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HomeMy WebLinkAboutPermit B95-0410 - GROUP HEALTH COOPERATIVE - STRUCTURAL SLAB City of Tukwila � (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0410 Status: ISSUED Type: B -BLDG Issued: 12/27/1995 Category: ACOM Expires: 06/24/1996 Address: 12400 EAST MARGINAL WY S Location: Parcel #: 734060 -0480 - Zoning: M1 Type Const: III -N Type of Occupancy: OFFICE Gas /Elect Wetlands: Slopes: Y Water: 125 Sewer: VAL VUE Contractor License No.: LEASECL118NB TENANT GROUP HEALTH 12400 EAST MARGINAL WY.,S, .., , TUKWILA, WA 98168 OWNER GROUP HEALTH COOPERATIVE `= Phone: (206)448 -4699 JIM DOUMA PROPERTY " MGMT, 521 WALL ST, SEATTLE WA 98121 CONTACT BRIAN BERG ;•,Phone: 206 223 -5213 • 111 SOUTH ' J ACKSO,N STREET, SEATTLE, ;WA 9$1Q41 • CONTRACTOR LEASE CRUTCHER`,`LEWIS 'Phone: 206 622 -1666 107 SUITE 500, SEATTLE, " WA ` 98104 �` : * * * * * * * * * * * * *�{ ** *** * till ***„******'*************** * * **!cii* ** * **0( * * * * * * ** * * * * ** Permit Des,criptior INTERrI�OR- :STRUCTURAL ,SLAB 'TO SUPPORT MECHANICAL UNITS SETBACKS f ;t Units: 100 , Front: 0 Back Buildings. 001 ;;'L'eft :, 0 Right. Fire Protection. "N /A .. i UBC Ed;l t on 1994: ; Valuation': 6,.000.00 y :` ='l 'TTotal Permit Fee :, �.� 1,89.71 ****** ************** ***** * *** ***;*****' * *' ** * ** * * * * * * * * * ****.* *k * * *** * * * ** Permit'.Ce`nter;.Authorized Signature Date' I hereby'. derti fy, that I have read an examined this permi t. and 'know the same to be: and correct. All provisions of ..l;aw.,,`and ordinances governingthis work will be complied with, whethe"r? specified,'h "erein or not ,} r The granting of this , permi't• does not presume to give ` 'aruthority to violate or cancel theprovislpns of 'any other state 'or local laws °::regulating construction Orr:. the performance of `work: I am authorize'd=to sign for and obtain this building permit. Signature: ' ?'7 " ?' Print Name: t ice- 1 - L /1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKW/L.� C ° Department of Community Development - Permit Center 6300 Southcenter Boulevard - ,#100, Tukwila, WA 98188 /909 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME ` ,, 1 • NUMBER r OUp CU�I`1 SITE ADDRESS SUITE NO. FA5 0 la I u0D Ec� YY104:5410A t)b INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW • "X" in box indicates which departments need to review the project. ::; > ::<:;; `: € ::::: DATE:::::; ::': >. > ::::: :;;.;;,<.:; :> ENT:::::::. DATE.:IN. : >:::< : ... ..::... RE U.I >:. .MM . :..:<. :.:.; DEPAi! TiM.. :.::::::;,: . : :..:::::::.:::.:: .:::::. :: >: :> : . C N T .S »:r: >: : ::.::: : >::. : : : . ;. :. : : V PR E :A P 0 BUILDING - k NSULTANT: Date Sent - Date Approved - initial review l& 12 1-5- ( OTE� FIRE / ii /q FIR PROTECTION: Sprinkler Detectors ‘N/A 12) lc/ S' � t FIRE DEPT. LETTER DATED: INSPECTOR: 5 1- Nils INIT: O PLANNING 1 ZONING: IBAR/LAND USE CONDITIONS? [)Yes J No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- O PUBLIC Ar\l') UTILITY PERMITS REQUIRED? U Yes H No PUBLIC WORKS LETTER DATED: WORKS 4 V INIT: • O OTHER INIT• TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): BUILDING - 1Z I' � �t5 a final review INIT: �� �i�' , -- f P °Yes 5?) No 1'1 W i.,( ,BUILDING I , Z �) /f /K OFFICIAL )1'110& INIT: iti . REVIEW COMPLETED AMOUNT CONTACTED L '� . I • . OWING: DATE NOTIFIED � BY: Li- QS (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: I 1( ,15 (init.) 01108/93 BUILDINJ PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 C - ' (206) 431 -3670 DESCRIPTION AMOUNT RCPT # DATE - �� ,� � � I c BUILDING PERMIT FEE PLAN CHECK PLAN CHECK FEE: NUMBER • • ' OU "* 'BUILDING SURCHARGE , APPLICATION MUST BE OTHER FILLED OUT COMPLETELY SITE ADDRESS SUITE # I VAE OF CONSTRUCTION - $ 1400 E. f1MtZaIJIAL WAY SNIP 40 COD PROJECT NAME/TENANT ASSESSOR ACCOUNT # P 734 -O[a O4P . , TYPE OF LjNew Building Addition O Tenant Improvement (commercial) Demolition (building) WORK: O Rack Storage 0 Reroof 0 Remodel (residential) 4* Other: (AL SLrTvrvT DESCRIBE WORK TO BE DONE: IN1TEt2 loft s7rzuc7utZo SLINZ To S ufrarr VI ea-4 kklical (Nrn BUILDI 7 GE NTe etc.) rri --, OFF te GHT MAr.IUFrAc.Turz# cA 1 WAREw1oosty, NATURE OF BUSINESS: 11 EALTt -1 C,Atte, 5 ur i Mrt'T WILL THERE BE A CHANGE IN USE? No O Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Z-i'c7113-1 Tenant Space: Area of Constroetion: aco SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ® Sprinklers (4@ Automatic Fire Alarm System PROPERTY OWNER GItzauP 14EALZN CoMTPC.T Jot UeASCNWANVE HONE - LSS ADDRESS S2► WALL S+ SE h'T(�.t, I \t,//) 1 ZIP CONTRACTOR M' PHONE 1.Er�s�. CczU'jctkEct l� w �S C�n17Ps.Z r+n�Cc► es 1.7z. off ADDRESS 10? Sfrar1G1 SEAT(l; 11dA Z IP g6I (74_16S . WA. ST. CONTRACTOR'S LICENSE # 1.ec.se GL Re/ N? EXP. DATE J aqiip ARCHITECT N �a GQNxAtj : �TLIA+.1 k l7lr PHONE 22 --S T.0') ADDRESS 1 \\ Sort\ J r�►c,lresr-i..1 S Se►� V,J ZIP u lnloet- HEREBY >;.CERTIF:Y :.I :HAVE READ:: AND EXAMINED THIS 'APPLICATION AND.<'.KNOW:<:THEs >SAME? :T :: ::::. BE TRUE.;AND::CORRECT, AM AUTHORIZED;: TO APPLY > FOR;THIS: PERMIT:.;;::::::::;: >::; :. BUILDING OWNER SIGNATURE DATE OR '""` ' - e15 — AUTHORIZED PRINT NAME PHONE Z23 _C z1'" a AGENT ADDRESS 4 I l i Sou'tN Jess SI-, CITYZIP -rt CONTACT PERSON .zt,Zr fSt PHONE 22 11 ?-5? 