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Permit B94-0436 - DOUBLETREE INN - FLOOR
City of Tukwilt& (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0436 Type: B -BUILD Category: ACOM Address: 205 STRANDER BL Location: Parcel #: 537920 -0241 Zoning: CP Type Const: V, 1 -HR Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: BAUGHC *376N0 Status: ISSUED Issued: 01/11/1995 Expires: 07/10/1995 Suite: Type of Occupancy: HOTEL /MOTEL Slopes: N Sewer: TUKWILA TENANT DOUBLETREE INN 205 STRANDER BLVD., TUKWILA WA 98188 OWNER DOUBLETREE INN 205 STRANDER BLVD., TUKWILA WA 98188 CONTACT JEFF PORTER 205 STRANDER BL, SEATTLE, WA 98188 CONTRACTOR BAUGH CONSTRUCTION CO. 900 POPLAR PLACE S, SEATTLE, WA 98114 Phone: 206 575 -8220 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REPAIR FLOORING & FLOOR JOIST IN EXISTING LAUNDRY FACILITY /KITCHEN. Units: 001 Buildings: 001 Fire Protection: N/A UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 Right: . 0 . 0 Valuation: 58,000.00 Total Permit Fee: 747.83 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * *k ** -1)1-5 -1 Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this buildiI• permit. Signature: Print Name: ��FL 40_,K1-&-._ Title Iay G t r gLfi 11�•Jlr 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. Date : All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWII r4 Department of C , Imunity Development — Permit Centt( 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER F911-641% PROJECT NAME Tbu.b F L ►� SITE ADDRESS SUITE NO. 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. DEPARTMENT. TE. :: PROVE EQUIREMENT BUILDING - initial review la-a3.ci`i` CONSULTANT: Date Sent - vOMMEN'1 Date Approved (ROUTED) FIRE O PLANNING O PUBLIC WORKS (9/ ;24 /9)1 INIT: "7'44 FIRE PROTECTION: ( ) Sprinklers (J Detectors (J N/A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: BAR/LAND USE CONDITIONS? Yes INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s- E- UTILITY PERMITS REQUIRED? INIT: PUBLIC WORKS LETTER DATED: O OTHER INIT: BUILDING - final review BUILDING OFFICIAL 1-10-9t INIT: -(1 -`i INIT: ')1 ' TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes No UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: 75 CONTACTED "E �--�.� �• �'�apW • 1• DATE NOTIFIED i `- BY: ..� (init.) ' / lb 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) i 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 BUILDING PERMIT FEE PLAN CHECK r. PLAN CHECK FEE NUMBER t t�, l)f- (jj BUILDING SURCHARGE• B PERMIT APPLICATION AMOUNT .RCPT :# OTHER: TOTAL-: DATE. SITE ADDRESS: 0,o . •0E=1z 1St v/J, SUITE # i Iditi. a i A, c /8t Rr3 VALUE OF CONSTRUCTION - • ., _ _; ,.v.; i?!j/ s %ii _: -- rid to PROJECT NAME/TENANT 1:10c)t31Cr-D -7-7 • • • ` . KV \—' kc: PA`s ASSESSOR ACCOUNT # / (� / ( -20r �( 1 [ ✓ n167(-20— (commercial) Demolition (building) © Other _ PA. 14. 7-0 r= >e,� S7:`"Vr TYPE OF • New Building ■ Addition Li Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) (- no 40RY f&,4I) 1,a/t 6,-1 ~t#c. ;'l,' r '(c;--.c., a 1_21,--2,12. Tei-�t /407-5- i 5/A-1 rc,/16: /,r A2r69 NATURE OF BUSINESS: L. z) D(5; t.lLi- WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: _ Tenant Space: Area of Construction:. op 00 WILL THERE BE STORAGE OR USE OF LAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE : UILDING? Q No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER :Y7iT 'a =i,lT A 1VViZ4e f. 27-Y 1' ;,)- t3 Y'.: T'; I- _ y,i14' ri.IC , IPF-IONE ( c)6 PHONE_ b('r EXP. DATE -- -C7-;-- r 2© Z IP '7 8 /673 - F3LK)O e119-01:3S- ADDRESS .h 5 r r�1�IJ r1/4'._ j31 v,L, j L) kr.11'1A levri, CONTRACTOR ISAVC,14 r,.2:2 2c -:; i`nnl ( ,vir'H14 e ADDRESS xr I oP(A1e; t'_)/-Ices" e; -' =,e r �1.�. WA. ST. CONTRACTOR'S LICENSE # ► PHONE a - f9 — /0100 5 /4L." S i-c,'t t �' 'ii - t /,'J.I 7, IW ACIYNi L) Sc rt, 43/A ak.sf-ki. - ADDRESS / � � 01 F1` f'T!-1 /# V.-7. 5 U ; 7'G- ;�a ()( S.�1TTlc" w A , ZIP 98101 - E.) O I HEREBY CERTIFY THAT .1. HAVE READ AND EXAMINED THIS APPLICATION AND KNOW:THE :SAME T( BE TRUE. AND CORRECT, AND` 'I AM' AUTHORIZED TO;APPLYFORTHIS PERMIT BUILDING OWNER OR AUTHORIZED AGENT ADDRESS el 6 CITY/LIP cI 18e CONTACT PERSON PHONE �1L F1^ Poi rc►`) Di R,= c;; -0,z or- a 0F� 75 -Rot a 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 Departmenhg�tgmunity Development Building Division at 431 -3670. SIGNATURE DATE lot /c4A %91-/ PRINT NAME / - Po g, � PHONE - a�/ `ti 7y 6 DATE APPLICATION ACCEPTED DEC 231994 T CENTER DATE APPLICATION EXPIRES COMMERCIAL SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS/ADDITIONS .. . . • Completed building permit application (one for each structure) I 11111•••••■ •:COMMERCIALI.TENANT IMPROVEMENTS ••••••••••• :::::::::::::::::::::::::: : : Completed building perritit:r4pplicaticie(eeef9rip,c,;cf). • " ••••":" ' .„..::: „ Assessor Account Number Two sots (2) of the following Specifications . Structural calculations stamped by e Washington StateiiCensed engineer S• oils report stamped by a Washington State licensed engineer 171— Topographical survey ,•, . rE• nergy calculations stamped by a Washington State licensed • : engineer or architect • [—.1 Legal description : • . : • . . • :. . • • • . • : •• • Working drawings, stamped by a•Washington State hconsed architect, which include: : . • . . • Site plan .. • Architectural drawings '::•' • • Structural drawinge., • Mechanical drawings • .• Elevations : • .. . • Civil drawings:: • Landscape plee:', Completed utility permit application for enure Six (6) sots of civil drawings NOTE :-See utility permit application end :checklist for...spear u ity submittal requirements: • • : . " • : • —•• • • Two (2) sots of construction plans, which ;ncludo Site plan : : ::: • • Loeatlon of tenant space Landscapo plan (11 ab a a.: of use) Tenant iocation El Floor plan of proposed tenant • :.•.. : • : • •• • • • space • patlerns • Tenant space pian with USO 01 each room labeiied . N existing wa ••• t 0: elOiirhO)is • i•R;%C1( ••••::••••.. ' . ' : , , ' • • ' 90r9019te0:1?bilciing.perthit appiication Assessor .:AccOunt Number •-•••••••••:::::::::::i..;•••••••••••••••:.:::::.:•:'••;•'H • ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: „„ • . • • Two.