PERTINENT DETAILS. WIND LOADS: WIND PRESSURE SHALL BEAN ACCORDANCE WITH THE BUILDING CODE. BASIC WIND SPEED EQUALS 80 MILES PER HOUR, EXPOSURE B, IMPORTANCE FACTOR OF 1.0. SEISMIC LOADS SEISMIC LOADING SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE (ZONE 3), Z .3, I . 1.0, Rw 6. LATERAL FORCES ARE CARRIED BY THE ROOF AND FLOOR'DIAPHRAGMS TO THE SHEAR WALLS. MOMENTS, SHEARS, AND ROTATIONAL FORCES ARE DELIVERED TO THE FOUNDATION BY THE SHEAR WALLS IN PROPORTION TO THEIR ABILITY TO RESIST LATERAL DEFORMATION. FOUNDATIONS: FOOTINGS AND SLABS ON GRADE SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED NONEXPANSIVE,FILL. UNDISTURBED SOIL AND BACKFILL, IF REQUIRED, SHOULD BE COMPACTED TO AT LEAsT PERCENT RELATIVE COMPACTION. MISCELLANEOUS: REFER TO ARCHITECTURAL PLANS FOR SIZE AND LOCATION OF CURBS, EQUIPMENT PADS, WALL AND FLOOR OPENINGS, ARCHITECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPING, CONDUITS, ETC., NOT, SHOWN. WHERE SECTIONS ARE INDICATED ON THE PLAN BY A NUMBER AND A DRAWING NUMBER THUS, 1/S-3, THE INDICATED SECTION (1) IS SHOWN ON STRUCTURAL DRAWING S-3. APPROVED APPROVED 0 AUBURN, WA. 98002 4fi rs 4Abtr:;44 THIE DESIGN AND/014 EWEN T , W A. 98031 t 11 01 71.1 4 1. 4 . SPECIFICATION IS APP ' ROVED 0 EVEkETT, WA. 98201 . EMORTLAND , OR 97220 e . :MENTON, - WA. 98055 0 SEATTLE, WA. 98124 A — r 1.r,r r • 111111 I ' 6 No. le e miat , DEPTH S MPLE BEAM' 15 INCHES AND LESS OVER 15 INCHES STRUCTURAL DESIGN DATA: LIVE LOADS ROOF MECHANICAL MEZZANINE FLOOR ALLDIMEN2MRELATING TO EXISTING STRUCTURES SHALL BE FIELD-VERIFIED BY IFILUNIBLIM LATERAL FORCES DUE TO WINO, EARTHQUAKE, SOIL, OR FOR STABILITY ARE CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE BRACING ELEVATIONS. CERTAIN ELEMEWS SHOAN ON THE STRUCTURAL DRAWINGS (ROOF AND FLOOR SYSTEMS) ARE REQUIRED FOR OVERALL OR LOCAL STABILITY OF OTHER ELEMENTS (SUCH AS BEAMS, COLUMNS. AND WALLS). IF, DUE TO SEQUENCING OF CONSTRUCTION, THESE STABILITY ELEMENTS ARE NOT IN PLACE, THE CONTRACTOR SHALL RETAIN A LICENSED STRUCTURAL ENGINEER WHO SHALL INVESTIGATE WHERE TEMPORARY SHOPANO/BRACING IS REOU1RED, AND SHALL DESIGN THIS TEMPORARY SHORING/BRACING. 25 PSF 25 PSE UNLESS INDIVIDUAL MECHANICAL EQUIPMENT GOVERNS. 100 PSF, UNLESS INDIVIDUAL EQUIPMENT GOVERNS. SKILLING WARD MAGNUSSON BARKSHME, INC. ACCEPTABILITY PPROVED 20E 2,000 PSI 24F-V2 2,400 PSI non. DATE • DRAWING LIST: SHEET NO. TITLE S1 1 S61 1562 1$65 2S111 25112 2S115 S161 S162 S165 S260 5282 S283 ABBREVIATIONS: AB ACI ADD ADJ AISC ALT ANSI APA APPO APPROX ARCH AWS BD BLDG EPA BOT BRG BTW C CC CG CIP CJ CL (t. CLR COL COMP CONC CONN CONST CONT CONTR CP-UT CTR Cu FT Cu IN CY DBL ,DET DIA DIAG DIAPH DICA DIM1 PiG DWL EA EJ EL ENGR EQ EQUIP ETC EW EXIST EXT FDN • FIN FL FLG FOS FS FT FIG GA GALV GL GRND H HT ID I.E. IF IN INCL INFO TITLE GENERAL NOTES FND & FLOOR SLAB PLAN FND & FLOOR SLAB PLAN FND a FLOOR SLAB PLAN ATTIC FRAMING PLAN ATTIC FRAMING PLAN ATTIC FRAMING. PLAN ROOF FRAMING PLAN ROOF FRAMING PLAN ROOF FRAMING PLAN SECTIONS 8( DETAILS SECTIONS & DETAILS TRENCH DETAILS ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ADDITIONAL ADJACENT AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN PLYWOOD ASSOCIATION APPROVED APPROXIMATE ARPHITE(TORAL;„ ARCHITECT AMERICAN WELDING SOCIETY