13 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES td2243 e SU • M ITTA L LLST CHECK COMMERCIAL NEW C OMMERCIAL.BUILDINGS /ADD ITIONS O M ME RCIAL TENANT I MPROYEMENTf3 `::,:;:;: Co mp le ted buil pe appli (one for ea ch structute) .: : Completed building per applica (one for eadt abUC or'€ <.' s ssor cco Nu :.... • As ase Account •N umber Two sets 2 of the followin . s :, • : • Two (2) seta of c t )n s tru c bon plans, which incl >.: Site lan.. ;;�,S - , U P ..:. .:: .:...: LOCad n . f . ten n t s 0e u a ► b . as fi fn t on'St a te :licen >�<: >:> :.:.: :,::;.;.: ,;:..::... ;>:. �:.;;:.:;:::.;;:.;: ::<.;:.;;;:.;:.::,;•.:.: SVUCtural . I • Y aW ..:. : $.: . . � an pro c pa rkig' •:::;: < >: » s: < <: ><• >:.:`�: :• s<•::: ;: >�: --7.. en • Landscape plan ( i f applic i e , c h a n g e of use) • So report st by a Wa •S tat e l wen s ed en Overeil building plan n Top ographical sun ey • T e n ant loc • Us o a g e n t ( wall tenant • n Ener ca abon :st b a Washington S tate licensed Ov e r a ll d adja of buiidinp or square f ootage • en gineer or archi te c t • E FI s ce Leg descnp o r P Pa 00 I an of propo t • Te with u of each roo la Went spac • n W dra win g s , stamped by a Washing • St licen • Exrt doors, l ess pt s item • I ' archi w h i ch incude • N ew • e wall a nd walls to be dem olished • Site plan Construction details.` :: Archi t e ctural drawings •C ross, sections shown y wall c on stntctto n la metho o Structural d attachmen for floor and ceiling • M e c h a nica l drawings • Elevat L S tructural c alculabons stamped by a Was Sta don licensed Civil dr engineer m ay be require i structur work is to be e ( 2 sets) Landscape plan : N E ff any ity w done, s separa utilly per OT util o tk /s to be • :n Com utility permit a ppb c a bon (one f or en p app e n d plans U; (6 ) set o f civ dra f `. N OTE See u tility perm app an d che ck li st • for specific • uhr ty R EROOF su bmitt a l requireme n Co : buildin g perm a p p licati on (o ne for ea ch st n . . . : . ." :::. :::............... . ,:- . :. • A s s e ssor Account N ;R AC K S N describing exisbng ro of, ma be in g re moved, a Completed huildm permit applic m ton being installe a U Ass Account Number the permi oJl of tc on f et t e r i s re prior t o fi na l inspection a n d sign Two (2) • sets of plans, which include I ! Building flyr plan sh o w ing ANT E NN A/SATELLITE DISH ▪ Entir spac w here racks wi b e l oc a ted Complete bwi p ermit a o ppli catin • Exit doors ; :. Asses A Numbe Dimen of all aisles :: • Ten sp floor plan s howing rack s layout, a isle s and .Two (2) sets of pl whic i ( e xits : Site Pl an (showin b and location of ante nna/sa t elhte dish) • JT d i m ensi o ns o f r acks (heig wid th and leng aisles .. an d exit ways .o .. ::; n t)etalls anten di and method of atta chment — Structural calculatio st a mped by a W a shington Sta te license Struc c a l cu la tions stampe by a W St lice en g i neer. (rack • storage 8 a nd over) DELS enginr�r m ay b r uired q RE SIDENTIAL • N EW SINGL - FA MILY I)WELLING SIADDITIONS < • RESIDE RE n Complete building pe ap plication ( o ne for e structure) ii Comp h uil d m g p ap p l i ca tion ( one for e structure) • • Legal description . A Account Num , • . C T ngs� which inclu • Asse Ac Number ' wo (2) sets of wor ki n g drawl • :: : .. � Site` la T s (2 of worki drawing s which in cl u de P n 1_ 9 Foundation •plan ., ,•• Flog :.. r. lan <;; Site_ plan. • ( tin pla show closest hy drant toc a don:: popf pla r .. F oun dation I a n nclude ac io bull , sho : .... .: . . Floor plan wldih an length of acoass • Building elevation a ll vie ..toe :: �' •Bu • • ; Roof plan .. ildm r ss ecb n ) Buildm e lev a tions all views • Stru gcc s o aura! f ra m in g plan •Build cross- s e c tio n s NOTE :If • any utility wor Is to be don p rovide ut ility pe rmit ap plication • S tructural framing plan an plans must be submi W a s hin ton State Ener :Code dat • fd < REROO . :. Coin lete util p applic • P ., ..: coin leted.b erinit:a li i P • • E] Si (6) sets o f • site pl an s , s'..,'... howing utili ...............:::: A :A Nu mb e r; • �• J T E Bu ilding silo plan a nd utility si t e plan ma combi . • Se Nar er i a!: . de s cnbi n g e x isting ro material b ei ng re mo v ed, a nd uti perm applic and checkli forspecific su bmittal req ui r ements < 'A"� m aterial b eing installed • Additional topographical an so ils i nformation may re if u nique .: NOTE. A certificatio letter is required prior to linel In a ci d sig- sito:conditions. ; off of the p ,+ . r �.�.•, • ;Y4 . j yv : ;r tj, 4:U {.. '`;. N.a ff '� t ±h f +, r r '7 1 ( 1�4 ^1 ,i •N t 7.• ^•.t • • t x w..• kiS,i�d'Z:; % 2•i>.;,.t, i 1,;' > "�,oijS:', a � ;� 6• f - .y t tr :�;•'Q r ' nrr GENERA 11b.75. • t'A.kA* AAA' * # * ** * *A *k*:t *h:k*A* *k k*A *A+:isk *. Ifik* *A *kk.is **.tk *.t ** TOTAL: 116.75 CITY OF 1 UKl<lTLA,.�;Fl -w �11 1 R61NS1~f CHECK 116.75 CITY vl CHANGE 0.00 ***i< *A/ t;.*k** *A *A *t *•k•A' * . *sq cII }'' fc• k: S• k•A'*slk.i•k•A** A•;AkI * k A4ok N. , Nurtiber. `,S4ff01404 Amaurit: � 1082A000 15 fRyNSMIT 1 ].6:.75 ].: I7 . � .; �f5 Payunei,t •:Method: CHII'CIC Notation: 81 ;oilP 1117.AI.T11 1 00 In it aL Pei in it No: 895-0410 Type: 8 ..- U4_1)G. BUTT I)TNGI LRtII'f • Par re 1 734060 ...0480 Site Addr ^eps: 12400 1:AS1 tiORbl'NLlL .WY S • Total Fees; • 18 .'71 - 'fh is Pdvinent 116:.7", Total'. 'ALI. Pints: ' 18q.71 :.:... it*•.h** *44.*7F•k:t•4A* A *f*4;ttf - kA4kk: ticA• tcAk* *AliicA *A *,t * *k,t.ic*A *.A Ak.hit:t* Fiacaurit Cade Ue:i'r.r i pt i on Amaurit 000/322.100 BUILDING .- NONRE:B 112': ".3� :.': 000/386:90 STATE s•.BUTIr.OXNG 8UU • • . • • • • ^.r C dd ^, ., ?° c x r r t i ° s q ? w •t r . F : n " . t r ; " da 7. c a ,xy�., •+41r•t .v'. v '. Fk•1''b 7 x i • i •t GENERA 72.96 le !e A * A k i4 >t le hti. lr. A ! . # k . 