(21.sets:cif:plaris*,. which includo •-• '••Entiro space where racks will be Iocated „... • ...Exit doors•••:::••-••••:-.: • Dimensions of all iIes : : • • •Tenant space floor plan stl.n•ing rack torage laybut, aisles exits : • . NOTE:. Include dimensions of racks (height, •wid(h and length),:aisles:•• and exit ways on plan. • • • • • • •••:-.'•. • • •••••••.. Structural calculations:stamped by a Washington State licensed *engineer (rack storage 8 and ovor). ' : • RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADDMONS....-:... • Completed building permit application' (one for each Stn.refur!). Legal description „:. : :::.::: .:: • „ .• :•: , Aseseor Account Number Cross sections showing wail construction and method of for or floor'. and ceiiing :•StrUctUral.'calcult.tione."*.SteMped.by:::e.Weshington:State llcensed requir:odirstructural,Work:•is••toThe:•:done:(2.isets) .i:::::::',•':•• NOTE 1! any ut,I,tv work Is 10 be done submit ••••••••••••.., application and plans . . . . . . ”. •" • R E ROO F 1 Compieted buiiding permit appiicatiori (ono for each structure) . . . . required fir'nI snspoct!on and sign off of the m :::::::::::::::::: • .• • RESIDENTIAL REMODELS Completed building *Perrriit'appliCatiok(one.lor:•each:.'structure Site plan • .• Foundation plari Roof pian Building etovations (all views) Structural framing pians . 'any uf,Iity work Is to be dono provldo utlllty permit • • NOTE 11 • ............................... Jw` : 1i r: 4irAk* A• k** k *•hhA***•k *h•.4k•k•k4 *hk *.•Akhh h•k * * * ** *ir *k *i<•h*3h•A ** *k•kk kk CITY OF TUKWILA, WA TRANSMIT h*'A *Aic *.• * *kkA kk.*•.*, k*** kA h• k3d c: k.•A* Ah klr*•* *A3•.:h•.4*****3••kk * **3k3*A*A TRANSMIT Number:-94001668 Amount: 747.83 L2/27/94 09:47 Permit No: B94-0436 Type: B-BUILD BUILDING PERMIT Parcel No: 537920• -0241. Site Address: 205 33TRANDER BL Payment Method: CHECK Notation: OOUBLETREE ]:ni �u �c�4B kirk, lie• k• k• A*• k• k3k A•.*• h3A* �kk**•A *4 *44**** * *AA *Ak *•k *4*** * *A* ***•A 3 *:1 k Account Code 000 /322100 000/345.830 000/386.904 Description BUILDING •- NONRES PLAN CHECK - NONRES ST(4EE BUILDING SURCHARGE Total (This Payment): Total Fees: Total All Payments: Balance: 747.113 747.83 .00 Paid 450.50 2'92.83 4.30 747.83 GENERA 451.50 GENERA ^;2.83 GENERA 4.50 UTILIT 0.12 TOTAL 747.95 CASH \ 747.95 CHA ` 0.00 4 000 15 :43 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6) 431-3670 Project: ihkei_s_T-0,s...e._ R Type of Inspect° Address EL_Date Called: 1 0 - 9'5 Special Instructions: Date Wanted: 1 D- -2:r- q pip: Requester: Phone No,: • ‘2.-354 roved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1p $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. • : I 11111111111111.. 1'7 INSPECTION RECORD 'Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981,86 (206) 431-3670 "r0 OCt: Dcw19 Le. ...Lk ype 0 d spe 7 t I t 1 , iljDaIe Addrregb- 4(.6uieNd IV P i VI" Called: cl _ 2. p _ Special Instructions: Date Wanted: 0 2, 1 am. p Requester: VI Phone No,: [V Approved periPPlicable codes. El Corrections required prior to approval. COMMENTS: FInspector: Date: CD $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Sulte 100. Call to schedule reinspection. JecePt No,: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 'roe : ouaLE.__Tite.,1v Nib ypeo ns• :« .n 6p. 61014 to DD t_t G 1 • ..ress 0 , 9nZAN) P te .:,: 9_ IG-q.5 eA u fit.. S VvA I ,C i ( oG Q%.=-a_t v,A4- \- .0..._._,A it- e-T. 7_ Special Instruct ons: Date anted: _ 1 g , ciS m Requester: n A "'.— Phone ..:g4s_1g59 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: N () to DD t_t G 1 x TiAiL - S LA C/4--- 111 G" �---- NJIF � (.,-c.. eA u fit.. S VvA I ,C i ( oG Q%.=-a_t v,A4- \- .0..._._,A it- e-T. 7_ ( a SNsA LL -- .Z-) Inspector: C Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ,••• -. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 538188 0 LI 3c E (206) 431 -3670 r0 Out )c- *cc-- ns•:« .f• ri1( ypeo 1P\ '1 re s • 3-tr 1 ' '1 i�, : •: :. 8 i Sp : « • Instructions: Date Wanted: q A I E Oi'1 lot Requester: c1; C_._ !er-rL. ,r4 Approved per applicable codes. ❑ Corrections required prior to approval. re, fr itf/� � .rllr ❑ 4( 1.00 REINSPECTION FE REQUI "ED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. IRecept No.: Date: 1 . • -- .4/ ■-. C) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • ro ect: I" 6 Is. ...rese INN ype o ns • , .. • \61 slit Address:zo 5 si.v4,,,vci)sk b_Daie Called: q _ ) Special Instructions: Date Wanted: ci E9.5 am,) Requester: m ‘%<.E 1,5 Rp..1 Phone No.: chg Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • Oak ..._ 44ct4,_ '& slit - b,c c It F. --, - r... Dale: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :p: r7, IC) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 v PEAMfi N0. (206) 431 -3670 Project: , ,.)u `,'?) .J 6 , r Type of Inspect n :r 1c I j Irl ` Addre 3fray, 81 Date Called /� q i Cr�V Special instructions: Ad AdtAt_...- CJ , 1) Date Want Requester: :162_ ,/,fie r r Phone No.: ciLkS' I Sse 3 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: Date: 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • ro : ., NI A gr, a I of i a ype o • le i y .s-r 0...Z.--PA■11-3 Onl Gli"V '1) E.'- rt".. \ • .1-e) .5 * 5 A P e ikki■Aeo ev-A,_ (6-14 5 x . . gess: iYarire04 . min Special Instructions: Date Wanted: • —Z3 g .tr rt. pin. _ Requeseo, .......... ,o' L.....2zzzhonerib. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: .s-r 0...Z.--PA■11-3 Onl Gli"V '1) E.'- rt".. \ • .1-e) .5 * 5 A P e ikki■Aeo ev-A,_ (6-14 5 x \4 A LA.. (...F.A.,,,, AA : a A Cra..... t.0 E 17-04 y.. -rt.\ 4 . ,.. IInspector: Date: D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'ro :�. I/i V J. Type of Inspection: 1. A.4A .► i ��v, ' 'II . /,V1 ,� ' Special Instructions: Date Wanted: g lI 1 tri p m. Requester `,, ,, - r V� `�.. Phone No.: P 471 4., /, pr,, l r Approved per applicable cones. u corrections requires pnor to approval. COMMENTS: .. /'t' - lam 'II . /,V1 ,� ' � /. /_. 