AND ANGLE BOARD BUILDING QEAM BOTTOM BEARING BETWEEN STANDARD CHANNEL CENTER TO CENTER CENTER'OF GRAVITY CAST-IN-PLACE CONSTRUCTION JOINT; CONTROL CENTERLINE(TYPED■ CENTERLINE (DRAFTED) CLEARANCE; CLEAR COLUMN COMPRESSION CONCRETE CONNECTION; CONNECT CONSTRUCTION CONTINUE; CONTINUOUS CONTRACTOR COMPLETE PENETRATION CENTER CUBIC FOOT CUBIC INCH CUBIC YARD FOUNDATION FINISH FLOOR; FLOOR LINE FLANGE FACE OF STUD FULL SIZE; FAR FOOT; FEET FOOTING • GAUGE GALVANIZED GLUE LAMINATED BEAM 'GROUND HORIZONTAL HEIGHT INSIDE DIAMETER THAT IS INSIDE FACE INCH INCLUDE INFORMATION SIDE. ULTRASONIC DOUBLE DETAIL DIAMETER DIAGONAL DIAPHRAGM DRILLED-IN CONCRETE ANCHOR DIMENSION DRAWING DOWELS EACH EXPANSION JOINT ELEVATION ENGINEER EARTHQUAKE EQUIPMENT • ET CETERA EACH WAY EXISTING EXTERIOR JOINT OF OPNG •. • CITY OF:1,11,KWI APPROVED JUN 4.1991 1 Olt • . v KIP KSI PL PLWD TEST PP PSF SION W WV W/O WP WP J lEi_RO MAY 30 i99i MAHAN & DESALV0, INC. GENERAL NOTES SCHED SECT SHTG SP SP SPECS SO or rh SR STD ST IFF STRUCTURAL MASTER BLDG 21-01.1 , A .At SAA AAAA AA AAA A A - JOIST JO I NT PLAN REVIEW FOR COMPLIANCE WITH THE fOLLOWINr3 OtthINANCES OLT STRUCTURAL PER UNIFORM BUILDING CODE • 0, NON-STRUCTLIRAL PER UNIFORM' Butpolq,ODE,.. O WASH'tIGTON STATE REGULATION FOR BARgiER-FREE rCIUTIES O WASHIRGT9N STATE ENERGY CODE : SUBJECT TO INCERPRETATIONS OF IHE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTEtiCIES. • TE DATE oUT.ka.:1 100 80A1VO, ••• • . • • • - • • • 1 ,(50.0• POUNDS K I P S PER:SQUARE'.'iINCR. •LAB • ..•,..LABORATORY LB POUNDS...AAA' LF LINEAL FOOT LIN .'LINEAL1 LINEAR . . NATL. MAX .. • MAXI MB . • MP.+0.11 • ••• • MC •••••• •',MisCELLANEOuscliAi00.;•'', tirEcH ••• • MIN • • • MISC ... • . . . . .• . • ,. .•• ••• • • • •• " •• •• _•••. • NORTH NIC NO. or NUPER . NOT NCONTRACT . • • • • • • ONCENTER • Q0OPE U T . cl • I L...$) PC.; • .• , PCP • • ';'• PRECASI.• CONCRETE PANEL PERP ." • .. ".• • . .;PLATE, ( TYPED) • PART IALI• PENETRATEON POUNDS PER SQUARE FOOT Ps1 POUNDS PER .:•SQUARE.,j.-;." INCH * POUND • •'•:•••••••''' • RE INF • RE I NFORCE ; I NFORC I NG REQ REQUIRED 0 ROUND • SCHEDULE SECTION SHEETING A . SHEAR PLATE , • s , SPIRAL • • ' , " S P E C I F I C A T I O N S . SQUARE s s SPLIT RING STANDARD • ' : STIFFENER ' STL STEEL " ,A STR STRAIGHT ' • STRUC STRUCTURAL - T TOP . • • T85 TOP.AND BOTTOM., T&G TONGUE AND GROOVC TOO TOP OF CONCRETE ' ' TEMP TEMPERATURE " A sA THRU THROUGH • •s TOS- TOPs0E-STEEL, TOW TOPOF WALL TYP TYPICAL • 40E PO ..• - ;- • • UBC UNIFORM BUILDING'CODE UNO UNLESSNOTED OTHERWISE VERT/V VERTICAL • ' VG VERTICAL GRAIN rs . .• WIDE FLANGE 'fn ( STEEL) • -.. WITH WI WORK I NT': WEAKENED PLANE JOINT WE I GHT; • ; VEL.DEP. WIRE ;''' FABRIC E U 0 a 0 '0 0 O 0 0 8YM L J SAWP , PER B/528CUT TYE 2 3 L J 1S61 S282 TYP 4 PLCS REVISION L SAWCUT TYPE 1 PER A /5283 NEW 6x10 DF1 POST TYP 4` PLCS L l 58'-O' J L - •• ••• • ■••*■ tt o DATE SYM L J L J APPROVED REVISION ri �1 J r � I L J L J BY 7 51 L J APPROVED DATE FOUNDATION PLAN 1/8" - 1 AP YAW FACILITIES DEPARTMENT E AUBURN, WA. 98002 • EVERETT, WA. 98201 E KENT, WA. 98031 E PORTLAND, OR. 97220 • RENTON, WA. 98055 0 SEATTLE, WA. 98124 1 I L.. l I 1 I, l I 1 l I lI III .III II rpIi111 IIIIIII LII rl.r..rlrlrll I III I I r rI� r r rlr, 1 . " I ... /± 1 2l � 31. . 