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HomeMy WebLinkAboutPermit D97-0407 - PARKWAY SQUARE - BUILDING C EXTERIORCity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9129 Address: 16600 SOUTHCENTER PY Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: MALONBN044NT PARKWAY SQUARE - BUILDING C 16820 SOUTHCENTER PY, TUKWILA WA 98188 CAPITAL & COUNTIES USA INC. Phone: 415 421 -5100 101 CALIFORNIA ST, SUITE. 2525, SAN FRANCISCO CA 94111 JOEL YAMAUCHI Phone: 425 822 -0444 11820 NORTHUP WY #E -300, BELLEVUE WA 98005 MALONEY & BELL NW Phone: 425- 702 -8829 16310 NE 80TH ST #201, REDMOND, WA 98052 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW FACADE TO EXISITNG BUILDING. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 200,000.00. PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,293.46 r*********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** Date 13)2 _9_y OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. 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. Signature:_ .0 South: .0. East: .0 West: .0 Sewer: TUKWILA'.. Slopes: N Streams: a Print Name:__ �� J r L[. DEVELOPMENT PERMIT (206) 431 -3670 Permit No: Status: Issued: Expires: Occupancy: STORE UBC: 1994 Fire Protection: Date: g D97 -0407 ISSUED 08/28/1998 02/24/1999 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. Address 16600,SOUTHCENTER PY aua.te Tenant fype DEVPERM Parcel it: 262304- 9129.' CITY OE TI `w 997 I sired: 9 9 8 . *4 *. c k'k'�tkk•*•N.•k'*•k•k **4,41 Pe mi :: Conditions: 1 No changes. wi 1'1' e: b made to the plans unless approved by •the • Archit. ect` . or . Engiri:eer` and the Tuj.w2Ia Building t' ivis.ion. 2 .Eiee triCal per nrits :11::.e} ibt.a;ine - d thr the Wash,inaton S tate 'Division of ' haf 3 . d Y.,. d j ut h w L- 03:46d Ind ustrie s . art�� electrical . or i, ..w.i 11 pe i n ,, tp ,: �• ��� e4 by ��tl�a� ag���c: }� f 4c, �G.t~��, J :A l permits, ;i ;n nect�op tr - rds, ,and a orlav„,� d tat shall` be avail.able a e ):►a x slIrteF it i o;i to the stair ;t :o d a•r'v nd� con true .these documents are to be nrapi'>nt rne a*ay ai.l - fa ble urit.i"' t in a; i s pectione' a' ova ° • �i,� qr a y es1 ' . , ' � " 4 Ali s tr. t tiir a� uQn ret �s . speciaif',i lspected(d" (UB ` ,-- , S ec . 3,1:k r /a ) 1 ! !,. A: ` Y'` , j,^ i V ? � ' ` 1 7� 5 when 6e' c i ;a l i ri' e�ct i on i : equ•i r e'ci either th' " e: obinei�,, arahtt 4t�'.'or en9.itieer tal. i( 1-.. n .fv'`the.Tukwila'B D.ivit'`�� .oi OT ,a0pnin,t.ment' Ot the ifi',:;oecti t:.i' agene: G r oG" .i '. .1 a r: t:: - 'btu l d`i na inspection ` ` -i es of all spec l a i ;f i nspect ion r rep'or is shall be ` . , ' s` u bm i t t e'd to the Bu i l d.i na Di '�i a :•time ^1.9 -. Manne. ` u Reporr "~s h , contain a pr^. name. p n%it * nu.mber and c „ ,tv p 'e` o'r ir, e.ct ion . bei ;nq perfhrnled er f: p s. 6 Al l 4 atr'�u'r.'t'ur a) el:diting • sha' . l - l`:. be 4d ones.sbv 'W.A.B..r0 cer. ie0 wet* a nii s' Inspected M` 'S•e (U c. •306 (a)5). ' : 7 The i or, nspect shall °su bmit „,? .f.,inal signed report stating wh ther the . ii - r equ i`r m nq - spec•i,a ;. >.inspecti.ons+waz; to the bes of .the; inspector's . 1::'0:'0,w 1edg�e . in -'` with pr ' i:ap oved 'plans and spec if i Cat i�On ; ,and, th nc e appal i ca e • workmanship provisions of. the UBI:. ,, ” 8• `A1 l Construction • ; to be done in co an nformce w approved 'plans a requirements of the Unifor in Bui ldiri.`a. i, ode• (1997 :, ::4' :. Edition)•'` -.as aniended',.., Unif M echanica : °.Coide , (1 997 ; Edition) and Washington State "Energy Code (1997 Edi.t`i on) .t 9: Notify tfie ; ; : of Tukwi'l :a :• 0iv.is'ion pr,ior`t.