471 4., /, t! L le-01 v 4.L11 r rt9te. `GGQ •/ Inspector: ❑ $30.00 REINSPECTION FEEREQUIRED. Prior toreinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: Dow() le i-r.et Type of InsPectwrrra al I n9 Address: 016 5 5fro Date Called: J Special Instructions: grze".•77 ki, I Date Wanted: 8 /(2 ,c/5 Requester: 44 1 to prt. phone No.: CIL 4 - / 25 5 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 71— Ani.g.-01/ h7 fri"-~ 111 AftWAIM"II- 1.461 IfiliMIZIMI 0 $30.00 REINSPECT10N FEIEQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 UST j t',v PERMIT N0. (206) 431 -3670 ro ect: , 4 , / (i j , ype o nspect .n: • ---- Address . ( r, fate Called: 5_ Special Instructions: Dale Wanted: ,17 --- -1f-'') ; - m Ism. Requester; r Phone No w Approved per applicable codes. ❑ Corrections required prior to approval. Inspect Date: 30---9S%-. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Dal: x'Y. r i Mthair�i acnit4 is,Ytdm_Jrtk., d,w .... INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 59 4-/ o y,�6 PERMIT N0. (206) 431 -3670 Project: Type of Inspection: — Special Instruction" a.--� 'L Date Wanted: Requester: Phone No,: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: IInspector: Date: z ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. lReceipt No.: Date: ....v'.. �__�ti..�_ are....r:n�'rxS�S.X, Iu.A+�wi.cw..11.•.t�_.., INSPECTIONIO. 0 INSPECTION RECORD" Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206) 431 -3670 'ro e . ype a nspection; 7 Address: Date Called; Date Wanted: �r� Special Instructions: Requester: Plane No,: <Approved per applicable codes. COMMENTS: (,Ai, �7 �„ f vi- • ).-7_.) ❑ Corrections required prior to approval. Inspector: Dale: ❑ $30.11 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j'Ftece'Pt No.: Date: • aa- vohtt14-'.1, tiverr+4't i sti.w . 10.244ard.ktlik liir'1"tu�}4'itFi�L dilt a4i: i i City of Tukwila Fire Department Project Name John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM IOLA-L2/c / ti Address Q .S (,17 44,_,/,‘. city 724./ Thomas P. Keefe, Fire Chief Permit No. 729V—°44A Retain current inspection, schedule Needs shift inspection Suite # k- Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188. Phone: (206) 575.41,404- • Fax (206) 5754439 CITY OF TUKWILA Address: 205 STRANDER BL Permit No: B94-0436 Suite: Tenant: DOUBLETREE INN Status: ISSUED Type: B-BUILD Applied: 12/23/1994 Parcel #: 537920-0241 Issued: 01/11/1995 4 *4 **k**4*******14*************k**.kkAk*k***kk**********k***kkk*kk****4*kk'4 kk Permit Conditions: 1. No changes will be mecl.-;t0hP'Plaft..ynless approved by the Architect or Enginqer4ke;04—ruk‘.iila'864114"giDivision. 2. All permits, Inspection records,, and approki&d.ptOs shall be available at th6015 sttq)15i-tPe., toAile start ef-any These 04,16entafe'-tol6p_mair40plo and avafl- able unti1tin'61 in'iplection approval is granted 3. All constr.04tiorltbAe Ao9q..An'bbnfOrmanoe W4tOpprotie, plans an0eqq103,Wts pf1/4the441,iform Buirtflpg C�de 1991 Edition Unituvrn and WOOngton State EnerlACpcie (1194 Edition) ,, 01,rtepla,;4 cement&? materials notp,v1,Jficallyrdetailed on',WPro.e'd ayA awinghill: be of boaxisting. All replao4Ment of WI materials whiO4S- required as a result thiS"kWork, Shall maintiin,one]tmur fire resistive cOhs't17,0ct- y ionYarid there,cluired,Ilame spread ipdpx'''required by UBC of any Of'ktheproOsionslof the Juilldinq code or of any t othirordin'ance ot`theP,Irlsdiction: presUMiyig o , Tab0; 42-A & 42-B„ , ,% 4. Validity The'\i”OrIC'e "O.f. 40ermi or approv f spediftedtions, Ar4;o6putati'oriS shall not be "con- strued to be a permit :for, or an apitaval bi, any violation : give'Hamthartty:Xo violate or cancel the 06VtOons of this codejsbaIlb1,6 valid. \n° • • • ' ,. ' i , ..° ..... /".' ,:/, c/ ,,,•:;;;,,I,':;,'S4.' ,61. he i /.‘. )/' \ i ,,, ,.:- -,/, '-'•■;,./,.4,„..;,, 4 ,...i.1: ; t / ,1 .,,,,, 1 , ?:.% ,•, ' ' ;" , .0... Ui. Ul, iI.) 14:1U r!t GUU GUG 1GU1 c 7.11.1ll.13. 1i\ , 14`.-0' Clt`� O:-I-R°1 tlKVJItJ� werEa U5 /ack, wAsj m•2.S 4 JAM. T i DS . le c9 / ,4 L w r/5-A-1 X 12 5', ALL. si'"d ./1.1;;/ . A -3 6 h I4lUU4 4'3 '> E,1" PY • W IA. 00 4004 I. I31 p -wti;4-e -- 160L'Ac -1 P)... - " PLA N � +�-`� •G f?i % i 1.5 001•01 110.91 .0011 ( 1.,11 • 0410 we kAtvri _.1 I 010 oaD to x 5' F� G 645 4307 Soo- '&4/ s �� MIt w,y o ,q M S 4 At J 7'- t/ .�-C Ai C a�/ c . so ppotzr` !3. '/AAA w7T /1, , i Itii G .p/k/A c r/ or/ F.,444-11 ' / D. . �/k "P\_../ "x 12 • =N /...'-'r- �Jte ( 41.k 1,44.w. h'rr eta) • �•10s ,AG.L1?tY`'Pc0 'j�p4 -► "tt t2? DlN DEr ,/ :. t IL4r/: r4. 2/ / /q /6 • cfr 6}{s �[ Et�1YL�i,DO� c • I • {41TI4= EXPIRES 10.i23I1c 1 ___- -- ¢xtt -T P� ail C.G. Mr te tlz tP • F *1 vilon� °l r /.1 3 2 - • • • • T07.T T.BT. tno7. YVA F 1 i l • iv? Qfi$ I i 1 6Adr 2JJ/5 - tee-_ t.1.: I) /10 14 :10 BR 1•t1.1 ..I,IU •i. 1,41.11 . 11.J1.33, iIN1,. Manufacturers o4 •,✓rttion.Control Products 50 Rabro Ori le 709 N. Vailey St. Suite K ppougge, NY 11780 Anaheim, CA 92001 516/348•0292 .7141535 -2727 )r 5161348.0279 FAX 7141535.5730 -C'S- Cap Screw with Standard Washer t, te BRIDGE- BEARING QUALITY NEOPRENE 10003� iALI.OiRECT( M.;: APTIVE ' ;. fi� oitlimiyec illA yy�s1�tit ltV 1il 1l rtj � •v..:: { E-4 'r , 1.. ind :OVERSEAS APPJ:1CAUON �; '•�' Vs: ,. r'.... r.N • �• i1. • • ''.DAYIJ *11FGta •fOSI:al DUCTILE IRON HOUSING "J" ma. holes for -K- Anchor Snits (2 req'd) f Alternate- ' -L" dia. holes for / "M" Anchor Bolts A E'Y + 1 * 1/17/7/./1)„ TENSION � w COMPRESSiON SHEAR OSHPD Rated Load Curves (Ids) .� NL)1 ��►,✓� All Hardware Plated TYPE BR DIMENSIONS (Inches) Type: ; "A'.'. ' i ; s;,; ,:.:1'rC': : ;4...0. ':•,•'. E':r :it :F.. -; ,0..t:'f='. H; • „..d ' L. ^;::. L. '; : M .. .. CS .','.. -. BRA 21/2 4 V4 18/8 13 ;0 3 ;4 3 1 :1,'16 1;2 3/8 3/5 1/4 5/16 xi 898 31/4 5314 21/4 17/8 1'8 3 2 2/18 5/p 1'2 '1 /2 3,'8 7/10 x 1 ■BRC 51/4 9 35/8 3 1112 61/2 41;•., 114 ?/g 3/4 3/4 5/8 5i5 x 11'2 BRD 6 101,2 43/8 35/6 t =rF tlt.'2 41/2 .4 7'8 3/4 0/4 518 510 x 11/2 TYPE BR FlAY1N OS 3750 BR 2200 BRA 563 880 1550 1800 3150 ' 7y,o ' '' •••-' " ' • Size •';• `,';•;� �•y ''' ;y ((Color "A.: r' t)i/r.q•-.=. „ ..,Mantel ; ;'motor' • COMPRESSION Rated Rated 'Caappacity.'