1 4 I . ' 51 Cl No.18 iiil ifi( Ii��III ° II �r I ( �I �I �ilii��l �r I ��i . e • • ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 18 APPROVED APPROVED BY DEPT, DATE DRAWN BY CMW CHECKED AJB ENGR. BJM CHECKED AJB APPROVED APPROVED 4 -11 -91 4 -11 -91 4 -11 -91 4 -11.91 TITLE BLDG 21 -01.1 D/F \ 1/3 CONSTRUCTION NOTES: STRUCTURAL MAST 1 FDR TR ICI LOCATIONS NOT DIMENSIONED, REFERENCE MECHANICAL DRAWINGS FOR CONNECTION LOCATIONS. MAXIMUM 25PSF LIVE LOAD, IN AREAS WHERE SLAB IS SAWCUT, UNTIL TRENCHES ARE RECAST AND CONCRETE CURED. SKILLING WARD MAGNUSSON BARKSHIRE, INC. DATE SUBTITLE FND & FLOOR SLAB PLAN DC CITY' OF TUK'WILA APPROVED UU x,41991 8 KEY PLAN SHEET JOB NO. DWG NO. ING DIM* 116 cil 901424 21- 01 -1S61 • CITY G �• i =;_t A1j *i r I .. P RNltr 4i1ff#CFyTr1 LAST REVSION SYMBOL I DATE OF 14- D 0 0 v 0 0 29'-0" f ( I 12: _I -- L -1 f I L 58 mat _J f 1 L_ Lj I L J 0 I - J / \ ( f I L_ f /_ (0 c.) SYM iEVISION APPROVED DATE SYM RE VI SION ACCEPTABILITY DESION ANDIOR 8PEC1F!CATION 18 APPROVED DEM iMEOKED AJB ENGR. BJM • APPROVED 4-11-91 4-1111 4-11-91 FOUNDATION PLAN IA..., on 1 1 TYP , TYP 58'-0" f I Li APIZEZAW FACILITIES DEPARTMENT 1=4 • INANINOVIONNIIIMAIMMOOMM ,i*IiiIiho OitiiiillmItfim .,. _ ... „ 1 1 2'9 • AUBURN, WA. 98002 • EVERETT, WA. 98201 • KENT, WA. 98031 (=PORTLAND, OR: 97220 • RENTON, WA. 98055 O SEATTLE, WA. 98124 1119••■11111 I I 1 rI.t 1 2 - - 4. I 51 No.18 - , .,••••■•■•••■•••••■••■•••••••••••■••••• SAWCUT TYPE 1 PER A/S283 r f -71 - -)1 58-O" L J -1 [51 1 51 I 1- 77 L. SKILLING WARD MAGNUSSON BARKSHIRE INC. 6. 10NALOns f -1111 . DATE 4711-91 SUBTITLE TITLE BLDG 21-01.1 FND & FLOOR SLAB PLAN STRUCTURAL MASTER H/ \ 3/8 INIMPIMINI■11•. CONSTRUCTION NOTES: FOR TRENCH LOCATIONS NOT DIMENSIONED, REFERENCE MECHANICAL DRAWINGS FOR CONNECTION LOCATIONS. MAXIMUM 25PSF LIVE LOAD IN AREAS WHERE SLAB IS SAWCUT, UNTIL TRENCHES ARE RECAST AND CONCRETE CURED. 1561 KEY PLAN Arreiworanailerdwas., DC .1 CITY OF TUKWILA APPROVED JtJ 44191 LDING 1S65 !VISION 2 11 CITY OF TUKV.111, APR i 7 11i. Ptiltbr CENTEA LAST sEvsiON I SYMBOL DWG NO. 21-01-1S62 DATE ......7101•1•■■••MNOS1/a/ Ft 1 . 4 REVISION DATE SYM REVISION S65 S280 BY Av'PROVEO DATE D ' AUBURN, WA. 98002 EVERETT, WA. 98201 El KENT, WA. 98031 0 PORTLAND OR. 97220 RENTON, WA. 98055 Cl SEATTLE, WA. 98124 APPROVED BY ACCEPTABILITY TIIS OESION AND /OR $PECr1=1CATION IS ,APPROVED j�� ! /`itilili /ilil0 A /jjj o 4 4 SRILLING WARD M AGNUSSON BARKSHIRE, INC. CHECKED AJB APPROVED APPROVED 4- II.91 4-11-91 $UB'htLE BLDG 21 -01 FNCD & FLOOR SLAB PLAN TITLE I-VL \ -3/3 1S65 S283 EXIST SLAB REINF W i t 1$IoN 1S61 1S62 KEY PLAN OW3 NO. 21 -01 --1565 CITY OF "f ; WILA APR 1 7 PERMIT cefren t• (L� L f L J L s r L I_011 mow ;, L i \ 7 3" -J 14' -6" J IJI ►II "r "I T' II1 II, r�`r rhi rlr ilr rIr r�r rlr r �. r rlr - Ilr „rl► I�rll�r�rll rl, 11;Ir11 :� ► I ! 11 I.•I21 I_ .31 -I 1 4 i .5L' No.18 a..r.Y.m+n. E I I ,I0611.i16 11iilthiii(ll - J 58 -O I� CONSTRUCTION NOTES: FOR TRENCH LOCATIONS NOT DIMENSIONED, REFERENCE MECHANICAL DRAWINGS FOR CONNECTION LOCATIONS. 4 MAXIMUM 25PSF LIVE . LOAD I N AREAS WHERE SLAB I S SAWCUT, UNTIL TRENCHES ARE RECAST AND CONCRETE CURED. MECHANICAL PADS AT GRID 6, AND 7 SHALL HAVE TOP OF PAD ONE FOOT ABOVE F[NISH FLOOR OF EXISTING BUILDING. 