�,. pla an ∎v `concrete. This' pro't~edurre 'is in addition'•: :tti' any requIrenrent.s . special inspection. `'i.: 10. Validity of Permit. The issuance of >a, permit or approval of plans, specifica.tions and co,mp`utations shall :..nut con- strued to be a spec if � r•.. per�m,��:, ;'Cu.r, or an appr•av�;1 : ; : ;,ut',�: any violation of any of the provision s, of .t ;he _ +bu i';lding• !' :code or of any other ordinance of the iuri`sd:itel66.;' No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11. Temporary erosion ,control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage faci 1 ities. 12. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 13. It shall be verified in writing to the City Utilites Inspector that the fire loop system for the building contains a State Department of Health approved detector double check valve assembly. This shall be done prior to the Fina l inspect ion. 14. PRIOR TO FINAL SIuNOFF APPLICANT SHALL SUBMIT STREET FRONTAL ermi G No: . D97-0407 Status: :ISSUED Applied: 12/31!1 " OL/26/: •k'k k'k k * *•k * * ** k k:•ki . .• PROPO FA• • Project Name/Tenant: (19 of t Val u Oof 0 U U struction: Site Address:l b "A U Southcenter Parkway C'ty y Tukwila, WA ���' Tax Parcel Number: 262304 - 9129 - 06 1GG8.0 Property Owner: Capital & Counties USA, Inc. Phone: (415) 421 - 5100 Street Address: City tate 101 California Street, #2525 San Francis CA Fax #: (415) 421 - 6021 Contractor: N/A 94111 Phone: Street Address: City State /Zip: Fax #: Architect: Mulvanny Partnership Architects P.S. Phone: (425) 822 - 0444 Street Address: 11820 Northup Way, #E300, Cit SSt t ip: Bellevue, WA -9 8��� Fax #• (425) 822 - 4129 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Phone : , Street Address: /7( /1).Y 7I- if. l , ! 1 1 /.: ' = 4 3 ( ) City State/Zip: , - ti_6V.ti 0; i i -//If x43cz> — Fax #: Description of work to be done: Existing use: ® Retail ® Restaurant ❑ Multi- family in Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other If yes, extent of change: (Attach additional sheet if necessary) Will there be a change of use? ❑ yes X no Will there be rack storage? ❑ yes © no Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) an No Change Building Square Feet: q existing Facade Wall Area: Area of Construction: (sq. ft.) Bldg. C = 4,3 0 0 S . F . Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF T "KWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST. FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE. FOLLOWING: (Additional reviews may be determined: by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules, Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date apilc�� c�e Dat ll-a xpl0 . q e Application (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: c. Print name: , j ,. Phone:•.:, :∎•.: ..c,_ ,. I Fax #: Address / / ti : ^ 'r, / , c: i' j // ' I' i City /State /Zip . ,/,— , .., , ,.,,,,y,:t. r . i ( , , j - ALL COMMERCIAUMULTI-FAIVIV TENANT IMPROVEMENT /ALT MUS ME SUBMITTED WITH THE FOLL TION PERMIT APPLICATIONS ING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). El ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished El ❑ Construction details El ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CT!'l:RMIT.DOC 1/29/97 January 28, 1998 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Joel Yamauchi Mulvanny Partnership Architects 11820 Northup Way, #E -300 Bellevue, WA 98005 RE: Parkway Square - Building C 16600 Southcenter Parkway, Tukwila Dear Mr: Yamauchi: The above referenced permit for a new facade has been reviewed