•, Deli :(lbs); ,' (In)' " TENSION . Rated • Rated Capacity • 10e(1' (Ibs)'. (In) '- 'ShsIEAR'h ' ' 'Rated 'Rated Cappacity :Daft' ..(IbS)','. COY.... ' ' ' "t Maximum ' Horizontal; �,.. Stella :. %I, G.Rating`, A.Green 40 8`., 0.2 85 0.18 20 0.13 10.4 A•ReC 50 125 0.2 125 018 30 0.13 7.0 A.Whito 60 205 0.2 20b 0.18 50 0.13 4,3 A•Yellow 70 290 0.2 290 0.18 70 0.13 3.0 B•Red 50 450 1:.2 500 0.18 1()0 0,15 3.4 B -When 60 NO 0.2 706 0.18 170 0.15 2.1 BR- B•Yellow_„70 1040 0.2 1C10 ('.16 240 0.15 1.5 ,' C•ROcl 50 693 0.3 750 0.25 360 0.50 2,8 • ''� ...'C,WhIlo 60 1100 0.3 1150 0,25 500 0.50 1.6 C.YelloW 70 1540 0.3 1010 0,25 700 0.50 1.2 - D•Wriiio 60 2390 3. 2.50 3.25 750 0,50 1.3 D.Yellcw 70 3153 3.3 3430 0.25 1050 0,50 1.0 All Rated Capacities are based or proper neoCirnne loadings wiihout metal to rnetal contact. Seismic. Max. G Ratings are based on meta( failure under static Seismic loadings as defined in the building codes. •Horizontal G ('ratings are for quick releronce only- Use OSHPD Rated Load Curves. Specification Captive Neoprene elements shall be arrencod in opposition within a steel of ductile ir(vr housing Io provloe Positive mechanical restraint in au directions Neoprene owmen ;s Shall prevent metal to metal contact during ncrmat operation. Bonded asSembties without mechanical interlocks ate not a,~.c. plablo. Neoprene elements shall tie of bridge bearing quality as tabulated. AO mounting:, shall have minimum 1.0 horizontal G ratings And anchorage preaA rovAI "R" numbers from the Mice of Statewide Health Planning and Development (OSHPD) in 014 ,late 01 California, attesting to the maximum horizontal and venicat load ratings. Alt mountings shall have bolts for rigid attachment 10 lab equipment and adequate base bolting provision, Mountings used out of doors Shall be hor•dlpptad galvanized with Plated hardware. Mountings shall have a minimum static deflection of 0.2 ". In seismic Jonas, submit'Ials Shall Include calculations showing that the Intersection of the horizontal and vertical seismic loads Iall below the USHPO approved curves. Anchorages must be designed to meet the aaplicabie building codes. All calculations must be sii�nK1 by a prolosslonal engineer. Mountings shaft be typo BR as manufactured 3320: HORIZONTAL '(X,Y) Coordinate where XwY, derivefd from 45' Test Safe Loadings; Site 45' Loading BRA 2200 SRC 4700 5140 7500 Horizontal and Venicat plotted Ratings are California OSHPD approved values having the OSHPD Anchorage Po:lei: wont Number R.0201, Testing and catoulallors were performed to meet OSHPD criteria. To use approved OSHPD ratod load curves: 1) Calculate Vertical and Horizontal Fvtoe. u1) mounting including translations and eve iurnirg moments. 2) Plot Hvrtnon:dt Load vs \'eniczl Load. The point must tall within the area below trio OSHPO curve. BRIDGE- 9EARIN 013IP� ROPEPHYSICAL I " '(b) • (b). (t) To i be ,Etonpal. Niro' 51100tl ;$t eta 9ti mater ;'((stnl) ;,,,. m1n) 40:0 2000 pit 5 :1.5 I50C oei ''s)", 60•15 2500 ost 100', 014•6' 0•K ?t (olASTU a G NEOPRENE. SPECIFICATION: TESTED FOR AWNS b'OEN(A0IN0(r01Y212'F OZONE rurd•,TOnslte • Eiongal. 1 meta ei, r4;, $U.rOn,Ateroek (yVd.20Y, (MO (mtxl < (eati• 51taln 100E .1S!: 115;': •Loy. ,c.$1. ;IV:, .401:. OS. :15`.4 N�+ C(86k6 fla entlis H1) ernes CC PRE: s10N St: re! :tier; Ueulyd F 25•4(mu 25.110,4) 1121:1;410.;43 to1ASTU0•14d? t.ld� *t/o•; • 08/31/95 16:14 FAX 206 292 1201 SWMB SELLING WARD MAGNUSSON BARESIiIRE INC. Consulting Structural and Civil Engineers 1301 Fifth Avenue, Suite 3200 Seatlie WA 98101-2699 (208) 292 -1200 FAX; (208) 292.1201 X1001 Facsimile Transmission ei(-1°"0 lfg(P CN'" PAGE 1 of 1 TO DATE August 28, 1995 FROM GERALD R. GRIFFITH Mr. Gary Schenk - INSPECTOR, CITY OF TUKWILA COMMUNITY DEVEL. BLDG. DIV. FAX It 431 -3665 PROJECT 1 DOUBLETREE INN PROJECT It 54631.00 SUBJECT FIELD QUESTION 002 #oa 3 TOTAL. NUMBER OF PAGES BEING TRA SMIT111ED HEREWITH (including) this sheet) C 1141 , PAGE(S) If you do not receive the number of pages indicated above, or If any pages are Illegible, please call our office at (206) 292-1200, or notify us via fax at (206) 292-1201. 05/31/95 16:14 FAX 206 292 1201 C. BAUOH 900 Poplar Place So. P.Q. Box 14135 Seattle, Washington 98114 (208) 726 -8000 TO:. 54/ G1 j..�(,, GCJ,q -/ J j m,9 . Nu hf erJ /3/4 -4-1 , 2- SWMB FIELD QUESTION # OD z ATTN. DATE' 6/9 14 002 JOB - �3 L T/Lt` �. y ...�._ LOCATION SUBJECT. ' 17.497 © - Gx r s T. Jolt TS r rd !'G Imo., Uc. Pt. .. Ir 0 , Li -7 MESSAGE: /4 7" G'/L -•: O cu 2.. c .0. T J17- r /I 'V(;_ HJ 2_•� Z x 1 Z._ .7 S 5 r�J Z 4. a 7- iyt -/Lir A 0 7- 7r1 Oar w E cA �t i KI u o 'Tr4>'u2ati4 T � . %JL��9 -J 514 u c_.b l�E. 0 ? 14.P . tr1 Lad 14 -R.r> S PPiZ. x. / B '` Td Z It" 7W 7746 W '9- PLEASE REPLY BY: g / /4. /Q-- PLEASE REPLY TO: /e / h e.2 GC.vYqg REPLY: /,_4 44..r••-1. &- I /o Act.-/) Pct irVD j o o` $ 74 t v .' 1'14 O elf' -' ,r_ rc 04 0%,, �s � � 1/ /'ti 711_0_ � -�z, � ��. �.t /.4b C'. 12s2.p c I .Q..) vt V' C Q ...- 014.74 '.S .4.400*V/7 is V/ 1 G-!`—de /f ♦ r3 .S /�1%��'u� r! i 229 -01 9A- UG- HCa76NO WHITE - Reply copy BLUE • Architect Copy WILLOW - Contractor Copy PINK • Office Copy GREEN - Plaid Copy 06/31/95 16:14 FAX 206 292 1201 SxauNc WARD MAGNUSSON BARKSIERE INC Consulting Suuaural and CIA EngIl w2 SWMB 1003 f'92 Design Sheet 9 " * ( Rein Pry vu,�t. l�rvo c/ 7- ,e - 54y)/) v P4 ' 4141 4l6 g/ EXPIRES 10/23/ /4 Gj1 c f 5 f rI 3" New 2.54. r" 3" la et But cJ Pt;2vrz/ /s o '0,c, ra/° zt Do r . (Cten aver fro-0 4.4. .2,•1s) 44) t ( mew 2,)[ /0 ercck.1 Ex; Xy4 1 12 Qa New, 2..x./ (see a$ o vim) DetC 'cz.: n -i-or 08/31/95 16:15 FAX 206 292 1201 SWMB AUG-14-95 11 15 FROM DOUBL( ICE I NN • • BAUGH 900 Poplar Place So. P.O. Box 1d13.5 Seattle, Washington 98114 (206) 726-8000 1 D 749 FIELD QUESTION 70: kiligjahles2 DATE: JOB rztqx I I:, ia 0 0 4 PAGE 1 1 %. • I • D7S r-- • le!' Pr. t„ ATTN: 4.s.tivri O F ,A-1 SUBJECT: 5.7- P LOCATION BOA mESSAGE: LI r All••• c.c. a_ CO-) 5 / 1...C.4 bvs 5, z. e.elf01,10 D.G_Ty4 L,s //--- 4 r•--42.54.i MAJ.... 7- 773 M. a ((A-1.04 7/0 A-) 4' 7- 71i-I .6.0 - hf • - -5.44/y1 / - - 41: ••• .••• / 77,0".