4 Wig i tiliftliffilitliifii IM toitiIIC7IlII�IhIi 11 I REVISION 2S111 S282 TYP 4 PLCS APPROVED USE 3 /" APA RATED STURD -I -FLOOR EXT T &G W/ 10d COMMON NAILS AT 6" QC BOUNDARY 6" OC FRAMED EDGES 10" OC FIELD BLOCKING NOT RE0'D PLYWOOD PANEL EDGES REV ;SIJN - 111 S282 AUBURN, WA. 98002 0 EVERETT, WA. 98201 ID KENT, WA. 98031 E] PORTLAND, OR. 97220 RENTON, WA. 98055 0 SEATTLE, WA. 98124 No.18 (/)` In SKILLING WARD MAGNUSSON BARKSHIRE, INC, DRAWN BY ACCEPTABILITY CMW 4 -11 -91 THIS DESIGN AND /OR CHECKED • SPECIFICATION IS APPROVED AJB ENGR. BJM CFECKED AJB APPROVED APPROVED APPROVED BY DEPT. DATE SUBTITLE TITLE BLDG 21 -01.1 ATTIC FRAMING PLAN D/F \ 1/3 KEY PLAN 2S112 2S115 901424 CI I Y uF iU,:''ii ,A APR 1 7 15` Pt flMiT'CENTE11 SYMBOL 21 -01 '-28111 DATE IY r.: NEW 3x1 NE 58' -0" GL6 3/4x39 1 DF *1 `© 2' -O" OC W/ SIMPSON B314 HANGER SEE E /S280 FOR ALTERNATE EW GL6 314x39 141_0h1 4 - 0" 12' it • USE SIMPSON LEG5 HANGER (NO TOP FLG) W/ (4) "0 DICA'S MIN EMBED 3 %" TYP 6 PLCS USE SIMPSON HB414 HANGER W/ (1) SIMPSON HSA41 STRAP TIE TYP 6 PLCS — BRACING TYP USE SIMPSON U314 HANGERS AT COL LOCATION (TYP 4) TYP 8 PLCS III l r�r l r l r 1111111 -CO CONSTRUCTION NOTES: SET NEW GLU -LAM BEAMS AND JOISTS 16' -3" ABOVE FLOOR ELEVATION, REFER TO MECHANICAL OWGS FOR LOCATION AND SIZE OF FLOOR PENETRATIONS. REINFORCE PER G/3280. inc•lhr— — APPROVED 2S S282 6/24/91 T LEI 3 4x 9 : I PROVIDE (2) SIMPSON HSA59 STRAP TIES EA LOCATION INF Hi 1AT APPROVED DATE (2) NEW 3x14 DF #1 @ 2' -0" OC INFILL JOISTS EA BAY W/ SIMPSON B3 HANGER 251125282 XIST L 3A4x39 23112 S282 / ISIMPSON HB414 HANGER 25112 S282 ❑ AUBURN, WA. 98002 (�] EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR 97220 ❑ RENTON, WA. 98055 SEATTLE, WA. 98124 2S112 2S112 S282 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 18 APPROVED APPROVED BY nEPT, I DATE T GL6i 3/14x39 NECKED AJB APPROVED SKILLING WARD MAGNUSSON BARKSHIRE, INC. PLYWOOD PANEL EDGES 4 -11 -91 4-11-91 TITLE SLOG 21 -01.1 2S112 S282 3 • A RATED STUI1D-•1-FLOOR EXT T &G W/ 10d COMMON NAILS AT 6" OC BOUNDARY 6" OC FRAMED EDGES 10' OC FIELD BLOCKING NOT REQ'D CONSTRUCTION NOTES'. ATTIC LIVE LOAD + 25PSF. H/ L_ \ '3/8 REFER TO MECHANICAL DVYQS , FOR` LOCATION ANO SIZE FLOOR PENETRATIONS, REI( ORCE PER G /S280 REV1810N ; • wham 8YM I REVISION 7 A - 1 ADCI *MOTIONS, REVISE MOOT • U CC (1) 1— i X w • ■ I EXIST GL6 3/4x39 111 EXIST GL6 314x39 1 IIIIIIIIIifr3 L '111IIIr11111I1. 4I i1' 1FI 1 151 11 111I1111 Nog e, a.'r.'V47 i, i i i 8 8 G 9 �, I I I Irr[! �ij1I� 1 I r I Ii lip l Iih� tm1 fT I i ti� EXIST GL6 3/4x39 4.y 1' • • E PROVIDE (2) SIMPSON HSA59 STRAP TIES EA LOCATION PLYWOOD PANEL EDGES • (2) NEW 314 DFtI 2'-0 OC INFILL JOISTS EA SEE E/S280 FOR ALTERNATE USE 3 /4" APA RATED STURD-I-FLOOR EXT TG W/ 10d COMMON NAILS ' AT 6" OC BOUNDARY 6" OC FRAMED EDGES 10" OC FIELD BLOCKING NOT REQ'D • EXIST GL6 3/4x39 EXIST 4x14 DF°1 6'-O" OC W/ SIMPSON HB414 HANGER PLYWOOD PANEL EDGES 2S112 MPSON B3 USE 3 /4" APA RATED STURD-I-FLOOR EXT T&G W/ 10d COMMON NAILS AT 4" OC BOUNDARY 4" OC.ALONG BLOCKING 6" OC OTHER EDGES OC FIELD BLOCKING REO -2x4 MIN (FLAT POSITION) (NOT ALL SHOWN FOR CLARITY) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION 18 APPROVED SKILLING \WARD MAGNUSSON BARKSHIRE, INC. 2S115 S282 USE 3 /4" APA RATED STU DI-FLOOR EXT T&G W/ 10d COMMON NAILS AT OC BOUNDARY 6" OC ALL EDGES 10" OC FIELD BLOCKING REQ - 2x4 MIN (FLAT POSITION) (NOT ALL SHOWN FOR CLARITY) PLYWOOD PANEL EDGES EXIST 4x LEDGER (2) NEW 3x14 DF*1 OC INFILL JOISTS EA BAY W/ SIMPSON 0314 HANGER 6/24/91 SYMINX. DATE a-ra 7 7 tt .