72 96 r Tel O H •A .' i RkN9NI1 CHECIt 72.%:. fir, l *. k ro l k k k k A ` A l r �l i e k ! c kl r k i e * 4 ' . f e k � C l r k ?e k Y k l ti d �k h k b � F b l e o f •k A le Or A 1s •A' lr k h d k C NGE 0.0 0 7R�tHaMYT ° t ��mbEr^ « 00 325 Flnaun't 72 « 9G 12 /07i'9t /f : §" 123 0b ', 16:30 P ��ine:nt M ethod CH ; Notation. Niiap xnit: SLI; •No I3g5 -041 `rvp. « 0 -OLI >G 11:UTJLd'XNG • • Par.ce.l Na« 734.060 ;0480 c ite 12400 CA MARGIWWtaL W`! a • ' Thi 'Payment:, 72' « Total (41.1. I'mt Dal artce. ) .75 kkAt�.l:yk. *hk *kk ;4. fi!<* Ak• kkat . k:1*- A •A• * *k *A *le'Aki4la'kal :1'•Aicilr, kAli *A'lr�le :ACaallrlt : Code (�.� � { pt i an •. rlttla • Qoo /3�#:� «f3 0 PLAN (:1111C1( NONItE:3 • 72 fib. r .Z. ` INSPECTION RECORD e,;‘ k- Retain a copy with permit � - *? s -- U-1 (( ; a i.e,, >. N • •, PERMIT NO. 7y CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 9818: r" ' 431 -3670 i' Project: } ,� Type of inspec Q y. teams i; c Address: Date called: - Special instructions:. Date wanted: S / XI Requester: +i. .r. Phone No.: ' ', Approved per applicable codes. 1 I Corrections required prior to approval. h COMMENTS: F 3 _ I ' 1 ..) yti I. 4 . , f Inspector: Date: 5 /4 9( l r., r1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 's Receipt No.: Date: , • .. . a. , aw+rr u,cn�ece�- uarsta wu •'aa+raestarwout: vary , :ent , y sCC t Ar. .. • /INSPECTION RECORD' Retain a copy with permit r INSPECTION No. POSIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 8100, Tukwila, WA 98188 �` 0,. ,...4., ` (206) 431 -3670 � :: Pr • :61C>av gLI-14 Tt►peotkhspedbn: h ►�csLes' * ', A ddress: Dote Caled: s 1 Z . 0 i Wergild: Special Meftrudiorhsh: Z [c - at — Sc " ("r Phone Ns.: i 1 - 4 6 13 -_ : Approved per applicable ❑ Corre required prior to approval. . -,!;' COMMENTS: • K, .. J/� el t-,.- / Ns /. � ts 1 i h� Sc N'.;� ►5 c� N• yiAs ; 'n�JC , 1. 01 S „`t'. �o Pt ,6L��nS. . . , lnspedor: C77 i li,...rl— I Date: z - G - al, { ❑ $ 30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. CaN to schedule relnspection. I Rt�o.: I Date: � ,: * . . . .. . . . . • V �' INSPECTION RECORD jS R.tain a with permit �crlONND. SPY P P Na CITY OF TUKWILA BUILDING DIVISION fi , 6300 Southcenter.Blvd., #100, Tukwila, WA 98188 p 1 (206) 431 - 3670 Project Two of inspection: ,e, Spedsi Instructions: b 1 Die Wiled: R $ : '— s _ z --94 Qom. { No.: ,1 ee i / A/(.‘, - 60 PhoneN C� &, ,: 0 . ❑ Approved per applicable codes. - ❑ Corrections required prior to approval. COMMENTS: /4, ,___ v , ; d ra ii.. .h..04 4P•■• i .4 ' t "fq t. / 4.2„, j '.. ' ,J y • w , ! a 4 ' f 11 rnspector: - L Ode: ❑ $30.00 REINFECTION FEE R , UIRED. Prior to reinspection, fee must be paid at 6300 Southoenter Blvd., Suite 100. Call to schedule reinspection. [IWO"— .. ..... .�.. ....... . -.. .. ... + «. .. .,..L: .........:..«wR �,�,. -... cz INSPECTION RECORD 8 ••, k � Oe-it d Retain a copy with permit , INSPECTION NO PEWIT if,. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., *100, Tukwila, WA 98188 (206) 431 -3670 Prol.rt : G I L4 ..P . ' lr'�Ai na Typeot . �N C;"...,'N-E Addroos , ► , , Dote Called: 2 3 Special Instructions: Dl. Warbled: r - 2ti - q 4 }' 0 0,, r- SL b Requester: pm. y G-v _. 0 c.Q4} P hone No.: z g� - qe 18 ❑ Approved per applicable codes. 0 Corrections required prior to approval. ' COMMENTS:, Wc ht -41" ,, if/U P/14, "V 4s u si y r..� -U t s 'uvi S svh 4-7 /fceit ,s. sb /0 7 04 / t CIA tCCU Set eve 44, l 6.4 F ip `- c.-0,.( '1 G o .A.4 ' Inspector A I Date: /...2, yi.g4 I O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. _ .. . C INSPECTION RECORD 0 61' Retain a copy with permit v ri (il u O tiot/ NSPECf ON Na CITY OF TUKWILA _ BUILDING DIVISION ►; ti 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 11' (206) 431 -3670 TYR of , 4 4NaAn R.— ' nos: .r /B 96 pm. et 0--- Requester: Phone No.: 2 4(� 10 AL_Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ( 3 di - CA P �'�DC•'xa"bcJ «c / w �s t 3 ch, .J • d Y tl.k I Inspector: C L I DAY: / p I s ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at �. 6300 Southcenter Blvd., Suile 100. Cal to schedule reinspection. I Recut No.: Ire: I } ` ... - - .. .._. , , , , '.., :. * - , , ,., : ',`, .; .... :, . ',' ''' '.., :•••.• ''''• . .„„. , ,. ,,...„--, ..,..., ',. s"...,',''' '„,.''' '' .?.'-•• ' • .‘'..... ,,•?.. ';‘,.‘' .,• .,"-.•,. .., ,', ',. ., ' ,, . ..'.. , .1` .;'' '1'' . ‘' ' , , ,;. ".•,. ..'. ..;',.',.,..' ' ' , ,'„ , •'. . ' ' , . ',,,',•- ., ' ,..:.. -, ,.',.,) - ' .., .. .,..,. , ''',.;' ..),.2 ,.', '''• , ,•_,' • :'• I . , ' .„,.' '',`. - :,•, ',; , '.!..,'-.-.2 , , : . : I ., .',1.).;„ S S ,-',.: „., , - , ,' ;'',:' -'' ",''''':' ',. v ;-. '; ,.,-, ,,' 1.- :', ; , .‘ : , ,, ,'''',,:,--"-',',,f - i ---. ' `,---, , ;,. ,' , ' , . ., ' ' , -% I '; ,••• :. !, , ' ,.,.:, '•. .... '• '' :`,'' '• ' ,. : ' `''''', ' ,` ' ..• -, • - . ' ' '• . , 1. -• `'-', ' - ' , . . . , ■ ,. - , • ■ , , . ,....* , , , ■ . ■ , ., , • ' , , + , ■ , ) ...................... ' • ' . - , „ .. , __.. , , . _ ....... .. .._ C . . o MAYES TEST ENGI NEERS, INC. • April 24, 1996 City of of Tu • . kwila Building Division 6200 Southcenter Boulevard oulevard a3 Tu kwila , WA a' wA 98188 - Tukwila , !d Attn: ' Duane : Health petin # 11950410 12400 E Marginway Way T G u ro k u wi p l H a, e W aIG A riffin Re Gentlemen, which have been se • This is to inform you that registered special inspections you. t have been completed for this project as per • ur reports, copies of w If To the best of our knowledegeuity approved drawings, all work inspected wsasoreiethngerinpeeerfr o a changes. ccordance with, or corrected to conform to, the Special inspection was provided for: Reinforced Erection Fastened Structural te Anchors We trust that this pr give us a call. es you with the information which you require. Should you have any questions g Sincerely, MAYES TESTING ENGINEERS, INC. , . . ,.. --P"-€€-------------- ' ,. ' :, • . ., . .'