° 3 VOIMIIMIN• ••••••••••• PLEASE REPLY BY: PLEASE REPLY TO: REPLY; .0-1-4-17--c. •■e.ck VI (41 2_,4-/ 9 -42-1/. • 12•••••••••■••••■•••10.• ..IMI•■••■ SIGNED: • a•wfw*0.....• PATE Wee B ow. "...warm. 14 ww• ..........•••■•••••••••••••••••• FQ # DIIJW . in* ',env GREEN -Sold 000v 08/31/95 16:15 FAX 206 292 1201 SKIL NG WARD MAGNUSSON &IMRE INC. Consulting Simdutal and Chll Enolnewe SWMB a 005 ,C er, 3 Design Sheet PROJECT Po e.. 4 e,z,_ :NS LOCATION CLIENT DATE 6 zt; SHEET rBY ‘ge4- 4'- 4111cf 54 a ex ,`5t c13 f 5 2.1% 6 ,401,1--F R acv f-.-, mrs5 E /ec Go :i- SEc T766/ ad two (2) -*/c2 set?t4cds ef=y s?gr5 ) 64:(4- �P �i of 3 f ai6 cp p-e. 's& 2Q" IOW azxry(8 41,) P42 r /ir L PLA.11- 07 °,4 ,b-tr3R /z 4hi ) r 1 • 08731/95 16:16 FAX 206 292 1201 SWMR Scum; WARD MaGNussoNB RKS "... ,, Consulting Suuctml and Civil Enalnrxns PROJECT LOCATION 6 C2 .t2 CLI hX SS° J. BA rig al 006 Design Sheet SHEET y5- BY 6 - F'lRES 1 • •t ' ■1 III r• • MAC /1-,• ot.,7 et av- SE.c 77 -euY C .nm.v, ) v� 5.c15"4-4.77t) 5 *- ect Tie na. rap it-60r • WI? • 2. )414 ffe7,41 gawp5 TO 40 5 ice 4a.:( ,SSGr,c"i k; 5" s; /1 /2/414. cJV7 fet ) Jul 14, 1995 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director JEFF PORTER 205 STRANDER BL SEATTLE, WA 98188 RE: DOUBLETREE INN Dear Permit Holder: Our records indicate that on Aug 30, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B94-0436. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Aug 30, 1995. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, erIGU6 /)1( -r") Ke ie Peterson l.J Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 'lliy5 10:16 BAUGH CONSTRUCTION -i 2065754743 u. r. .•.a r• w. •.fl4.t � NO. 120 D02 "`•••``4tiV1 \ \h\VwY� �\rtVY�\�\\ Y1A M YRVWW~Aew9,'A '0ANN'V\wN't \KYk t ••• �_�1•V1i \1 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ` • CONST';' QN1•'1' •GEPERALA :.. .. ...(;_ .�.• ;�;'• ` � • .P0A:tRRA I4QM�iEa•.y; ' .:. : 00F.fP&I'p� el•? ',P. • •. •.; ONO C*37 614 t 3' 3.1. STATE OF WASHINGTON NW., \VW\\ vTY a \ \ \kh \U \,\ \'� N\MAVk V1/4 . F826482.000 (9.92) /2 P A307 BOLT W/ DOUBLE - NUT. MANGLE THREADS TO RESIST LOOSENING AFTER TIGHTENING NUTS NEW 3x3 BLOCKING UNDER JOISTS W/160 TOE NAIL EACH SIDE OF JOIST INTO BLOCKING SIMPSON LTT200 TENSION TIE EA SIDE OF BLOCKING - BLOCKING _ .. "..71.---i.-- t • .. . u, . • 1 Pp47.1,r1 EXISTING OR NEW JOISTS EXISTING BLOCKING EXISTING PRECAST BEAM REPAIR REVISION OF SECTION C-C ON EXISTING SHEET S5 OF 19 1 "•1' -0" NEW STRUCTURAL REPAIR DRAWING LIST SR -1 GENERAL NOTES AND DETAILS EXISTING BUILDING REFERENCE DRAWING LIST 2OF35 5 OF 35 21 OF 35 S2 OF 19 S3 OF 19 4 S5 OF 19 S6 OF 19 S7 OF 19 S10 OF 19 S15 OF 19 SITE PLAN ARCHITECTURAL 1st FLOOR PLAN NORTH WING (LAUNDRY AREA) ARCHITECTURAL 1st FLOOR PLAN OF RESTAURANT COMPLEX STRUCTURAL 1st FLOOR PLAN (LAUNDRY AREA) STRUCTURAL 1st FLOOR PLAN (RESTAURANT COMPLEX) STRUCTURAL SECTIONS AND DETAILS STRUCTURAL SECTIONS AND DETAILS STRUCTURAL SECTIONS AND DETAILS STRUCTURAL ROOF PLAN (RESTAURANT COMPLEX) STRUCTURAL SECTIONS AND DETAILS SECTION F 1I LOCATION OF PROPERTY DOUBLETREE INN 205 STRANDER BLVD. TUKWILA, WA 98188 SIMPSON LTT208 TENSION TIE EA SIDE OF BLOCKING WO A307 BOLT W/ DOUBLE -- - — NUT. MANGLE THREADS TO RESIST LOOSENING AFTER TIGHTENING NUTS 1 NEW 3x3 BLOCKING UNDER JOISTS W /16d TOE NAIL EACH SIDE OF JOIST INTO BLOCKING Y EXIST BEARING WALL TO REMAIN IN THIS LOCATION 1/2 "0 x 21/2' LAG BOLT EXISTING CONC BEAM REPAIR REVISION OF SECTION D-D ON EXISTING SHEET S7 OF 19 1" .1s-0" SCOPE OF STRUCTURAL REPAIR WORT( IN GENERAL. THE SCOPE OF WORK INVOLVES REMOVING AND REPLACING THE STRUCTURAL FRAMING. ARCHITECTURAL FINISHES AND RE- INSTALLING THE EXISTING EQUIPMENT IN SELECTED LOCATIONS OF THE KITCHEN AND LAUNDRY AREAS WHERE THE FRAMING HAS BECOME DETERIORATED DUE TO DRY ROT. SELECTED ORIGINAL DESIGN DRAWINGS OF THE EXISTING STRUCTURE HAVE BEEN INCLUDED WITH THIS REPAIR DOCUMENT FOR REFERENCE TO EXISTING CONDITIONS AND METHODS OF HOW TO REPLACE IN -KIND MATERIALS. SEE THE EXISTING BUILDING REFERENCE DRAWING LIST FOR DRAWINGS INCLUDED WITH THIS STRUCTURAL REPAIR PACKAGE. ADDITIONAL DRAWINGS OF THE EXISTING BUILDING STRUCTURE ARE AVAILABLE FROM THE OWNER BY REQUEST. THE GENERAL LOCATIONS OF REPAIR WORK ARE ON THE FIRST FLOOR OF THE DOUBLETREE INN AS DESIGNATED ON THE EXISTING SITE PLAN DRAWING SHEET 2 OF 35. SEE EXISTING ARCHITECTURAL AND STRUCTURAL DRAWING SHEETS 5 OF 35. 21 OF 35. S2 OF 19 AND S3 OF 19 FOR MORE DETAIL. THE FOLLOWING IS A LIST OF THE SPECIFIC STRUCTURAL REPAIR ITEMS (SRI): SRI -1� THIS SHOWS THE LOCATION OF WORK ON THE EXISTING ARCHITECTURAL. FIRST FLOOR PLAN DRAWING SHEET 5 OF 35. THE WORK IN THE AREA TO THE LEFT BETWEEN THE ROOMS WILL ALL BE DONE BELOW THE FLOOR AND DOES NOT INVOLVE ANY ARCHITECTURAL FINISH YORK. THE WORK IN THE AREA TO THE RIGHT WITHIN THE LAUNDRY AREA INVOLVES REPLACING THE ARCHITECTURAL FINISHES TO MATCH THE EXISTING CONDITIONS AND RE- INSTALLING THE EXISTING EQUIPMENT AS DIRECTED BY THE OWNER. SEE EXISTING STRUCTURAL DRAWING SHEET S2 OF 19 FOR THE SPECIFIC STRUCTURAL REPAIR DETAILS. SRI -2. THIS SHOWS THE LOCATION OF WORK ON THE EXISTING ARCHITECTURAL FIRST FLOOR PLAN DRAWING SHEET 21 OF 35. THE WORK IN THIS AREA (WITHIN THE KITCHEN /SCULLERY COMPLEX AND PART OF THE LOWER COCKTAIL LOUNGE) INVOLVES REPLACING THE ARCHITECTURAL FINISHES TO MATCH THE EXISTING CONDITIONS AND RE- INSTALLING THE EXISTING EQUIPMENT AS DIRECTED BY THE OWNER. SEE EXISTING STRUCTURAL DRAWING SHEET S3 OF 19 FOR THE SPECIFIC STRUCTURAL REPAIR DETAILS. IFIRST FLOOR ISPLAN DRAWING SHEET S2 O EXISTING S2 OF 19. THE WORKIN STHE THREE UAREAS OVER THE PRECAST BEAMS (ONE TO THE LEFT BETWEEN THE ROOMS AND TWO WITHIN THE LAUNDRY AREA) INVOLVES ADDING SIMPSON TENSION TIES AT FOUR FEET ON CENTER TO THE JOIST FRAMING MEMBERS STARTING FROM THE NORTH EXTERIOR WALL AND EXTENDING TO THE NORTH WALL OF THE HALL. SEE THE NEW SECTION 1 ON THIS SHEET SR -1 FOR DETAILS. IFIR J THIS SHOWS LOCATIONS OF STFLOORPLANDRAWING SHEETS2OF /1O K 9WH H EXISTING STRUCTURAL WHERE THE ARE SUPPORTED ON THE EXTERIOR WALL PRECAST BEAM. THE YORK IN THIS AREA OF THE LAUNDRY ROOM INVOLVES ADDING SIMPSON TENSION TIES TO THE JOIST FRAMING MEMBERS