*..7 .7 7 . 7 7 7 7 7 7 7 7 ••- • EXIST 1/4" CHECKER FLR PLATE EXIST W12x40--- EXIST C6x8.2 TYP 15 PLCS EXIST L3 x 3 x 3/8_ TYP 2 PLCS '2i in 1 3 4 3 EXIST CONC WALL I•IMII.I.O.■■•■■■lI■II■■r■er/t 4 0.3 Il PSPN HB414HA 1 i 4 opt JOISTS . 6 )C / !SIMPSON HB414 HANGER , 1 , I I 1 [XI 3L 3A4x39 2S121S3 8 2 (2) NEW 3x14 DF**1 2 'OC INFILL JOISTS EA BAY W/ SIMPSON B314 HANGER SEE E/S280 FOR ALTERNATE EXIST 4x14 DF*1 6'-O" OC W/ SIMPSON HB414 HANGER LLJ E] EVERETT, WA. 98201 irizrinrAsskir 0 KENT, WA. 98031 FACILITIES DEPARTMENT • PORTLAND, 0.R. 97220 El RENTON]; WA. 98055 0 SEATTLE, WA. 98124 [1 .1 .51 I . 611 No ,.„. al II L 1111111111 1 ijrllliii AUBURN, WA. 98002 (2) NEW 3x14 D •■••■■•••,.. 11111.1■1111111•11111111111114101M1111/11111111011111111111111110ti 58'-o" i 0 2 OC INFILL JOISTS EA BAY IV/ pimpsqN Ei314 HfNGF.R SEE E/S280 FOR ALTERNATE ! 25112 11.1110111100110.111,•1141.11.1 • .44 44. • -= .L ••• -- 4 Pt-DG 21-01.1 ATTIC FRAMING PLAN VrommillowsuAlmob." CONSTRUCTION NOTES: ATTIC LIVE LOAD - 25PSF. STRUCTURAL MASTER H/L. \ 3/8 EjOSTING PLATFQRM AT GRID H, § TO 7 ALLOWABL.: LIVE LOAD 200 PSF REFER TO MECHANICAL DWG$ FOR LOCATION AND SIZE OF FLOOR PENETRATIONS. REINFORCE PER G/Sa80: w.eenewePeeweoleme“414.!.., 41.0e..1S. KEY,. PLAN : r ARON011.1.11101.1. 3x14 DF*1 W/ SIMPSON! U314 HANGER. PLYWOOD NAILING ta 6"0C GL6 3/4x31 "0- S161 5282 SIM TYP 4 PLCS ...houwwwww•aniNowywomMedW .101■Imulwiewirnowerad. 3x14 Dr1 SIMPSON U314 HANGER. PLYWOOD NA LING 10d 6"0C 'EXIST GL6 3 EXIST 4x1 F*1 4 S161 S282 TYP cn EXIST 4x14 DFi1 D NSE 8-0" OC N) w DENSE 81-on OC ,161 S282 Nli rl ' eYP 4 PLCS EXIST GL6 3/4x30 EXIST G116 3/ x30 DATE EXIST RO PURLINS EXIST 2x4 DF*2 24"0C W/ SIMPSON U24 HGRS EA END r.• . s r": ! ! [ 1 v aumezArriv' FACILITIES DEPARTMENT 'muaue." EXIST1/2" CDX (5 PLY) PLYWOOD W/ 10d COMMON NAILS AT 4"0C BOUNDARY (2 ROWS STAGGERED TYP) 6"0C ALL EDGES 12 FIELD BLOCKING REQUIRED AUBURN, WA. 98002 EVERETT, WA. 98201 ID KENT, WA. 98031 PORTLAND, OR: 97220 RENTON, WA. 98055 SEATTLE, WA. 98124 EXIST GL6 3/4x31 EXIST GL6 3/4x31 I I 1 I I 1 11111 I 111111111111111 11111 1 I I 1 I 1111111111 '111111111, 11111 I I I I I I 11111111111111 11111 II I , I 1 I 21 I -1,31- 1 41 ' 51 1 6-k Nate 0••••:'.nr..`" SKILLING WARD MAGNUSSON BARKSHIRE, INC. .0 •■ r I APPROVED BY DEPT. ACCEPTABILITY TI18 DESIGN AND/0.1 SPECIFICATION 18 APPROVED DATE DRAWN BY CMW CHECKED AJB ENGA. BJM CHECKED AJB APPROVED APPROVED aINIMIII■10••■ DATE SUBTITLE 4-11-91 4-11-91 4-11-91 4 TITLE ROOF FRAMING PLAN STRUCTURAL MASTER BLDG 21 01.1 D/F \ 1/3 KEY PLAN DC JOB 140. OWG CONSTRUCTION NOTES: ROOF PENETRATIONS ARE CENTERED BETWEEN EXISTING FRAMING. UNO. • "M" DENOTES 2x6 HF*2 WITH SIMPSON U26 HANGERS EA END. REFER TO MECHANICAL DWGS FOR LOCATION AND / OR SIZE OF OPENINGS NOT SHOWN. REINFORCE PER G/S280. CITY OF TUKWILA APPROVED JLLt 4 1991 - BUIL IN ISI N LAST REVSION SYMBOL SHEET acfletil 901424 21-01-S161 CI Tfii • 1 1 7 11141) PLRMITCENTER DATE OF G. 5 "IMMI■Fgewom•■••■•■••■■■•••■W R EVI SI ON 29'•-•0" BY APPROVED ■■•■••■■••■•■.... DATE 8YM AINVM11111 REVISION 58'-0" EXIST GL6 3/4x27 EXIST GL6; 3/4 x27 EXIST GL6I 3/4 x27 Moll...11■11.1111■••■■••.. o••■■••••••mon ommmiwasoom.