-` ' • EIV ED P.E . , , Michael S. Dolder, • • o 9 1996 General Manager . .. , APR ' ,... l !Mir( mSD:Inam COMM- 004%.cio DEVELOP MENT 917 - 134th St. . S W., Suite A - 1 • Everett, WA 98204 • (206) 742-9360 • FAX (206) 745 . '' ' ': • r.d CITY OF.TUK;WILA ' Address: 12400 EAST MARGINAL WY S Permit No: 895 -0410 ,Suite: . Tenant: GROUP HEALTH . ' . 'Status: ISSUED :Type :: Applied: 12707/1 995 Parcel #: 734060 -0480 Issued: 12/27/1995 ' k*• h• k*: k*• k• k*• k**• k• k***• k* k*• k• k** k**• k• h h • h****• k* kkk' k: k' k* k** •k•k•k•k•h**k *kti4*:kkkk•kkk*:kA Permit Conditions: , 1. No changes will be made;,4.t.o:;yEi ' t b unTes.s.. approved by the Architect or Engineer anti wi "l a '' 13utt`,0ng,, 2. 'Plumbing .permits , Sh il'1 be obtained through the;' 5.e•&ttie -K:ing • .County Department ;af Public . H.ea,l th lumb,ing wi` -1;l,r be ' . i nspected by ./t:.hat age,ric . ncl ud�i..n.g �1_,l gas p i ng;, 3 El ec.tri ca l ts s l be -aob`t � i•n •thrs,ouglY `'th ;Wa :h g' on u State Di lon,%�oAtjabor and Irrdustr an�d'aai l e ec�t c61 . won wi j T �r `nspected by th a`t, (24 E► . i , v4 4. All meaty iical vorr; ^hall, under 'eparate per "ntiei *is+ . t h e C),7 t:v o T u k w i lea . °1 * p nd approved plant ;, . -r' 6 . , , d ," � �� , 5. All . y,er'�mi tst� •i nspecd on r`ecor'd I .a ha).& be ' tine b l e; ,, ti ot� -,�;,, �' k} �a.t th e`' ,aob si pri "t'o ..tl.�e start of a c struc "ion . ` :The s e documents. a to .h.e' maintained and ava=i 1, ',VV abl unti l .fin inspection ap =< s ` ' 6. Al i structural, concrete - shah'! be 430131 inspected (UBC •; i Sec. 306(a)r1) Y,, .. ' c 7. A11,. structural weIcii'ng ;'hal l: dope';kiy_.W.A : B.O. certified , i' .. welders and special ins,p,ecte01:,•.(UBC '- ?Sec'' - 06(a)5) . ; „.„..-.„4 ; T,6 8. Thel;specl l inspector .shall{ .. uLmit�final:::signed report 4:' . ,stat' whether the " whir - , .inspec,tior #' wos,r ,•mz'1 to tth.e, blest prof he inspector's kfowl eclq`e Y ',:,i•nAionformance 1f : � with.'a'ppr plans and specifications and the' 0 worknrenship�,pr'ov1sions of the UBC.,;' . ,. ; , .. ,, •.•.. ;: =- ,k 9. When 'sp :a ill e,u;l , linspe e ction is required 'eititer�'t.he,' `` >.,,„ al/ architt or engineer shall notify the,�`Tukwil;aBuilding ' c �'� r Division; 'of app intiirent of the 3`nspect�i-o.n`' agenbfes prior to the fir ;t` bui ldthg,, inspection. , Copies of al,l'�'spe, inspection ; reports: shall' be submitted to_. the But l d;i'ng , 3� , >; t . Division ina,,timel,_y manner'. Reports- shall contain' „ addf i e�ss, . project name s permi t number and type of inspection 4.e j4 ' • performed {” ii 10. Notify the City�o `Tukwila Building Division pr;.iorstO .placing any concrete``. This 'procedure`''is i_n.:.a'd 1,;i;Gi'on to any . • requirements for special �,inis.pection ,<< } 11. Validity of Permit. The'tilstaarlr+eTof a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of any violation of any of the provisions of the building code or of any 'other ordinance of the jurisdiction. No permit presuming to give authority to violate or canc r el the provisions of this code shall be valid, • .. .. • . ✓ OWL-11.4411 .Jn 1 I nVL I I 4n • `.NNYV I V ./W • .. ..... - • , L . tiV4 . I't,cN Q � P Q , Q/ OF TS COL ti iU� i5 COI. 1: 0 . E , ■ I ,� � - 3 —0"x3 �-0 xI —O Tri`'�K m.. -/ / w/ (3) j4 II ( EA. WAY BOT. 4 • 9I • TYP. (4) PLACES I 9= /z OF j 16/53.1? TS COL. 1 17/53.1 . __• �' � v ' ` I / EX. f i G. t -- ♦ - I - i I ti i 0 EX. FTG. ,,7: - - . s I ////w/. iii / / /J, /l `b q 18/53.1 t i t r- I Y •w X—BRACE / _f 1 4.1 U" j REFER 12/53.1 OF TS COL " —' ._ /44(e 5 16/53,1 1EXPIRES 1/25/ 6 7? 1 1 it' cis WY 4 THICK HOUSEKEEPING 4 ` PADS OVER EXIST. SLAB. '.`0SW\ '� REINF. w /�3 0 16 "ac CCi \I E O EA. WAY CENTERED A??" COORDINATE LOCATION A� 10 1990 OF PAO WITH MECHANICAL !— ' - -.1 ENGINEER. _ . ._ .� ,:::". 1 Vi S SPI "�[ : .. II I •:l.Y.a... ..... ....... ._. ..'.... _ .._.._.........— .....�..... .._ __... -� .... . _.... .. i....�rswJrrwsru. +.n.r.— ..r.... ..........r..r..r..ru. -w ...... �.. v. Y1 lNA`n+YaTnw•v.ww.r »r..— ........ ._ .. .. .. ... .......rurwnhYrn!tM JWtNJUN N-11 r r1Ut I ran • 44.JV01 V W • - - 0 ...) • PA griAl. • • VNAI+4a H 0 . 4 / I . . L...__J L._ i __i L __7 . 1 1 1 . 1 1 • . -IN i . • Iv . f 13/53.1 / 1 / I. / 1 r . : ') • L _ _ / ZIL/___ I } • EXPIRES 8/25/ ' 7 1 , 44 HOUSEKEEPING PAD 1 ( 11 /53.1 1 OVER EXIST. SLAB REINF. w /f3's A 16'oc �'�� • ,. E.A. WAY. CENTER'D , e, C. C) . • . r 7 • r r-.a 1 II -I I .— 1 1 - } I I i 1 I . . i I l,\‘‘ co R O I J AN 1 °• 1851 111 C�11��G Di - n1 .: , ' I � • H VVJ V 1V • r w n i � I r nu n 1 J I't • • • • • • • • • • • • • • • • • • • ■ . VII: II/ 53.1 el o` wA s ' 9 • • • O r"' / i "/ REMOVE EXIST SLAB TO NEW HOUSEKEEPING i:NAL, /95 -f - PAD PER PIAN !EXPIRES e✓zs/ INST Ex • 1� NEW GLULAM e)p4r BM. . EXIST. SLAB 14- \ \ . • 1121 IM IIINIMIIP AIM =MUM NINO 2 . ,..• . :.: 4:.. • .; ,,i. i , • •Ire- .... \ ,s ,0 11 , 4„. Niiv$ . .. S •- Epbnt1 cvitzculer tzeurt - • • ..c a1 46 "oc • e p . 'W y 151.6" 5• SEE.13/53.1 FOR CALLOUTS IN COMMON . • o� "`�\�\,.