AT FOUR FEET ON CENTER STARTING FROM THE NORTH EXTERIOR WALL AND EXTENDING TO THE NORTH WALL OF THE HALL. SEE NEW SECTION 2 ON THIS SHEET SR -1 FOR DETAILS. SRI -5. THIS SHOWS THE AREA OF WORK ON THE EXISTING STRUCTURAL FIRST FLOOR PLAN DRAWING SHEET S2 OF 19. THE WORK IN THIS AREA WITHIN THE LAUNDRY AREA INVOLVES ADDING NEW 2X0 FLOOR JOIST FRAMING MEMBERS AT 8" O.C. AND 1/2 INCH PLYWOOD WITHIN THE TWO BAYS RANGING FROM THE NORTH EXTERIOR WALL AND EXTENDING TO THE NORTH WALL OF THE STAIRS. THE FLOOR DECKING MAY BE REMOVED UP TO FOUR FEET TO THE WEST OF THE PRECAST SUPPORT BEAM LINE AS NEEDED FOR EASE OF CONSTRUCTION AND TO MATCH LOGICAL BREAKS IN THE SHEETS OF PLYWOOD. THE EXISTING COMPOSITE FLOOR FRAMING IN THIS AREA WAS MEASURED BY THE OWNER AS BEING 7" IN DEPTH. NOTCH THE BOTTOM OF THE NEW JOISTS ABOUT 1/4 INCH AT THE SUPPORTS TO MATCH THE EXISTING FLOOR ELEVATIONS. THE CONTRACTOR SHALL VERIFY FRAMING DIMENSIONS PRIOR TO REPAIRS. SRI-6. THIS SHOWS THE AREA OF WORK ON THE EXISTING STRUCTURAL FIRST FL PLAN DRAWING SHEET S3 OF 19. THE YORK IN THIS AREA WITHIN THE KITCHEN AREA INVOLVES ADDING NEW 2X14 FLOOR JOIST FRAMING MEMBERS AT 16" O.C. AND 3/4 INCH PLYWOOD DECKING WITHIN THE ONE BAY BETWEEN GRIDS E 0 0 RANGING FROM THE NORTH EXTERIOR WALL AT GRID 1.5 TO THE COLUMN LINE GRID 5.5 WHICH IS ABOUT THREE FEET NORTH OF THE SERVICE HALL WALL. THE FLOOR DECKING MAY BE REMOVED UP TO FOUR FEET TO THE EAST 8 WEST OF THE PRECAST SUPPORT BEAM LINE AS NEEDED FOR EASE OF CONSTRUCTION AND TO MATCH LOGICAL BREAKS IN THE SHEETS OF PLYWOOD. THE CONTRACTOR SHALL VERIFY THE EXISTING FRAMING DIMENSIONS PRIOR TO REPAIRS. THE WALL BETWEEN THE KITCHEN /SCULLERY AREA AND THE LOWER COCKTAIL LOUNGE AREA IS A BEARING WALL SUPPORTING THE ROOF FRAMING AND SHALL REMAIN IN ITS CURRENT LOCATION. THE FLOOR FRAMING SHALL BE MODIFIED AS SHOWN IN SECTION 3 OF SHEET SR -1. SHORE THE ROOF FRAMING ON THE SCULLERY SIDE OF THE BEARING WALL WHEN WORKING ON THE FLOOR FRAMING WHICH SUPPORTS THAT WALL. REFER TO THE EXISTING DRAWING SHEET 510 OF 19 FOR THE STRUCTURAL ROOF FRAMING PLAN OVER THE RESTAURANT COMPLEX AND SECTION H ON SHEET 515 OF 19 FOR THE STRUCTURAL ROOF SECTION THROUGH THE BEARING WALL. REFER TO THE EXISTING DRAWING DETAIL C ON SHEET S6 OF 19 FOR THE EXISTING STRUCTURAL FIRST FLOOR FRAMING SECTION SUPPORTING THE WALL. qqe bt?, SECTION F21 NEW lc PLYWOOD DIAPHRAGM NEW SOLID BLOCKING NEW REOUREDKING AS v�Cl I I I I_ EXIST BEARING WALL TO I 1 REMAIN IN P115 LOCATION NEW SOLID BLOCKING BETWEEN JOISTS UNDER WALL EXIST FRAMING GENERAL: ALL TYPICAL DETAILS AND NOTES SHOWN ON THIS AND THE EXISTING BUILDING DRAWINGS SHALL APPLY. UNLESS NOTED OTHERWISE. THE STRUCTURAL REPAIRS SHOWN ARE INTENDED TO REPLACE IN -KIND FRAMING OF THOSE ITEMS SHOWING ADVANCED STAGES OF DETERIORATION AND NOT A STRENGTHENING BEYOND THE INTENT OF THE ORIGINAL DESIGN DOCUMENTS. THESE REPAIRS ARE ONLY THOSE ITEMS REQUESTED BY THE OWNER AT THIS TIME TO IMPROVE THE SAFETY OF THOSE AREAS SHOWN AND SHALL NOT BE CONSTRUED AS BEING A REPAIR OF ALL ITEMS SHOWING SIGNS OF DETERIORATION. EXTEND NEW 2x14 JOISTS TO BEARING POINT OVER PRECAST BEAM CUT OFF EXIST ROTTEN CANTILEVER FRAMING AFTER NEW JOIST ARE IN PLACE REPAIR REVISION OF SECTION C -C ON EXISTING SHEET S6 OF 19 GENERAL NOTES BUILDING CODE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 1991 EDITION (INCLUDING THE CITY OF TUKWILA BUILDING CODE AMENDMENTS) PLYWOOD: ALL PLYWOOD SHALL BE GRADE CDX SHEATHING AS GRADED BY THE AMERICAN PLYWOOD ASSOCIATION. ALL PLYWOOD NOTED ON THE STPUCTURAL DRAWINGS SHALL BE MADE WITH EXTERIOR -TYPE GLUE. LUMBER: ALL LUMBER SHALL BE VISUALLY GRADED IN ACCORDANCE WITH THE BUILDING CODE AND STAN- DARDS. Fb NOTED BELOW IS "SINGLE MEMBER tY E." ALL LUMBER SHALL MEET OR EXCEED THE ALLOWABLE UNIT STRESS SHOWN IN THE CODE AND DESCRIBED BELOW; BEAMS AND STRINGERS - DENSE NO. 1 DOUGLAS FIR - LARCH, Fb • 1,550, Iv : 85 JOISTS. PURLINS. AND 2x - INCH HEADERS - NO. 1 HEM -FIR. FD • 1.200. Flt • 75 EXTERIOR STUDS. 2x4 - N0. 2 HEM -FIR. Fb • 1.150, Fc • 825 EXTERIOR STUDS. 2x6 - NO. 2 HEM -FIR. Fb : 1,000, Fc • 875 INTERIOR STUDS - STANDARD HEM -FIR. Fb • 475. Fe = 775 POSTS AND TIMBERS - NO. 1 HEM -FIR. Fb = 975, Fc • 850 DECKING - SELECT HEM -FIR, FD • 1,350. 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 NAILING SCHEDULE OF THE BUILDING CODE. UNLESS OTHERWISE SHOWN. IF NAIL SUBSTITUTIONS ARE TO BE USED (I.E., PNEUMATIC DRIVEN). THE CONTRACTOR MUST SUBMIT SCHEDULE OF NAILS DESIRED WITH DATA TO VERIFY EOUIVALENCE AND OBTAIN WRITTEN ACCEPTANCE PRIOR TO USE. STANDARD WASHERS SHALL BE UNDER ALL BOLT HEADS AND NUTS CONTACTING 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 AMPB-FDN AND BEAR THAT QUALITY MARK. EXISTING STRUCTURE: EXISTING STRUCTURAL AND ARCHITECTURAL PLANS. DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STPUCTURE BEFORE BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. TEMPORARY SHORING AND BRACING MAY BE NECE :SARY IN ORDER TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON THE STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR MUST RETAIN A LICENSED STRUCTURAL ENGINEER WHO SHALL INVESTIGATE ?HERE THIS TEMPORARY SHORING /BRACING IS REQUIRED, AND SHALL DESIGN THIS TEMPORARY SHORING /BRACING. FILE COPY I understand that CIo Plan Chock c,:; '• cro Subject to anon end Ca'o'xls and 4'.. . 1 of titans d�� not al b stoWln, a ury adopted Colt a 1111111• MOS at oonuoctda xxtpy at acotUMepKlW/ MSS OBS pre Na, fiqu- ou•3(o REVISIONS NO CHANGED MALL DE MADE p O SCOPE OP WORK WM= APPROVAL TUKWILA BUILDING DIVISION. NONE nEV1(IONS Wit atoms NFn PLAAN�Y Stara AND ANY =LUCE MOTIONAL MAN MO SECTION r1 OF TUKWILA FPROVE0 JAN 10 1995 AS MILO i 111'NC. Mitt RECEIVED PTV or finnontA DEC 2 31994 POOR CIDTVI 11 0 11 11 11 - M-7-11 9 ^. 7i'f".'F..:f1.161 Z IJJ W a fflIJ W 0 n1 7' 0 4t ;• r;a Y • • • • • t • • t M ••t • FtN :ea r • G 24. Z . CtNO OCAS 1 1 1 �r f I • 1 ,, �• .‘ • 1P . ". ,:. • .. it rw,a P. t. 11 r� O • 4 l C r 'f r W mask. R.t• Dine b • ` 1 r... •-• 1... , _ . 1 . . • . w Ss as • • 4,' 4 • • t• a•t It 7. t.t4T. r +. 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'2.14 Shiny, char wail JyQ'F.h. f o.J el I. • t • • ?