•■■•■••••••■•■■•••• 4' IN- / i APPROVED -41 11 S1621S280 L DATE • ,3x14 DF#1 W/ SIMPSON U,314 , HANGERS. PLYWOOD NAILING 1yd 6u0C . FRAMING PLAN V 8 11 .1 1 -0" 4 g EA trAW FACILITIES DEPARTMENT S162 S280 EXIST 4x14 DF*1 DENSE 8'-0 OC EXIST 4x14 DF*1 DENSE 8'-9" OC 01.0111.•111•111••••••■••■■••••■•••••••4 • 58 EXIST GL6 3/4x27 EXIST GL6 3/4x27 IEXIST GL6 3/4x27 !••■•■■■■■••■•■••••••■■■•••■.s.W11.11.1.1m.. r4, [ DAUBURN, WA. 98002 0 EI,VERETT, WA. 98201 0 KENT, WA. 98031 ,EI PORTLAND, OR. 97220 RENTON, WA. 98055 SEATTLE, WA. 98124 to: 1 2 - •3 4 - 5 No.18 ere 1 SKILLING WARD MAGNUSSON BARKSHIRE, INC. 4 0,1111 11 11108111 104 K •••-, EXIST GL6 3/4x34/2 EXIST 2x4 DF2 at 24 W/ SIMPSON U24 HORS EA END ACCEPTABILITY T118 DESIGN AND/OR SPECIFICATION is APPROVED APPROVED BY DEPT, 51Y-0" DATE DRAWN BY CMW cHECKED AJB ENGR. BJM CHECKED AJB APPROVED APPROVED Timol■•••■ . ..M.11.11.111V■Ma EXIST1/2" CDX (5 PLY) P_YWOOD W/ 10d COMMON NAILS AT 4 BOUNDARY (2 ROWS STAGGERED TYP) 6 ALL EDGES 12"OC FIELD BLOCKING REQUIRED DATE SUBTITLE TITLE 1. BLDG 21-01.1 C\J 1.•■••1■10.100..... • • • • • • • .1 ...I ....W. 1,111.16.111■■■•■•••••■•■•■••410.1.11. ROOF FRAMING PLAN CONSTRUCTION NOTES: ROOF PENETRATIONS ARE CENTERED BETWEEN EXISTING FRAMING, UNO. "M" DENOTES 2 x 6 HF*2 WITH SIMPSON U26 HANGERS EA END. REFER TO MECHANIfAL DWGS FOR LOCATION AND / OR SIZE OF 'OPENINGS NOT SHOWN. REINFORCE PER G/S280. 13U KEY PLAN • .4.•••••• DC CITY OF TUKhiLA APPROVED Jli) 1991 4 • SHEET J06 DWG NO. LAST REVSION IVISION 901424 RE:Cf.:1'12:0 CITY OF TUKWILA APR '1 7 1 pEnivirr TER SYMBOL 21-01-8162 MO/INIMIONII■ DATE 2 OF 4 WIN :I- 1 III Tli 6,4 rilrill111111 I nlilit IIII rnIA 1. in r um mistifil 4 REVISION APPROVED 4x14 DF#1pENSE @ -Q OC APPROVED Ov ACCEPTABILITY T1118 DESIGN AND/OR SPECIFICATION IS APPROVED DEPT., DATE APPROVED EXIST1/2 CDX (5 PLY) PI W/ 10d COMMON NAILS AT 4 BOUNDARY (2 ROWS STAGGERED 6"OC‘ALL0EDGES 120C FIELD BLOCKING REQUIRED LAST REVSION ECEIVED GID(OFTUKVtillA APR - 1 - 7 , ,I991 - . ,4 • Ytt ;v4;ir4,:itzi0;441; lititrAtjti: O AUBURN, WA. 98002 -,,,,,, 40 ,...Pror:R K` ° • O EVERETT, -WA. 98201 O KENT, WA. 98031 vci:ir i POI) O PORTLAND OR. 97220 ;10 O RENT, ON, .... WA. 98055_ 0 8EATTLE, WA. 98124 *t%., , At.... .,._ .. • ' ;i0-1.e IA] 4 , 5 • No.14, ht1A4,44 CONSTRUCTION NOTES: ROOF PENETRATIONS ARE CENTERED BETWEEN EXISTING FRAMING, MO. 111614° DENOTES 6 HF*2 WITH S I MPSON U26 HANGERS EA END. REFER TO MECHANICAL DWGS FOR LOCATION AND / OR SIZE OF OPENINGS NOT SHOWN. REINFORCE PER G/S280. , ti PLAN DETAIL I /4u -11 -on 10d @ 6" OC TYP MECH DUCT --- CENTER BTWN JOISTS APPROVED DATE C isQ5 S2so 3x OR 4x JOISTS 2x8 HF "2 W/ SIMPSON U26 HANGER EA SIDE #5 @ 12" EW BOT CC A t • P D • SECTION 1'1=1' -0" D 1 -0" #4 CONT 4 CONT 1sQ*,2ao FACILITIES DEPARTMENT rumolim�i�Rd�m�im�mi 12 OF CRUSHED GRANULAR CRUSHED ROCK. PLACE IN LIFTS AND COMPACT TO 95% RELATIVE COMPACTION 3' - 0 OF COMPACTED NON - EXPANSIVE FILL AND COMPACT TO 90% RELATIVE COMPACTION EXCEPT COMPACT THE TOP 12" ' TO 95% RELATIVE COMPACTION 12" OF CRUSHED