‘ �o S 4" 3 ' • Pip . • 1 D 1985 3 / = 11 01..1k1 rs11%1 JWCIVJUI`I Jt1 l r rivC I r GA • MH) 4uI v 1$1 S 3. 4" MIN. TYP. ROO BRACING w/1410. 3 CLEWS ��� (4)3/4 "v A.B. .%) /'s BASE R /zx6 x1 fi *(\e '41 o v *MN • FOR CALLOUTS IN COMMON 9" 1 �/2" 1 . SEE 17/S3.1 1 ' • AN 0 't 3 4" _ , s —0 12 rya ' D 1v ‘ SW g 1\,C, SAt -44. �• �`:;% aa�i,: rc: rr: att�u. c.:: x�mszcwv. �w, aee. sseai+ u.......,.....,•.. � . ...............�...,..- ........ ..... ,...� � . ......,......._«.,._.,...,...,, - _..........,.......».�r�i..u,. ., .,_., .... . .....___...«..,r JWtIV JM i . r mut i r cIA • 4 4'4JHV 1 V • p11. REMOVE EXIST. j. r._ INSTALL NEW GRADE BEAM ( 2)113 EXIST. SLAB CONT. • 'to • W . y 1 r/ (2)/5 CONT. TOP & BOT. . 5• 6" 1, 5" i') 11211 Tr�L ' 1 0 1 3i4 j_0" . 13 SO rAtA au��- SK "S JWtIVJUI`I Jrt I r nuL i I an • 4 I V ..., , .. _ C: • T PTO 1615•1 STEEL STUD WALL w/ , PLYWOOD SHEATHING 1 NEW HOUSEKEEPING PAD PER PLAN �, • • 0 M I 'T-rep EXIST. SLAB eY coy +ed rte 4 a Ail 46" O. C . . WAY OWASII •/ 144 4 4 18 ; e0 } 6 0° ' t�`WV_D EXPIRES a/25/ 1 1 J MA ,� 0 i55) 3/4 "_11_O" .16 c%< • • r: I.. �.. ............,..,.....,.� ..... ...............0 .......... . . .. �._ . . .r ................ .. .... - - .....r..wr..whr.ras'Mr�m•w • • • ,{ .. • pn.. i1f • REMOVE EXIST. SLAB TO INSTALL NEW FTG. 1 /2'x6 "x1 Z: BRG. 1 ._.-- - -- TS PER PLAN w /(2) 5f 4 0 x 10 A.B. i i r 6 EXIST. SLAB 3" BLOCKOUT' i A .1W LEVELING GROUT ,.,• • . 1111111T0LAirlt • . FOOTING PER PUN x\\(0 1 Kw� tExPIRES 8/25/ 9'3 . 't o 5aA • 3 /4 » =1' —O" 17 .Mw . , ., .. .. ... SWENSON SHY FNL.I rax :44J4b(U .,WI .) JV .v • • • -- -- • • C , C • • w • Fn,. le 1 S 3, SHEATNIYNG D I .i 51EEL STUD SHEARWALL . I PER 17/S41 EXIST. SLAB BASE CONN. • PER 18/54.1 • .I fir. o* 3 /i I W. BOLTS ,ill t i ' , ' 0 32'oc 448;69 ' ; ) AN 14 199 3/4 " =1'_0" 18 ,..„1_Id ___„... ----i.,,. SIR • e, _'aft! {44•u, . .. a.^r, r . r. rtV.'rNMp1.Yw.rtrY.tx. v 'G+w.n4r.— r.....uu......r.. r M<. un'+1iPrww ...- «r.w. ..w..www.awrnwr. �. ..... .w..bwrti.vMMC110.'Mitw Mrw!r.r•.... .._ .. .. ... _ .. • SWENSON SHY h H(it I tax :4UJ42f f U JdI I J J ,v I. .. j • i , I 1 i I I • I • • • • i . SC) g 3.( r , .. I DOWELS j3 x 1' -6" 01' -6" o.c. EMBED 4' IN EPDXY GROUT SAWCUT 2" MIN. DEPTH • EXIST. SLAB -, W1.4 x W1.4 6x6 W.W.M. CTR D. IN SLAB • • !. r7 ... V< \'/•</ / 5 � , •.• •-.. . t `; ,..: 1 1 4 � 4" SLAB —ON —GRADE `/ 111 - Y r di OVER 6 MIL VAPOR } A illtit. 2 BARRIER OVER 6. BACKFILL ANY CLEAN FREE—DRAINING. TRENCHES WITH fr)i . COMPACTED FILL. CLEAN FREE- 'EXPIRES psi f 7 1 DRAINING FILL 01 3 /4 " =1 -0" 20 . . . N ? , 1 ��` aa� S K • q ,.,/. • • • �'iM w (f.,_ 1 Yty; 4....., 4w: J• f5". `rNfMlauY.ww+••Mnnw••n..r.wwwv. • wwm«. wo +`R•w!S^.•MMiaNMe�.:.•n+.+rv... .. .�........ war•. t+ N++•••` •ww••.�r:aww� +r•wl•w•FIeMMib ru•�•w........ .. .. .... ♦ e DETACH TO DISPLAY CERTIFICATE'S I • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A '' :� .�� . i 1i . � %,i •.y.: r. `�• i %.:•a � CfIN .c.Ti , :•:CAniT7-? :7,G F'R$t -' f + " "'•L HEGISTAATIOMNUMBER: • ^ ttirgUT)ON DATE • l ta �' • ` �Y,� ;';LEPtSE 1 t :Qb�41f 9 • • ::,'�. ,;.r "s., : °' .' : • I i ";. • STATE OF WASHINGTON p. 1= • ..EA tRU f•CHER:•':LEW I S CCi 107:::SPR-ING: : :ST STE 540 SEATTLE "WA • 981 O 1 - 05E' ; ' F625 -052.000(3.92) 4 NNM %M r4iV/ ,,,,e N�✓�M!!V1� M!%VN % //V %!WWIM!N . _ . ___ _ _ _ .._ _ _ y NMSy+��: /M / /NNN MNy/✓filW�!•M ^ ;•';' /�N ^N%Ni %N%}7 t_ DETACH TO DISPLAY CERTIFICATE...' STATE OF WASHINGTON ) ss• COUNTY OF KING This is to certify that this is a true copy of the current Washington State contractor's license for LEASE CRUICHER . Signed and sealed this / > day of 199 6. Notary Public in and for th- S . to qf Washington, residing at • My cannission expires /— • S. n Rwy.. !'•r•r. .'»'*'!7d• •f,♦:.. -+++A .7 ». • M• ,..•.,. -.• • ` r ` } ' L ., GENERAL STRUCTURAL NU1ES '� ` . . , ., , a` ' <, `' ' r ,..' . t ., ,p! ? : 0. , - GEOTECINICAL : j:; :d, :.:. ANCIgRAGE -- - ^r. 29." 'D +FORMED STEEL.FPNI .NOTES - =HE FOLLOVI 'A Y ' iN j • I � T r. :. . ' '' -. >. :. .: .x ,:.wr .tt' :ri; m <... ,. TIE PLANS •''R+;S', ` :. . • •.;. - , <. .. -: ,. „' :.. ", :,., �., ,, ,:. , r a -.. ,J NG W PPL UNLESS O ER41SE SNDVN . : .. . (The follor inD applies unless shorn otherr.se on The pions) , , ILL:' .`' 'E•:' • (. E' . . IE : ALLOWABLE : :.. _ F ^ • - :( ' :• ON M S AL Ol BLE SOIL PRESSURE PN➢ •LATERAL EARTH PRESSURE ARE ., 20, EXPANSION BOLLS INTO CONCRERC: :SMALL BE KMIK BOLb "TL AND IHR ADEO: ES ANS]ON �' ° :_ ;,,.f A COL➢,.ORIIED.i STEEL .,fRAMING" MEMBERS. 'SHALL, BE �OF LULL SHAD � S • - :, "• �- �.,.- ' h l :, , , , <. S .._ _.- Y� , . • , a . .,: - G - , r . W , F, . SIZE, ;. - , o ' I hF t ..., pP[lB ';:i-•.".,-;*--, 13 FOUNDATION .. :;: ASSUMED AND THEREFORE OTHER RE VERIFIED ED A QUALIFIED SOILS ENGINEER.. IF . ., CORP ',INTO I.NCRET R C BEO IBS As B .O. RE IRE1 :.BY. : 4627 : 'ANA: SHIN, :.. 2E LANR. `SCELL ' ' `: r: o . -,; :' '. 1. ALL MATERIALS, WORKMANSHIP, DESIGN, CONSTRUCTION SHALL CDIfOtM TO THC ...' ... .r . _.:..,. H� ,....- i , .e,. N ]Dd, IONS.,ON TNC;.IRAVINO$„ RELATING -: i .,,. �,...YT •E SOILS ARE FOUND ID BL "OTMER G NAN ASSBMED,,IUTIfY THE STRUCTURAL ENGINEER ;; CORP OEFCT;:ACCORDAN[ S S Ag a- 1-'46 BY TOCMEMB Rib D : ZES,DRM _ , )• ",r� DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1999 EDITION). ,.., , I .,,, U pWJ E „YJC$,AIN � „ MISCELLANEOUS FRAMTNG,JTEMS, REFER TD _. , : - * ^ 4.,a;_Y " ' FOR POSSIBLE FOUNDATION REDESIGN. ' ` „ , ,]NC1UAIMi• ; SH Lt R 1 N;. EMBEIM1LNTa;.IRAVE - SUB ,R 1l f1D , BY. -.- .. .'r CATALOG+;NUMBERS;O HENBERS; MANNPACTUREDRBY SUBSTITUTED FM SYSTEMS.. ° • , ' • ..'