•4 ©1O" 2.4 • rogeot L - 7 Citroens bins.' Ettend 6m. bars to lap .n pier Co' , 47' grade 6", .di0 • o t•',org. 4 8j@ /2" 2 O . 9 deep or�,�' pocket 2.14 r` P ,6' •', rp PLAN ;/0-L6,odr/oynent 1 on /a' %K,s/. d.Id/. '4 0 Lap cos. - SECT /ON r e -e 1as 4 ran 1 rZ •E/.9a•O r ea r • •3 8 .4s /2 724 X •O overt berm' a /4. 4 -e5 r; %+ pole la le8 /9 t • � 0 . . 4 Ago a!e /n p7e re "pat. ?tear west f/i,s/n,ent c., i . a''bph.. • • : •o•.-2 •0 ra :op :1 a 'on e pa J Ye 4' } SEc r'QN 0•O !"a: •O" 204 Adolf 2 .84.2 -Re /2 's .k /G beam 'q(4) -� hop, z. e SS j e'2 e .2 s '2.4 4..2.. -e 2:2 • 2.0• Pile cap :.4. edge '7,e Zy •spar? 3r4 •w:.'Cr I e 4 oo44- o'co �.: . be b, ;B/2l it / -o •y .. - • es r s n I { om,e cap i i '70" 2 -o' y pk op Sze Act,: Ea for col dw/. 1Nt • i5' 31: 1o' SECT JON eec9 Thr 54. rico SO TOA SEC7/OA' E -E ' '0, Loq to,. pee :c.-+. Ea -cr o» 9 yro..r recce *. / • / -O 32.0 • p..e -ay :a. tee j}.. -t. F` 4?sr awl a groat po_, tee'' th,•,., bo /4.9 Fo -on Ape p, . e " SECT /ON P.P '2 ' / -O' .og oat IS JQef. Js ter dr. /. e Grout axe' . IC) 0" b,,.w. Ow- *oh �i/ , 1'aaderksrent �^ XeVi;/Nal. at/w• Pk' 'We e•nerfor 3 eta L. Sle i x.32 -0 5'. to'- u16" 1f41/0Wd. steaar mall Ware. f.h. -t ,7fr a mortar on Fe Clint , f$2Ph. 2. ®:6' t• 3.8,/siv"0 r9• A.bo /f1 a 5.0'o.c na See tic- Es k� G c1 • k ealte ; frt."' 1 .rrarr I«� 0,7e ..op a race tot. I , I►- 3004, spew/ o •e L4 secplow ''// J• J !as• Pa' • r� See .Pact Sr .�o• i 4 .raae an. 9 o :t cry LcJ - gO o•- r►es/ p,'e . sacriow K - tqe. Igo' Avth end 1r hr. sty bpi heads 4.10 e 'wB"O • S" (u� b 7,41 • `• } 4710" • P. yr*1 . 4t Z9 IS 1 n rl r si 32:04 • U • zltoi S;'ab ben. ' Pee dna. :=/9- See .5bet .b►. rae oar . a are afo• szes- Secriow P•40 • 2.454' +' t 90 Te•, nee/ prie $b' 2 *e on roe - -- - 4 a ,c, a L ,4;x9s 7 4. bo /rr !G.; . 4B L • scns►v ,% •‘' �cane . secricw A. ya'• ter 4•°g19 In par stecnoN L- L 1'I : 0 , 4a-a r-- So Tar, 4-ld sleet arse 165 elee Sect. .317::: tate eget. vaNI` 511, ret• opt 114 lir I 43.-.1:-44.1 Is -14 es • R I 1 s,ecr/ow M -m 4/40•'ter -: t r. woe trammovia • bqq•bq36 • sizerioN am GI., REF. ate. 21. t9G6 rrtento MY OF ThIONIU1 nctav "MAIT CeNIER 6 leg 14es r;; • :, 14' F • 1.:. • • • • 4 0 J ,f'-CK0 Ponta aoo p ions (4). 900 Goh too ra0/14 • 6/aq mar. Ohl. 2,04 cosing e %'4ro'8'4.6o•'ts e 4'(rac. 1,1 a8, 1 -- --^ * , 4 Concrete rode boos wit," 3°5 hors. born 4 'SCSI' IF 6 r 3=6' dowel -- P '°y` fe / 4 /If . I "' ?0455,144049 ' "ac • cone. ell,' . 4 • • ywood 3eSt *'e8MCop LA Shoo' pelts . — •1 1,,,, SecT•'Onr' A - A / of etuare $ of -- plead boom below 1114 3tuda 6 1410G—" 9 010 Wocw /ng ` IEP!,"terood. �. tit 110 ;lave b'• SSG Meath tips -ota'A 0096 $,or Oa. G• 90 9n* risen Note: At corridor P#63 a4 Qr es brow �• saki sea by - - • 84 cop 4102 46' a at 6r -eI Bowe! -e- Woad p, /nt„.r 1. 1cP /ywood sAeor cuo>/. 8e 6 /6'o Cone 2 w• J /0d6 6' Beorn 97 or B/ eecep# cfrarnffr cor ^e- .71 show Arch &ergs. •eeCT/Ois; o-D Shear wells ,ode e- Sae 3Gction Cr 10.' -1 soling et t -'d 4.7- - 4 -3- C,cl 1• r• , Rocket Inter is 4, r /'b h :.1ts in y7ro 3 acs,,. 2 • 3 :'yds 9.'G oc. 2 'rue; low • 210 'O 9 .'G 'et • ?•ecostco .,c bean, eCT/ON /-1 -N ..1:0, • )c,? i It: 0/ .53.01 •a 1 6r/A 9•/0 1 14)- 20dGo mop Jo •It• TOP 148/4' G' 24 4 8x10 • . 1 - - - v toeing lol'8 6410 ; r • •'>:r .• ,r- t'/ P.o• Qqw/ drive . �1 ''' to lb light f/! in 1' 0 I 1 d hole peedr,l /¢d /•• 8N;0 2'0 Geoidt pocket 5_.• p -' -.arnronlomS� tel f • 1. ,,' ail CO 4 pp' •y,ut.''J • ? +106'6 f. / /6 °e'::• ?rows)/ 3r8,e cum, -~ %ePr0-6'4.toles a3 4 C. o. S C 2.4:5 o,, odgq A17 �aoro a' lO .•1•/ Ses' 4v/tit, • t9r.c Oe,b %s Sim to F •a; 1'r, •. A' • Pr8COet beam _-!L • 1. S,ECT;O,v let.'-0. /� ,O 1 (1 t r ; f•`• g'tde 607), J 2 /'m hn• - <i.r•• G •• t, or. . /6,q. 'rb/v 0 bore 4 A • Precosf beam-' 2• e5 x 440' *ftru, ho /as in RC. gym 1 1 • 9-8 °G ,os •e t'r )O) pi ,e cap • • I 1 4 ,r /bk.... l°L AN SECT /0,N,' as -aa 3. .5 /amp , f /n re,* i .{- x 4 342113 B ;Coe Cor•t dbl. 204 its Coot d&. 211•0 r 4 / - 16470e no • s 2 es Soto. Precast con:: err ION C -C dr,.,r to frgr ' In I'm Ode (bled tel 4 r /O \ I 1. _ ',et shown •SLof A -A t 4r /O . •-3 SAS On I, 4YcS JJ) 'e - 51 ?o°68"- OO -JU, °84 -j See Sec''', „t - for M no'. ng da 1 Li: el R I. o/ywood show' - Jx 4 *1448 494'5c ;0r(94''+o•'s Precast dent beam S E CriCN E-E e -J Scac - ?t'4 " +os �•6 2 t r 3' teen gray* Doc re t Spine 41 /0 e'en/h. 1+a 9e40 �-a 'obese JEC7 /ON K' % /9. /.O fr 9' ,e•ofp'ie Q .4 • 9',. laae /s ' Aver •.. • • DETA /1 • N 1 /• r 4 • (4 •. hr o- - t r5 • 9'm tar orceP't 03 na4d 2.4 _ °fvdsy �• S •'6 . c. led 69' Latanye it SCI t� "•I A!4 u sr • ^ )t 4', FA' bo1 - 2 2- t'•r.45.4f S CT/ON 1. L . �. 4. • tit t ro -. * �. sIr..d, cos.-1 71-1* b. .' /•'e . 4 ,1w / ; • .`t, 7 ,1 • 9 QE _,A) r- • • 4. Plywood shear wall •Th (d' foe Alog one Mcoot/me with '?)route o! 16 4,04' 04 row es owner Spoke end ,/t. S-O'oport ^ ocip member 1 v $ kiti • 2r 1 Studs 0/6ec. t b'1, 4 2114 Studs S.'G'oc. IO °G 4' ,1 /Cdej 14' Plywood -14' Lt w7► conc. f17; - E G• 11 • • 1 '22x/0 6 /Gilt - it /►'eoosxtxnc bin. 1 in • 3• , • '! 1- alt •1, -) r -, 4'9 •I • _ •3C4 sits 1n a•.:oo ` * - t • el Wood pilots .9,E C T; ON a -e Q Of etudo, beam 4 0' p,Ioe 64 /0w. - 2,.4nt !f' P /ywood Shear dual/ 2o4 66' . ;ode 4' cootdd.. 2K/o ' 06/ R the, ov3u! e I • /G'149'2' (2 rows) - IGr toe ^O• 41 6 '2 3484w,lt - �,p"4r 0-6' A.bolts cB 4 •••• o•c. eo face. Precast canc.6in SECTO/ti' et-F YeP o°1 ,0 /04.. - 80 10 Cm** ),l �,; ,t, q,M fe 71 4r•,) 16 /✓+acna3/4 : m trace ? .5 #00 2-'4 r,%! 2 M: 7 • 5 '9 • Eke- ; �,,! r� o • , • .P) • • her e • • • • 2'4 S'uos e /G•oc / 4 "Q'yunood shear wall '0°C4 1 /64012'12 rows) 3rS t See Scc#. C-C Sec Saxi rf" A'- A tells P.0 bean 1184 e3 S °C "';'Old/ ,'4•'' A, ,k.1td., frier Ps• A -'a 1 1' 1 ,4 • a's v4 1 • • • 4'0'79p. /'sr 1- ' uo /• 141 ,Theo bolt 3.8/6 L 3'" Z.,4•,co • stela sf B. 2x,O _ Y4 4 : f stunt `t bean te'ow. • 2x4 Ofuds GIG ac. 20486' staggered - • • Rout/+ t o' ' Of O,.'e cop. a 4: - 4 0 :3 SECT J,v b-b 1 6•r4r •*'s x•419 •'1 e fr.) 7, = Or 4.0 • 2)- / m tn., on /,s `. b• • r•- 3ro.f ^CA 4 )t studs, beam s o es helmet • 4 Studs 49/6 oc • - • °'yw000' Sher uio// hod a 4•. A'zt 99•#•04 /6 /tesni••s e'2'ea ice Pty"/o60. ?Odes'. 