and approved by the necessary departments. The permit is available for issuance once we receive a current copy of the contractor's Washington State Contractors License Card, address and telephone number. There is an outstanding balance of $1,391.75 owing in permit fees ($1,387.25 = building permit fee; $4.50 = state building surcharge). This balance will need to be paid at the time of permit issuance. If you should have any questions, please contact me at (206)431 -3671. Si cerely, Brenda Holt Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 3670 • Fax (206) 4313665 :: G.`�•IiSyYCJ,.� �•. �1. W��- .le�t4J'C ".J.,na .w�.��:'�.�n:. ;�Y�riv�' �':R+n'1!s .}T..h; NUMBER: D97 -0407 Original :Plan Submittal Response. to Correction Letter # DATE: 5 -19 -99 Response to Incomplete Letter evision # 1 After Permitis Issued Buil gn Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Incomplete Not Applicable Comments: TUES /THURS ROUTING: Please Route Routed by Staff APPROVALS OR CORRECTIONS: (ten days) Approved V'R- ROUTE.DOC W98 X tVIEW/ROUTINt ` P n Fire Prevention Structural n n (if routed by staff, make copy to master file and enter into Sierra) Planning Division Permit Coordinator DUE DATE: 5 -20 -99 No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 6 -17-99 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions C Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER PROJECT NAME P4RTMENT: t DrS4t LIC WORKS COMPLETE COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F ea e004 e0,4 PLAN REVIEW /ROUTING !SLIP STRU D97 -0407 PARKWAY SQUARE — BUILDING 'C' PI1Ev(ixQN DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED ! I APPROVED W/ CONDITIONS DATE CORRECTION DETERMINATION: APPROVED D APPROVED W/ CONDITIONS 1=1 DATE - \e7 J G DIVISION g CO in DATE 12 -31 -97 DUE DATE 1 -6 -98 NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE [1 NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DUE DATE 1- 20 -98 NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. 9 A.44... *****.A-.4 t.I A s 4c A Jr, * * 4 1 4 -1 `..i .'14 i.4;1•••: . 4 1 -0!) 41 0` ; '' , . -:- R 7 O 082 O - " L? !. 9I. . 7I t r oiEsK No 01,1 on CAP,ITAL ;COUNT', : ro„ •• i)ermit .i4+0 1:197.0407. Type: DEVPERM DEVELOPtiENT PEIUIIT Na: 262304-9129 - • .- . Sit Address: .166'00 SblifliCENTER PY • Total Felit.S: 2 This ilayment 4,091..75 Total ALL Pmts: 2,293„46 Alkt1 1? 1 e*t1i***it***i(**A*A***** Account Code DeSC.1^i pt iun Amount 000/322.100 , NONRES 1..387.25 000/386.904 • STATE BUTLDING SURCHARGE 4.5() • 5175 Mai /719 'TOTAL. 1391.75 • 4*A•h*:4l* ** *+474* *yk,V*'*i •k *•h * * *%1***- *A *1..A ** *-Ah***A ** * * * *•k*• * CITY: OF rrUKWILA, WA TRANSMIT ***# 4 * * *k' **d. 4k *; * *•A* It1 *4 *h 4,4,*ai *o *** 4 *AA *a•ik' 4 *le 'k. }•kfir*c i., TRANSMIT Wu R910069E3 .AroUnt 901.. ?1 12/3i/97' `1 :00 Pavmer►t'::,Method. CHECK Matation: CApI :ES in it: KJP Pr mit. ,No ° D97.0407`'. 'Type: UE.VPER -• DEVELOPMENT PE M]:T Paroel No.p ` '2t 23 Site'Addr::ess:, .i.6600 SUUTFICENTER PY rot ? F:ee.w. 2, 293 4t Thie Payment 301.71. T'at.el ALL. Pm ua .' -►01:.7] \ L)�')��nc x 1, 39l 7 *+• * * * *. ail•* **.A *aA *•*•R * *4 *1, t **a * *f'c * *A * * "*•A•kA•A•kk *4411*A *. *. *'0kA4* *ilk * *et * AGeountc, .Code L eeor.i pti on Amount 000/345...830 FLAN. CHECK '- .NE)NRE5 92.1'.71 , V/41—ad X-4% P;gject: e of Inspe tion• 1 n a Address: ) I (09)1,5 -Sc. PI . Dat Special instructions: . ..,- . '''.- Date `157n. Request r: • Phou;.