.dw - 4 :r ': + ' 2.. DESIGN LOADING CRITERIA $ � LINE .. -1 >y• : .CONTRACTOR SNAL"L'- FOR LOAD C T `- J�' :SUBIIITIED: FQt REYTEV_YITH I .0 :B O' REPOR R EATING 'PRBWCTS BY'; OTHER MANU( EQUIVALE NAY'BE :SUBSi]TUTED� F� 'FRAMING " 4 .. 5.. c , ;. {,: , , R GREATER AAPACIIES°•HHESB :PROINUCTS ARE NT ..RATED FOR • • <'> SHORN LPROe DEB" , A DEROIVALENT.IN , r 'k ".;,, Y. d•7,.; ,,;,_ , ,.ROOF LIVE LOAD 25 PSF y r.. _ ,- ' 1 I 1` ,.... SHAPE, S]ZE, STIFFNESS, S AND ,;,, . , ,. -� t ,r F FINISHED GRADE, UNLESS OTHERWISE NOTED; FOOTINGS SHALL BE CENTERED `BELOW ,, - ` USE' IN MASONRY : :SPECIAL[ INSPCC'L ld1:•IS,REWiREO•FOR .ALT:- C %PANSION -a ' E. : '' ,STRENGTH. ALTERNATE AF AMING•SHAEC SUBJECT TO VI • ` '''' Ur ,�: . " ROOF LIVE LOAD (PUBLIC AC[_SSIB[E) 100 PS FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH :AT LEAST •18 BELOW ADJACENT EQUIVAENT E _ ,..-.. - -., ,yy . A . . R $C C.. REVIEW. BY ;THE ,,W, °'°1,: _� FLOOR LIVE LOAD (APICES) 50 PS( COLUMNS OR WALLS ABOVE. - DOLT,,AND INSERT I,NSTALLAHON. - _ ARCHITECT : STRUCiFRAHF ENGINEER PRIOR TO FABRICATION•-- ALL L,- , t'..,3:::: STAIR AND CORRIDOR LIVE LOAD 100 BACKFILL BEHIND ALL RETAINING PALLS WITH FREE DRAINING GRANULAR FILL AND 21 F - - co OL IFICAT CSTCEI : .FRAMING SHALL!. CONFORM TO THE A:1 IS: 1 ) ' 'Mk , , DRIVE PINS AND OTHER ,POWD ACT U ASTCNE RS SHA E VELOCITY ELCITY TYPE SPECIFICATION FOR DESIGN. OF, `COLD- FORMED STEEL STRUCTURAL N + I + ' 'r' : `" PARTITION LOADING 20 PSF BE ' R P !': ' PROVIDE FOR SUBSURFACE DRAINAGE. (SERIES 1500, O.I4'r'OIPNETER : UIESS ^OIMERNISE NOTED) AS MANUFACTURED BY MEMBERS.' M4RQUEES 60 PSF - : GUARDRAILS /BALCONY RAILS . . .. . .... .. .. .. 50 Ali ALLOYA P ,IN /RED HEAD OR AN .APPROV T IVREN7 IN - STRENGTH AND : EMBEDMENT. = '7,..3 MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER BLE SOIL PRESSURE. , . .. .. . , . , , . .. .: 2000 PST INSTALL IN. STRICT.ACEORDANC- WITH LC.11.13. REPORT NO' 1639. MINIMUM . B. MATERIAL - , x - LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 60 PCF/35 PCF EMBEDMENT IN, CONCRETE SHALL' NE V UNLESS NOTED MAINTAIN AT - ;^, " , pI EXPOSURE EAST HQUAK 80 MPH, 3, R. 6 =6 '' LEAST'. TO NEAREST CONCRETE EDGE'' METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, -" - ARi A � ' - CONFDRMINO AS FOLL04S ' 3. STRUCTURAL DRAWINGS SHALL BC USED IN CONJUNCTION WITH ARCHITECTURAL 22. EPDXY- GROUTED ITEMS SPECIFIED ON THE. DRAWINGS SHALL BE GROUTED WITH HS-200 F -� RENOVATION SOLID BOND EPDXY BY ANCHIR-IT FASTENING SYSTEMS, AOESIVES TECHNOLOGY ASTN - ANNE, GRADE B. (y `- 50 Ds: 12, 14, AND 16 GAUGE:. t - =y.= DRAWINGS FOR BIDDING ANT CONSTRUCTION. CONTRACTOR CONTRACTOR $HALL VERIFY DIMENSIONS CORPORATION, INSTALL IN ACCORDANCE WITH I, C.B.O. REPORT . NO "4398. - ASTM.A4 Y - 4E, GRADE: A. ! 33 ksl -' ' IB AND 20 GAUGE - ' AND CONDITIONS FOR CO O 14 PAIIBILIIY AND SHALL NOTIFY ARCHITECT ANY DISCREPANCIES PRIOR TO CONSTRUCTION. . lEXOL1ilO1: [ BET IR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. - ' F - , . I DEMOLITION. CONNECCING ANY OLITITION. SNORING SHALL BE INSTALLED TO SUPPORT EXISTING - 'WHERE NOTED, PAINTED STUDS SHALL CONFIRM iO N CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE 10 THE WORK SEQUENCES. - ' r I 4 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND k . CONDITIONS PRIOR TO COMMENCING ANY YOM(. ALL DIMENSIONS O EXISIIMi EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW ASiM A570, GRADE E Fy = 50 ksl ( (SIDING, IF NIT WHERE USED, SHALL NOT CUT C%ISIING REINFORCING THAT IS TO - CONSTRUCTION SHOWN EN THE DRAWINGS ARE INIENECD AS GUIDELINES OLD AND MUST BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE IR OVERLOAD THE - ALL B AND 10. GAGE MATERIAL SHALL CONFORM TO B: VERIFIED. EXISTING OTRUCILE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION T *: DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. - - ASH( ADD F 36 ksl ) "F 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL AL Y ` COMPONENTS UNTIL ALL FINAL CONNECTIINS RAVE BEEN COPLETED IN ACCERDAUC r,,..,..,,.. A. ALL NEV [PENNIES AW 1HROUGH CU TT E %ISTING WALLS, 'SLABS AND BCPNS SHALL BE C. WELDING OCOLD -FIRMED METAL fRAM]NG SHALL CONFORM TD AWS 01 3 : YI TH THE PLANS. a '+ s , ACCOMPLISHED BY B. CON SAW CUTTING WHEREVER POSSIBLE.. AND SHALL BE PERFORMED BY7 WCLDERS QUALIFIED TO PRODUCE THE SPECIFIED - AA �` SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF - - CLASSES OF VELD, AT 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE IETIUDS, MEMBERS PRIER TO CUTTING ANY $: ,, ry ,. ACC • d)•: TECHNIQUES, SEQUENCES ON PROCEDURES REWIRED 70 PERFORM HIS WORT(: ilE BE ' •d -, 'N C. SMALL RAND OPENINGS SHALL BE ACCONPL BY CORE DRILLING, D. WALL F 20 400 STUD WALLS SHOWN AND NOT OTHERWISE DOT 2 f . STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ALIU4L AND/OR u DIRECT RESPONSIBILITY FOR THE SPECIFIC DORKING CONDITIONS AI THE SIZE IF R NEW R. NSS - SHALL BL EDS AT T VIX0 S.C. SATOS @ AT LLTRIO 0..C. S. I TWOS STU S M IS MUD H0 X - YAM AND/OR FOR ANY HAZARDS RESULTING THE ACTIONS AN ACTIONS Y , TRADE NOT CONTRACTOR. BARS INTO THREADED D. BASIC NEW TERMINATES Al TS EXISTING ON I NON THREADED - P STUDS WALES WALLS. TWO SIDES AND SHALL I I,S THE STRUCTURAL ENGINEER HAS NO DITTY TY 1 10 INSPECT, SUPERVISE, MITE, CORRECT, T CHPH O R I Z INSERTS IN CIN U LE OTH SHALL AT THE ENO OF ALL .WALLS AND OV OF ALL INGSINNO. - - ' ' " ` ' $ A a,� .