GRANULAR CRUSHED ROCK. PLACE IN LIFTS AND COMPACT TO 95% RELATIVE COMPACTION 3' -0" OF COMPACTED NON- EXPANSIVE FILL AND COMPACT TO 90% RELATIVE COMPACTION EXCEPT COMPACT THE TOP 12" TO 95% RELATIVE COMPACTION ON PLAN ALTERNATE SAWCUT NEW OPENING - TYP 4 SIDES EXIST FLR EL SECTION AUBURN, WA. 98002 [] E`JERETT, WA. 98201 E] KENT, WA. 98031 [D PORTLAND, OR. 97220 �]RENTON, . WA. 98055 SEATTLE, WA. 98124 ILlI IIIII`I'I IlIIIjI hII . IIII ._ LLI IIIL ... I _ LL I I11 .111 I 4j lII IIIIIII 1I I) h(� II ii.1 L1 �, IIIIL � 1I 1 2 ) I : 3 . 15I I _... 6I,; No.18 e°.'"ri ,,f# h Ti � - li ALTERNATE JOIST NO SCALE TJ155 14" W/ WEB STIFFENERS W/ SIMPSON 1T414 HANGER 3x14DF #1 C' 2 OC W/ SIMPSON B314 HANGER 24 -3 OR 241-41/2n VERIFY AS -BUILT DIMENSIONS R MAx = M MAX 6192 FT -LBS EI M IN = 1025 1032 x LBS 10 LBS -IN 2 APPROVED BY B 1 S 1S 80 2S111 S280 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 18 AP1=71JVED DEPT. PLACE BACKING BAR AND POURABLE EPDXY SEALANT TO FILL EXIST JOINT AT OPNG SKILLING WARD M AGNUSSON " BARKSHIRE, INC. DATE EXIST REINF NOT SHOWN FOR CLARITY 4 AWN BY CMW CHECKED AJ B ENGR. BJM CHECKED AJB APPROVED APPROVED DATE 4 -11 -91 4-11 -91 4-11 -91 4-11-91 SUBTITLE TITLE BLDG 2101.1 • SECTION WATERPROOF WOOD GLUE SECTIONS & DETAILS • Iwo STRUCTURAL MASTER EXISTING' 4x & 2x S2t038o 1)--- NEW 2 x 8 DF #1 x 20 -0" CENTER ON SPAN CITY OF 1'UK4i.r� APPROVED . JU t I N JOS HO. CITY-OF Tti iW11..A PR 1 7 1 i PEtWifr CEN`f L "ST REV81ON SYMBOL SHUT 3200 901424 ONO No. 21- 01 -S280 DATE OF It "I. E 1 NEW 2x EXIST 4x14— LEDGER SIMPSON l.TT20 8' -0 "0C W/ 3/4" DICA MIN EMBED 38 11 NEW JOISTS SEE PLAN (2)3/4" DICA MIN EMBED 3 %11 SECTION 1 1/2 11 4 _ 0 11 EXISTING COL -� 20 GA GALV BRG i PLAN DETAIL PH -a BY _- ..E.,._ CONC ' l 251 5 S 82 ' 2x 10d COMMON 6 TYP MECH DUCT 3 /4 "93 LAG BOLTS • 21 -0 OC TYP MIN EMBED 41/2" -NEW `6 x POST NOTE REMOVE EXISTING ANGLE AND 20 GA SIDE PLATES FOR INSTALLATION OF NEW BASE MATERIAL PANEL 11/ ! 6 11/2" L7x4x)XO1- 91/2" 1 W/ (2) /4110 DICA MIN EMBED 3%" / W (2) 3 j4 1I 9 5 `AG BOLTS MEN EMBED 4" ON 2 SIDES W/ (2) % LAG BOLTS THRU COL MATCH EXISTING BOLTS 2 I • II S282 S282 SEE DETAIL 1.6x6x1/ x018" W/ (2):4 x7" LAG BOLTS 1%2 FROM END It / 2 W/(2) 3 4 "o THRU. BOLTS EA SIDE HOLES LSL VERT 6" DETAIL 2 SECTION 1 "`11 -0 11 (22)@6 ts. „----- - ADDED I� STAGGER BOLTS SECTION 1 11_ 1 1 _ 0 11 2 U 0 1 _ 0 11 EXIST WALL 10d 12 "0C PLYWOOD DIAPHRAGM SEE 25112 a 2S115 -GWB SEE ARCH NEW 2x8 DFU1 W/ HILT(4 " HIT ANCHORS 4' -0 STAGGER TOP & BOT 2S11 j 82 2S112 EXIST GL BM NO OF /4 "0 LAG BOLTS W/ 7" EMBED A AEAMEZAW FACILITIES DEPARTMENT S282 10d ® 6 "OC EXIST 4x14 It1/2x63/ — �►`— Fy= 36KS1 ri��ll�l EXIST 4x LEDGER E] AUBURN, : WA. 98002 : C] EVERETT, WA. 98201 • KENT, WA. 98031 PORTLAND,' OR 97220 [� RENTON, WA. 98055 ® SEATTLE, WA. 98124 11 (1 1 . 1 . II I . I . I L1 III 1 11 1 Ii 1 r l. _ I I I' I I I . I _ II I I I I 1 1 1 1 1 1 11 1 1 1 11 1 1 1 1 1 1 11 r11 1 1 1 1 11 11 1 1 1 11 1 1 1 1 � � � 2 I 4� 6 1 1. 