—. !77.1 - 5 INSPECTION RECORD Retaina copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9 PERMIT NO. (206)431-3670 ApbroVed per applicable codes. El Corrections required prior to approval. COMMENTS: fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: • ' • Pr 'ect: S , Type of Inspectionp �I • „ J Adddress: 1 ^ U /4° 400 SC � i(nl , Date called: 0/ 2/ 2 Special instructions: 4/4 / y Date wanted: a.m. P.m. Regster: % g � K Phone: rY tI cd3 S INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: G/pia) Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project:_ I C ��2 ,T ype In pection: $4 P ev.1 ) &14o l e d : d: Addr • Special instructions: ha t g �wanC G'° 1 l . ted: idf pm Requ ster: rg l�yl n 1 JY r Jo i 7 . P[ 7 z . 5 J � 1U I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Date: / / . El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bepaid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ( Project: Q uAr� � r aKwa S Type of Inspectio � w I ha t w i Address: h. ate called: Pew 1 :Special instructions: 1 /� Qt�) C f.� Ci �. Date wanted: O ,, (( c a.m ' �7� ( 1 p.m. Requester:�e Mo ' Y d n Phone: . cell 41G-50'3-5672 INSPECTION' RECORD Retain a copy with permit INSPECTION NO. C OF TUKWILA BUILDING DIVISION 6 Southcenter Blvd, #100, Tukwila, WA 98188 Dql- o yo7 PERMIT NO. (206)431 -3670 'Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: Inspector: 41v Date: it / / x:$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be / paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 0P e e - il 4:40/4- :40/ 5/ `•4 7`y/AA), /U 4 /l_ l.- 4 re . Gf/4C10 ,-.61 0 /65t9-7e / . / 7 424t7 f' P IT , �i�7/1i- - - � / }'\ f f + T / s/ �`Te (� , ,e . li$ . p f,C /- ( x-74) ? /,o R ues,• A 4 tip Afor r -J ecct:� T f In pection: re . DaIQ 111 �/IFl �.m. Special i structions: ?MA • to ' Da e a . ., Mg R ues,• A 4 tip INSPECTION RECORD l . Retain a copy with permit INSPEITION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Apli ea her applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: pate: Pr ' TypgIn pection: 6 d- Add 1 Date called: Special instructions: Fate n d: 62t� a.m. P.m. Req er7VAS Phone: INSPECTION RECORD Retain a copy with permit , INSPECTION NO. ITV OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 VT" (206)431 -3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: P/1 - v &`a f -- Ac C/ r Q Access 7")1/01 ':• /4 ,4cH I4 rZegrue //Lcsio. c4xce-7,0 ,SoT $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr t: t" 5931am ddress Date called: Q Special i s r _. C66 Lions:. (' e ✓ Date wanted: 7# as m equester: P 3,, co 575 7303 COMMENTS: Inspe PERMIT NO. INSPECTION NO, . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 roved per applicable codes. INSITCTION RECORD' Retain a copy with permit El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Corrections required prior to approval. Date: (206)431 -3670 . e - c Type of e ection: P1 A ress: I 5 1. D Date called: D Special instructions: Date wanted: / ----s l .1, 1 a.r / 0 vi P.m. Requester, 4 . 2 434An ti Phone:4 • • NSPECTION RECORD Retain a col* with permit INSPECTION NO. ' PERMIT Na CITY OF TUKWILA BUILDING DIVISION r' 6300 Southcenter B vd, #100, Tukwila, WA 98188 (206)431-3670 Tr roved per applicable codes. 1=1 Corrections required prior to approval. COMMENTS: eitve; 12 5 -A9W07 C))/(t Acoo7 0 $47.1 0 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr.' -WI nvv` I Y. b. _ I Inction T pe spe : s Add rP s. Date lied: Special instru WO6 CO : • l / i if ( \ QA >,u Date me - ..3 77 p. ester: Phone: z-j a S-- _co 3 se0 I I INSPECTION RECORD Retain a copy with p rmit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd #100_, Tujiwija, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P/J t ,Q¢ 1 4 / 64 4 16 .. , too; F mo,c / 41 5Pe_cf C 1' (t( a -- D� L(4 (c-S oCL cZ o a 7 - S / 152, C,C77 IM )00(67€6 ? 