1 1 SAC± /ON 0-0 ma 4 '. - -- 8419. ' -s °/y./food ? 0 6' • 1 N Le.2m • • • 2raKS 6. douje /3 as "44.4)q36)0 CTlo /N1 is ' 1Ode4 1648 /2 ea.. ,'de. d4'Ss•;'C. -,';n f3a & /2'a• • ices .� / • ! t , _. - -_ III111 11 19 h, till 4 ;1 1 t v Yee Sect 8.8 S'ro'a�a. 4 4 5109 '••.es . :•or azior • • m �t -F 4�z S'ob 1 r4 ' it 4 ; :'ac 4 .• ,.r.. .. ' 4 DL-"Ia.:. a • ... ,4 _Vary" vol/ w ; 3 /dg ••e • s i cat • o, 7 8.9 '1 1 fl RtCEIVED en of tuKW,IA DEC 2 3 1994 pease MIN • •4.f14;.; W ,. ROIAN T IR RT ASAP { AND AR$Ocsafl' -1 ARCNITICT$. INTERIOR oust* .. tR •.,t fir L,t,'1 :: 9ztip2s: ra 1.01 , „ —.V-. • ti a. • 1 - 1` •, • • C.A 9 4. Alt ■ • •• lemma F so817Ef2t4e4P0 int m oar- AJq • t. sAte • • i 17117t. ''316 ,f L....... 3eSt *'e8MCop LA Shoo' pelts . — •1 1,,,, SecT•'Onr' A - A / of etuare $ of -- plead boom below 1114 3tuda 6 1410G—" 9 010 Wocw /ng ` IEP!,"terood. �. tit 110 ;lave b'• SSG Meath tips -ota'A 0096 $,or Oa. G• 90 9n* risen Note: At corridor P#63 a4 Qr es brow �• saki sea by - - • 84 cop 4102 46' a at 6r -eI Bowe! -e- Woad p, /nt„.r 1. 1cP /ywood sAeor cuo>/. 8e 6 /6'o Cone 2 w• J /0d6 6' Beorn 97 or B/ eecep# cfrarnffr cor ^e- .71 show Arch &ergs. •eeCT/Ois; o-D Shear wells ,ode e- Sae 3Gction Cr 10.' -1 soling et t -'d 4.7- - 4 -3- C,cl 1• r• , Rocket Inter is 4, r /'b h :.1ts in y7ro 3 acs,,. 2 • 3 :'yds 9.'G oc. 2 'rue; low • 210 'O 9 .'G 'et • ?•ecostco .,c bean, eCT/ON /-1 -N ..1:0, • )c,? i It: 0/ .53.01 •a 1 6r/A 9•/0 1 14)- 20dGo mop Jo •It• TOP 148/4' G' 24 4 8x10 • . 1 - - - v toeing lol'8 6410 ; r • •'>:r .• ,r- t'/ P.o• Qqw/ drive . �1 ''' to lb light f/! in 1' 0 I 1 d hole peedr,l /¢d /•• 8N;0 2'0 Geoidt pocket 5_.• p -' -.arnronlomS� tel f • 1. ,,' ail CO 4 pp' •y,ut.''J • ? +106'6 f. / /6 °e'::• ?rows)/ 3r8,e cum, -~ %ePr0-6'4.toles a3 4 C. o. S C 2.4:5 o,, odgq A17 �aoro a' lO .•1•/ Ses' 4v/tit, • t9r.c Oe,b %s Sim to F •a; 1'r, •. A' • Pr8COet beam _-!L • 1. S,ECT;O,v let.'-0. /� ,O 1 (1 t r ; f•`• g'tde 607), J 2 /'m hn• - <i.r•• G •• t, or. . /6,q. 'rb/v 0 bore 4 A • Precosf beam-' 2• e5 x 440' *ftru, ho /as in RC. gym 1 1 • 9-8 °G ,os •e t'r )O) pi ,e cap • • I 1 4 ,r /bk.... l°L AN SECT /0,N,' as -aa 3. .5 /amp , f /n re,* i .{- x 4 342113 B ;Coe Cor•t dbl. 204 its Coot d&. 211•0 r 4 / - 16470e no • s 2 es Soto. Precast con:: err ION C -C dr,.,r to frgr ' In I'm Ode (bled tel 4 r /O \ I 1. _ ',et shown •SLof A -A t 4r /O . •-3 SAS On I, 4YcS JJ) 'e - 51 ?o°68"- OO -JU, °84 -j See Sec''', „t - for M no'. ng da 1 Li: el R I. o/ywood show' - Jx 4 *1448 494'5c ;0r(94''+o•'s Precast dent beam S E CriCN E-E e -J Scac - ?t'4 " +os �•6 2 t r 3' teen gray* Doc re t Spine 41 /0 e'en/h. 1+a 9e40 �-a 'obese JEC7 /ON K' % /9. /.O fr 9' ,e•ofp'ie Q .4 • 9',. laae /s ' Aver •.. • • DETA /1 • N 1 /• r 4 • (4 •. hr o- - t r5 • 9'm tar orceP't 03 na4d 2.4 _ °fvdsy �• S •'6 . c. led 69' Latanye it SCI t� "•I A!4 u sr • ^ )t 4', FA' bo1 - 2 2- t'•r.45.4f S CT/ON 1. L . �. 4. • tit t ro -. * �. sIr..d, cos.-1 71-1* b. .' /•'e . 4 ,1w / ; • .`t, 7 ,1 • 9 QE _,A) r- • • 4. Plywood shear wall •Th (d' foe Alog one Mcoot/me with '?)route o! 16 4,04' 04 row es owner Spoke end ,/t. S-O'oport ^ ocip member 1 v $ kiti • 2r 1 Studs 0/6ec. t b'1, 4 2114 Studs S.'G'oc. IO °G 4' ,1 /Cdej 14' Plywood -14' Lt w7► conc. f17; - E G• 11 • • 1 '22x/0 6 /Gilt - it /►'eoosxtxnc bin. 1 in • 3• , • '! 1- alt •1, -) r -, 4'9 •I • _ •3C4 sits 1n a•.:oo ` * - t • el Wood pilots .9,E C T; ON a -e Q Of etudo, beam 4 0' p,Ioe 64 /0w. - 2,.4nt !f' P /ywood Shear dual/ 2o4 66' . ;ode 4' cootdd.. 2K/o ' 06/ R the, ov3u! e I • /G'149'2' (2 rows) - IGr toe ^O• 41 6 '2 3484w,lt - �,p"4r 0-6' A.bolts cB 4 •••• o•c. eo face. Precast canc.6in SECTO/ti' et-F YeP o°1 ,0 /04.. - 80 10 Cm** ),l �,; ,t, q,M fe 71 4r•,) 16 /✓+acna3/4 : m trace ? .5 #00 2-'4 r,%! 2 M: 7 • 5 '9 • Eke- ; �,,! r� o • , • .P) • • her e • • • • 2'4 S'uos e /G•oc / 4 "Q'yunood shear wall '0°C4 1 /64012'12 rows) 3rS t See Scc#. C-C Sec Saxi rf" A'- A tells P.0 bean 1184 e3 S °C "';'Old/ ,'4•'' A, ,k.1td., frier Ps• A -'a 1 1' 1 ,4 • a's v4 1 • • • 4'0'79p. /'sr 1- ' uo /• 141 ,Theo bolt 3.8/6 L 3'" Z.,4•,co • stela sf B. 2x,O _ Y4 4 : f stunt `t bean te'ow. • 2x4 Ofuds GIG ac. 20486' staggered - • • Rout/+ t o' ' Of O,.'e cop. a 4: - 4 0 :3 SECT J,v b-b 1 6•r4r •*'s x•419 •'1 e fr.) 7, = Or 4.0 • 2)- / m tn., on /,s `. b• • r•- 3ro.f ^CA 4 )t studs, beam s o es helmet • 4 Studs 49/6 oc • - • °'yw000' Sher uio// hod a 4•. A'zt 99•#•04 /6 /tesni••s e'2'ea ice Pty"/o60. ?Odes'. 1 1 SAC± /ON 0-0 ma 4 '. - -- 8419. ' -s °/y./food ? 0 6' • 1 N Le.2m • • • 2raKS 6. douje /3 as "44.4)q36)0 CTlo /N1 is ' 1Ode4 1648 /2 ea.. ,'de. d4'Ss•;'C. -,';n f3a & /2'a• • ices .� / • ! t , _. - -_ III111 11 19 h, till 4 ;1 1 t v Yee Sect 8.8 S'ro'a�a. 4 4 5109 '••.es . :•or azior • • m �t -F 4�z S'ob 1 r4 ' it 4 ; :'ac 4 .• ,.r.. .. ' 4 DL-"Ia.:. a • ... ,4 _Vary" vol/ w ; 3 /dg ••e • s i cat • o, 7 8.9 '1 1 fl RtCEIVED en of tuKW,IA DEC 2 3 1994 pease MIN • •4.f14;.; W ,. ROIAN T IR RT ASAP { AND AR$Ocsafl' -1 ARCNITICT$. INTERIOR oust* .. tR •.,t fir L,t,'1 :: 9ztip2s: ra 1.01 , „ —.V-. • ti a. • 1 - 1` •, • • C.A 9 4. Alt ■ • •• lemma F so817Ef2t4e4P0 int m oar- AJq • t. sAte • • i •1 w +^ 1 INTERN). wrw l'fr4r!E 111 41 ".. 1)7):fii)Y'r41Asrtal8e. >f( .1 S wlf N(Y(N •8f1 1 fl ieom 31770, rtir I. crte iJ of eed • �771.fTT1 • k-'r'•yl?, t1' .. - rt.+ r ' ' - - 4 ; ..•r 1 I I 4.4.4�, Steel tube II l 9 �►.— rasa Beata-1 44'0 fund bolt '* Plywood 41 ✓e AM At Seat 144 on /y 2.4014 4.4a 1G Ile* fys. r' �. r,f'r•C'iiTECsS 171 1 i 7 Np�l r1C$tIT ?Witt $14/, t f Al it :. '.. ,;t.; ;.ire ;J 9814, ". M ...t ;•i71(, ;{ S Ott IONS w Ply.od. A. 4-• (4• Plywood :•8• /G_ .mss emasas • y -, sa if Plywood 2 *4016 ? i 1490' 154•Ma 8./2 thro hole in cor. 42)2.8 -2.8014 2.4e/b 2•G Scabs e4. aide • ,2• T!G J1ad4 448 Poet $•40 /G" 4.8 Pott Toenail tb q /ud •/Q t toe. St emit (2) 404 Toenail I7le 8.4 ■ Qi ✓e -GIgT •'1 1 11 1935 ._ .... ....- 4 - . •.