6 1 1 No.16 mi6ifllmilmi EXIST CONN— ADDED I . . Pr ritaiZt 1,\\\X►\ \\V I7flw,/J 1\\®IY 09 VffM//A I LISMXIIII rfflAWAI 17,1171//h1 I EXIST CONN EXIST COL— SECTION C SECTION NEW 8x BM KW i e r BA WA NNW SECTION 1 11= 1 1 -^ II 10d @ 8" OC INTO BLOCKING EXIST COL II 10d @I 8" OC SIMPSON U3 i4 HANGER EA END APPROVED BY II . (10)/4"0 DICA MIN EMBED 3 SEE SECT K/5282 FOR ADDITIONAL INFO L S11S'82 SKILLING WARD MAGNUSSON BARKSHIRE, INC. ,ACCEPTABILITY DRAWN BY TH1$ DESIGN ANDiOR SPECIFICATION 18 APPROVED DEPT. DATE CHECKED AJB ENGR. BJM CHECKED AJB APPROVED APPROVED NEW 2x8 HF 0 2 BLOCKING NEW " 3 x JOIST DATE 4-11 -91 4-11-91 4 -11.91 4 -11 -91 SUBTITLE TITLE GWB SEE - ARCH DWGS EXIST OR NEW JOIST 'z' dAsusimmil A in "AM EiAt WI fahlWAI rnal WO MA MOM MYNA INEMINI f MA VI' ilij IVEMINi X111! SECTION 11/2 7 11 .%" 2 EA SIDE W/ (4) 3/4 MB SECTION 1 11 4-0 11 GWB DRAFT STOP SEE ARCH SECTIONS & DETAILS STRUCTURAL MASTER BLDG 21-01.1 NEW 3x 'EXIST GL BM 8 2 2 S11,21§,2 H 2S111 EXIST 4x ROOF JOIST DC PLYWOOD DIAPHRAGM SEE 2S112 & 2S115 FOR ADD INFO NEW GL BM — 3 4 11 O 1i LAG BOLTS t� 2 -0 TYP MIN EMBED 4V/2" CITY' OF TUK ILA APPROVED LAST REVSION SHEET JOB NO. OGG X10. SEE K /S282 FOR ADDL INFO NEW 6X POST CITY OF TUl.NILA '.2 iz 9` 7j PERMIT CENTER 901424 I SYMBOL 21 -01 -S282 DATE OF • r - C7 re; co cJ a 0 0 0 0 ...*•■•••••■••• 8 5'-7"...t. 8-1 vole Z-0 1 / 8 ". 1 1 -0" k4 c h k'.) 12 or A. *A. , A. A. A.• 5 -1, 7 11 8'-11" PARTIAL PLAN 12 5 AEI/m.10u 8)*4 T 12'-0 12) (8)114 T 1 20 EXIST SLAB REINF DETAIL_ fm 1S 5 S 83 • BY HI Lj A PPR OV ED (8) B (6)n4 T 12 DATE I- Lo J 3 " al CV Pr) ED .047157W FACILITIES DEPARTMENT SAWCUT 4" MAX EXIST REINF SEE 1/S283 SEE 3/5283 FOR NOTES POURABLE EPDXY SEALANT PER SPEC'S • 2 83 S283 TYP EA SIDE EJ AUBURN, WA. 98002 • EVRETT WA: 98201 O KENT, WA. 98081 • PORTLAND, OR 97220 [ RENTON, WA. 98055 - 8EATTLE, WA. 98124 0" . . 7'7.7, 7 -,• 77v.7'1,47,;.r."'Atree.V.41-47 ?". - • 7", - , - • 1 1 1 1 1 1 1 1 If 1 1 1 1 1 1 1 21 •1 1 1 41 1 1 51 TYP FILLED JOINT DETAIL SLAB CUTOUT TYPE 1 SKILLING WARD MAGNUSSON BARKSHIRE, INC. 11 5 MIN e fookrometth ORAWN BY Jo illt b p R K 8' ACCEPTABILITY cmw 1? ...... T1.118 DESIGN AND/011 CHECKED AJB ENOR. BJM %" OR - SPECIFICA rION 18 APPROVED APPROVED BY MIN DEPT. MECH. PIPING SUPPORT., SEE MECH DWGS A 1S 2 S 83 LEVEL SEALANT (+0,-1/8") FORM JOINT W/ STRAIGHT SIDES & SHARP CORNERS OR SAWCUT CONC AS SOON AS CUT EDGES WILL NOT RAVEL 2 S2Q3 S383 DATE COLD FORGED MECHANICAL SPLICE TO ACHEIVE 125% YIELD STRENGTH OF THE BAR Fr60 KSI CHECKED MB, APPROVED APPROVED • • 7 DATE suert1'L t.5. 4-11-91 4-11-91 TITLE 4-11-91 4-11-91 —J C.> EXIST REINF SEE 1/S283 SEE 3/S283 FOR NOTES • 1 NOTES: NOTES ••■•..A......A.ALdAALAAA.A 5" MIN SLAB CUTOUT TYPE 2 i ' -0" 1. SAWCUT SLAB WITH DEPTH NOT TO EXCEED DEPTH SHOWN ON DETAIL. 2. CHIP OUT REMAINING SLAB. 3. CUT EXISTING RENF MIN EXTENSION. 4. EXCAVATE, PLACE MECH PIPING & SUPPORT. 5. NOTIFY STRUCTURAL ENGINEER IF LOCATION OF EXISTING REINFORCING IS NOT WITHIN i1 INCH OF THEORETICAL VERTICAL LOCATION. 6. REPLACE REBAR TO MATCH EXISTING, USE MECH SPLICES AS CALLED OUT BACKFILL WITH NON-COMPACTED CLEAN FILL AS 'REQUIRED. 8. RECAST SLAB WITH 'f PSI CONCRETE. TRENCH DETAILS STRUCTURAL MASTER BLDG 21-01.1 MECH PIPING 8c MIN SUPPORT. SEE MECH DWGS DC 1S.2 S283 COLD FORGED MECHANICAL SPLICE TO,..,„ ACHEIVE, 125% YIELD STRENGTH OF THE MR' Fr60 KSI CITY OF T1JKivILA APPROVED . j 4 991 0. ElUILDING DI ISION CITY OF TUI:V., APR 1 • LAST REVS1ON SHEET JOB NO. 901424 DWG NO. ; 21-01-8283 To SYMBOL DATE 1111.1•11■1••■•••■■