6 1, /xf Dat1 ! 5 Ay $47.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 7• p t (A, n Type Inspe ion: '` Y "' ss ' &5? sl-St r Date called: 1 X 9 Special instructions: �/�1 , /l1 r' YV� t; 00 1 O [ fdw , / ' (OZ'S' /9/Z • Date wanted: l 19? e.„.„,..., p.m. � / ( Requester ` Phon . o X66 - •575 - • INSPECTION RECORD Retain a copy with permit 'INSPECTION NO. ;`:. CIT,Y OF TUKWILA.BUILDING DIVISION ,6300.Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. 6)431 -? 7Q, proved per applicable codes. Corrections required prior to approval. COMMENTS: pd &/"-ed3ltp, oe7ta--e6-7?6 4iz $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: roved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. :. 'CITY OF TUKWILA BUILDING DIVISION 6300 Soutlyz�Atg�B)�,dj ;04,r wJinV�b°� 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1Q- El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: E 6. Type o n� r Date called: Oa? Special ,instructions: Date wanted: a p. . 7/i) q9 Requester: Phone• 0$ 575 9303 roved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. :. 'CITY OF TUKWILA BUILDING DIVISION 6300 Soutlyz�Atg�B)�,dj ;04,r wJinV�b°� 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 1Q- El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: p •/I :f 4c. Fe s. . � ype of Inspection: "—' .3c-T 5,41 d 5c, p % 11eTam.. ) t FF - 1 cuL. r s eV _ Special instructions: _ � Date wan d:4 7 aim/ Pte Requ stet. itl Phone: r P,..-1... A t-� (A) + TN (i-o ` 7 Wet. - 7 c 7 1 &r frq G- - ( ` y .-! ���+{.� ' �kf ( � 6" WiI.�c' 1f!c a A S c1 ism. I - I- '�"�IE Y- Arc..c t I f - Project: F atre,K 'q. J� �A � ype of Inspection: "—' .3c-T 5,41 d 5c, p % Date called:/ r � s _9, (oo _ Special instructions: _ � Date wan d:4 7 aim/ Pte Requ stet. itl Phone: ✓ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. #100, Tukwila, WA 98188 0 Approved per applicable codes. corrections required prior to approval. ecAty REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: INSPECTION RECORD Retain a copy with permit . Date: PERMIT NO. (206)431 -3670 r 1 41 / 1 41, ill-H _ Type oflAbectio&m c - fr.e.... e Address: .—. , ST - 7 1 7 1 74 / 4* * Aba l0 -04 pie_ Date called: &1/47M Sp ciaLi structiR: , / _ 1,/, ____„.....44icepva . 6177 i6 is ;Al F 1 7 4 '17 ---"irp.74.4114.1:4641 Date Wanted: d'i'°/ 77 P.m. • / 07vizei . 5 b7( • ' • . • : •, INSPECTION RECORD Retain, a. copy with permit INSPECTION NO. PERMIf146: . . (206)431 • CITY OF TUKWILA BUILDING:DIVISION ,6300 So Klvd, j1 , l WA 98188 proved per applicable codes. r] Corrections required prior to approval:: -- COMMENTS: • ,totrap,oct - c-r_S 00 T•••••••• El $4 .00 REINSPECTION FEE REQUIREQ. Prior to inspect fee must be paid at 6300 Southcenter Blvd., Suite 100. Canto schedule reinspection. Date: Receipt No: " • • '" • '• . :,: • , :'Project: / ' • ` .pu Type ofJgs section v �/ C.�/ iLd „ 7 6 /lee A ... 40 00 S. Gtr #( y D ate called: W/6/419, Special instructions: • ` -� I t% Date wanted: 4 c � / / p.m. Requester: z ��� Phone: a - 575-9 503 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 3p0StJJFgntevjk1 (206)431 -3670 .,Approved per applicable codes. corrections required prior to approval. jj C� - O p/Lg . 77 � I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. I Receipt No: Date: Project,Name City of Tukwila Fire Department TURWILA FIRE DEPARTMENT FINAL.APPROVAL.FORM . 