- : .OR REPORT ANY HEALTH DR SAFETY DEFICIENCIES OF Tit OWRR, CONTRACTORS, OR BE EDOVIDP 10 MACH HORIZONTAL REINFORCING, UNLESS OTHERWISE TR SE ' OTHERWISE WIS %H E00 HS :LOCKN OROMUTI STUD ORL TEELINCO L.M - � ' Ck OTHER ENTITIES OR PERSONS AT THE PROJECT SIZE. NOTED MI PLANS. ' . HALLIBE: NOTED.; SHRO.BLDCFIO THROUGH FLOORS TO SUPPORTS OULSUPPORT OR STEEL BELOA. PROVIDE POVII ' d ; h s R #t SHALL BE ' PROVIDED 7. CONTRACTOR-INITIATES CHANGES SHAH BE SUBMITTED IN WRITING 70 TIC ARCHITECT CONTINUOUS FURL WIDTH BLOCKING AT MID- HEIGHT O ALL STUD WALLS OVER . x CONCRETE : 8' IN HEIGHT, AN ENGINEER FOR APPROVAL N O FABRICATION OR CONSTRUCTION. •N CHANGES SH SHOWN N O SHOP N SHOP DRAWINGS ONLY WILL MIT T S PIISFY THIS REQUIREMENT. F "'^ �V ALL STUD WALLS SHALL IA S.C. LTAC BOTTOM TRACKS ATTACHED TO FRAMING .'��' _.,.T I 15 . CONCRETE SHALL BE MIXED, CO , CONVEYED AND PLACED 'ACCORDANCE r -. - ; - DIAME WITH RB SCREWS AT 16 OR RUNLESS TO CONCRETE OTHERWIS ' �= , , - :,: 8, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS � COSTRUCTION, WHERE WITH UDC SECTION N 1905 AND D ACI 301. 301. CONCRETE REIE SHALL ATTAIN A 28- 8-DAY :STRENGTH , DIAMETER DRIVE-PINS @ "' IV 16'. S.C. " UNLESS- INDICATED OTHERWISE. OTHER - ' :.- f CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO O F'c - 2500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF ' 4 DETAILS SHOWN, SIMILAR DETAILS O LRNSTRUCTIO! SHALL U I BC USCG, SUBJECT TO ' INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE WELDED EACH. OTHER `N"C" f n • ','" . REVIEW AND APPROVAL BA TDE ARCHITECT AND THE STRUCTURAL ENGINEER. CEMENT PER CUBIC YARD AND SHALL EC PREPORTIOED TO PRODUCE A SLUMP OF 5' OR : IN ACCORDANCE WITH THE DETAILS REFER TO THE PLANS N SHEAR WALL. - 1 ' LESS. SCHCDOLE. FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT �+ I • OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND . iy: . 9. ALL STRUCTURAL SYSTEMS WHICH ARE ID BE OPINED OF COMPONENTS TO BE FIELD THE MINIMUM AMOUNTS O CEMENT AND MAXIMUM AMOUNTS O WATER MAY BE .;.CHANGED ' , ERECTED SHALL BE SUPERVISED BY Hi SUPPLIER BRING MANUFACTURING, DELIVERY, .GYPSUM SHEATHING ON EXTERIOR SCREWED TD ALL'STUDS, LDP AND ; 'P .,,, + y!, y IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND BOTTOM TRACKS, ' AND BLOCKING WITH SCREWS ' - HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY + AT 12 O.C. - 1 ` ' THE SUPPLIER. . CONCRETE, THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR 10 PLACING ANY rt � ALL BEARING: STUDS' -SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK A %IS , ' ' . . AMOUNTS OF ., ' _ ' N - - CEMENT, FINE AND COARSE AGGREGATE, DATER ABS ADMIXTURES. AS WELL AS THE F � BUCKLING. BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER 1991 1•11l yl< P WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA . : STEEL A.B.C. ' TABLE 25- G. , ;. • ' 10. SHOP DRAWINGS FOR THE FOLLOWING !TENS STALL BE SUBMITTED TO THE ARCHITECT IN ACCORDANCE WITH U.B.C. 1905.3. REVIEW OF MIX SUBMITTALS BY THE ......45„,:-.';',`1,c.4g,_„ :. MD STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION O THESE ITEMS, - .3 cx GENERALLY ENGINEER OF RECORD INDICATES SNY THAT INFORMATION PRESENTED CONFORMS 24 STRUCTURAL DI ON O A. ,S.C. FABRICATION, AND ERECTION A SHALL BE ON BASED. THE - TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST I' FLANGES. I O SPONSI Y WITH CONTRACT DO OOCUNE COCONTRACTOR OR OR SUPPLIER FULL LATEST EDITIONS OF THE A LS C SPECIFICATIONS AND CODES: a '• 1' REINFORCING STEEL - S " / GLUES LAMINATED MEMBERS RESPONSIBILITY FM SPECIFIED PERFORMANCE: "' - • - - WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE P PLYWOOD VET JOISTS . 1 SP FOR STRUCTURAL STEEL BUILDHUS- ALLOWABLE. STRESS DESIGN UNSHEATHED FLANGES LATERALLY SUPPORTED IN ACCORDANCE WITH THE f ALL CONCRETE VIIH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED • DETAILS, 1 3 g : WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTN C260, 0494,: and C6I8 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED: BY. t4 E ]1. SHOP DRAWING REVIEW DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE TOTAL AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE. WITH THE DELETION 'OF IF( FOLLOWING SENTENCE IN PARAGRAPH" 4.2.1: 'THIS - - . t _x,.. P s " TABLE 19 -A -1 OF THE UNIFORM BUILDING CODE. :'APPROVAL CONSTITUTES THE BONER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR 30., DEFORMED BAR ANCHORS SHALL BE TYPE DAL ANCHORS BY NELSON STUD WELDING kk I F ENGINEER OF RECORD, - THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. O - - V • ' - CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER O THE DESIGN :ADEQUACY 'OF ANY DETAIL-,-CONFIGURATION CONNECTIONS. DIVISION; TRW ASSEMBLIES AND FASTENERS GROUP OR EQUIVALENT, ANCHORS SHALL ." . N ,t, '; THE S : RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, DEVELOPED BY :FABRICATOR AS PART O HIS PREPARATION O THESE SHOP: BE MADE FROM COLD ROLLED; . DEFORMED STEEL CONFORMING TO ASTN A -496, - A K ° •5'r F y 16 DRAWINGS ' _ ' METHODS TECHNIQUES, SEQUENCES AND AERATIONS O CONSTRUCTION, AND ALL T . REINFORCING STEEL SHALL CONFORM TO SSTN A615 (INCLUDING LAP SON NOT SU, F s , ' : - SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL �� s• � � ' , h } h A0, fS - L 000 PSI. EXCEPTIONS: 007 BARS SPECIFICALLY SO CONED ON 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ROTH A325. IR A490 BATS INCLUDE 'A REPRODUCIBLE AND ONE LAY; REPRODUCIBLE WILL BE MARKED AND THE DRAWINGS SHALAL BE 40. fy a GRADE WD L GRADE 40, fy = 40,000 PST. GRADE 80: REINFORCING BARS - I ' ■. RETURNED. - INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTN A706, REINFORCING - F CO/PLYING PITH ASTN A615(S1) DAY BE. WELDED ONLY IF MATERIAL :. .PROPERTY 25 STRUCTURAL STEEL, INCLUDING PLATES` AND ROLLED SHAPES; SHALL CONFIRM TO ASTX MPL , ) I ' , SHE' DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN .A.W.S. A36, Fy 36' KS1. 'STEEL PIPE SHALL CA!EORM,TO ASTN A -53, TYPE E OR 5, - - r ''s / y ;`4 . � 4 ( , ' THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE D1.4 ARE SUBMITTED.. WELDED WIRE FABRIC SHALL CONFORM TO - ASTN A-185. GRADE B, F 35. KSL' STRUCTURAL TUBING SHALL CONFORM TO AS A500, GRADE E+ A , f' TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS TIE DESIGN CONCEPT, BY Y 1; . Sk ,. f' INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED ABA INSTALLED AND BY SPIRAL REINFORCEFLNT SHALL BE PLAIN WIRE COEAlI1NG TO ASTN A615, GRADE 60, B, Fy '. 46 KSl .ANCHOR BOLTS AND CONNECTION ROTS. SHALL CONFORM TO ASTN - _NOIE- t y Il, ✓k :s {. DETAILING' THE .INTENDED FABRICATION AND INSTALLATION METHODS. IF _ fy = 60,000 PSI. A307: PEC'yIONB \ TESTiND I T t DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SKIP DRAWING SUBMITTALS. AND APPROVED N :s THE CONTRACT DOCUMENTS' ARC DISCOVERED EITHER PRIER TO OR AFTER SHOP DRAWING - 26 ALL A 325 CONNECTION:: BELTS SHALL BE :' PPROVED SELF LOAD INDICATING TYPES - SPEC QT7IRED fly 'lad ADMBY IPI15TE1LED AS DESCRTB A) P S.... SUBMITTALS: ARC PROCESSED BY THE ENGINEER, 7XE DESIGN DRAWINGS AND 17. REINFORCING STEEL SHALL BE DETAILED (INCLUDING NOOKS AND BENDS) IN (SUCH AS BETHLEHEM. LOAD INDICATOR BOLTS, LeJEU•E TENSION CONTROL BOLTS, - U.B.C. SECTION �/ }' IFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. I SPEC ACCORDANCE WITH DI AND 318 -89. LAP 1RL CONTINUOUS R B ARS AT i 15 ETC.) AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S IN i t V_ `' SHOP DRAWINGS O DESIGN "BUILD COHPOMMS INCLUDING STAIRS AND EXTERIOR AND SMALLER 40 BAR DIAMETERS OR 2' -0' MINIMU PROVIDE M. PROVI OE E C CORNER NER BARS. AT ALL PUBLISHED RECOMMENDATIONS - , CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE DIAMETERS OR 2 O LAP S BARS AN SHALL AL BE R MADE S IN ", + x?: O WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER .PRIOR TO ACCORDANCE WI ACI 31B-89,. CLASS B. LAP ADJACENT'MAIS OF WELDED WIRE sI CURSORY REVIEW BY THE ENGINEER O RECORD ,OR LOADS IMPOSED ON THE BASIC . FABRIC A MINIMUM OF 8' AT SIDES AND ENDS : , ". 27. ALL WELDING SHALL BE . IN CONFORMANCE WITH A.1 S.C. AND PALS. STANDARDS AND r b STRUCTURE. THE COMPONENT: DESIGNER IS RESPONSIBLE FOR COO CONFORMANCE PAD SHALL'.'-BE PERFORMED BY. W: A, B. O. - CERTIFIED WELDERS .USING E70 XX ELECTRODES. ALL NECESSARY CON NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS ONLY ' PREQUALIFIED WELDS (AS DEFINED BY A.V.S..SHALL BE USED. WELDING OF ; . c'N , STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION ,a., SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. GRADE 60 REINFORCING BARS (IOF GRADE BARS (IF SHALL BE P USING LOW ,, 1 r' LL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL MADE ', LS Cr C ` AVAILABLE UPON REQESi, HYDROGEN ELECTRODES. WELDING WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) ) : I , SHALL. BE PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4' O COLD BENDS - F> 17, CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: IN REINFORCING STEEL IS NOT PERMITTED, SEE REINFORCING NOSE FUR MATERIAL REQUIREMENTS OF. WELDED BARS. COPY r 12: INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE SUPERVISED IN - - - FILE A. ACCORDANCE WITH SECTION 1701 OF THE UNIFORM BUILDING CODE AND THE PROJECT TO EARTH FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED r - R / TA E-. "S SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. . ..... 2' 28. METAL FLOOR NGKISTRUCTURIUE SIZE, TYPE GAUGE, AND ATTACHMENT TO atna��„aei,,,cnecxauv :��a a ER IS THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FERN N FORMED SUMS EXPOSED ID EARTH . WEATHER . BARS LARGER) 2' - THE SUPPORTI STRUCTURE AS SHOWN PLANS. R. DIAPHRAGM MUST RE N „PO „a,an aams a„�aarw,o„ IS ED WITH COPIES OF ALL o o a:v I : dT I (01 BA OR S5 BARS OR SMALLER) .. .. .. ... 1-1/2' - CONNECTED ACCORDING TO PUBLISHED ' C.B.S. CRITERIA�CDR DIAPHRRAGM SHEARS INSPECTION AND iESLRESULTS. B if,„ SLABS AND WALLS (INi. FACE) .:.GREATER OF BAR DIAMETER PLUS 1/8' OR 3/4' SHOWN: PROVIDE SHORING. INHERE REQUIRED ED: PER MANUFACTURER'S PUBLISHED ' • '' ,m - H iaaaaa �. tlr I • • - CONCRETE CONSTRUCTION." CRITERIA, ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK -a P0,on �ansa e - jr MASONRY CONSTRUCTION 18. CONCRETE WALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE INSTITUTE. uors =onva �e O ?M ''/,'.';';''.. S, STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING a ov M 6' WALLS 04 @ 17 HORIZ, 14 P 18 VERTICAL 1 CURTAIN - i�/ if >F, 8 AND .HIGH-STRENGTH 'FIELD BOLTING) . q ua:e' WALLS p5 P IB HORIZ4 @ 18 VERTICAL ] CURTAIN METAL DECK INSTALLATION (INCLUDING FIELD MELDING) - - � � �OU 0 � IO' WALLS 14 @ IB HORIZ. 13 @ IB VERTICAL 2 CURTAINS L EXPANSION BOLTS AND THREADED EXPANSION INSERTS ,,, NO y y EPDXY GROUTED INSTALLATIONS - CITI0 o F: 19. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND. SHALL P7 • BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED - O C E A i A. p RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON - • _ WHICH IT IS PLACED (2500 PSI MINIMUM). n510N" f ) `„ b " n i , x « y cm nu ` nA9 . . , pt - NN3m n - t t a m : S y ll d ewn . _ 9w H4 - . t -.. .. y. C 7 ry+ ,,.. k, NAB �; J e < ur,� . . . :.. � $ :L � ✓, i. � •, .. 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