54s ,c \..) C .Address . ) kr> to St-. t Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: T)c*R33 Is) 0 Authorized Signature ( 'FINALAPP.FRM Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 0°11 -h4t4n vA Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 • Revision No. Date Received Staff Initials Date Issued Staff Initials # I 5 -1q-9 136 I Summary of Revision: G I d- rYIiSC.d . Steel ha6 beerN rcrettsvert CClumrns in GPC Magnolia 4 i - F r ar c (SI" kt1 retoc1. C� y Mahornent S Iqn &feel rem i `1D be Er rgteceived By: Ro ., r C 1; Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Staff Date Initials Issued Staff Initials I I I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: Received By: PROJECT NAME Site Address: Iti ar Py REVISION LOG PER4 T NO:. r2 .- Qc-I o Original Issue Date: 213-c9p (please print) (please print) (please print) (please print) (please print) ATr le171 AU50.-? - Date: ' — V\ 6 \1 ❑ Response to Incomplete Letter ❑ Response to Correction Letter Revision after Permit Issued *1 Summary of Revision: his KP :r Vnnc1 r'us k CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: 17 97 - Qz4 0 7 REVISION N0.1 Project Name: 1°w ?__ — Project Address: i vfih -4-i, Contact Person: 6 ,- ,„, aTv) Phone Number: /Y7 4 CM OF T,)',(4NIU\ A pp70\IED .C_, tAM 2 4 139 ,u A � Me.rt - S 1 •5„ -7" J ,90ev1 e_ ,f7 Q c ✓�✓r /.5 - 1 vvt Sheet Number(s) .4-// 7 / v t i o w / Ay, y, crept, "Cloud" or highlight all areas if revisions and date revisions. Submitted to City of Tukwila Permit Center 36LCAL-* V Entered in Sierra on E'I'"I �J RECEIVED CITY OF TUKWILA PERMIT CENTER MAY 1 9, 1999 - 't` •J 3/4/99 May 19, 2000 Dear Mr. Yamauchi: Sincerely, Bill Rambo Permit Technician City of Tukwila Department of Community Development Joel Yamauchi 11820 Northup Way #E -300 Bellevue Wa 98005 RE: Permit Status D97 -0407 16600 Southcenter Pky In reviewing our current permit files, it appears that your permit for the construction of a new facade, issued on August 28, 1998, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206) 433 -7165 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. (-3) Nc&v,S- c r Xc: Permit File No, D97 -0407 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206-431-3665 March 1, 1999 Keir Dylan Vondruska Project Manager Mulvanny Partnership 11820 Northup Wy, #E-300 Bellevue, WA 98005. City of Tukwila Department of Community Development RE: Request for Extension - Parkway Square, Building 16600 Southcenter Py Dear Mr. Vondruska: This letter is in response to your written request for an extension to Permit No. D97-0407 for the construction of a new facade to the existing building. The City of Tukwila Building Division will be extending your permit through August 24, 1999. Please be advised that this will be the only extension granted for this project. If you should have any questions, please contact our office at (206)431-3670. Sincerely, t. 11, Duane Gnffin,'. Building Offic?al DG/bh File: Permit No. D97-0407 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 MULVA ARCHITECTSO Sincerely, MULVANNY PARTNERSHIP, P.S. Keir Dylan Vondruska Project Manager KDV/KDV 11820 Northup Way #E300 Bellevue, WA 98005 February 19, 1999 Mr. Duane Griffin City of Tukwila 6300 South Center Blvd. • Tulcwila, WA 98188 Re: Permit # D 97-0407 Parkway Square Dear Mr. Griffin: In reference to the above-mentioned project, Mulvanny Architects is requesting an extension of the permit. The reason for the extention stems from an REA or Reciprocal Easement Agreement the landlord has in place with Toys —R —Us, an anchor tenant in this mall. This agreement prevents any construction from October 1st to the end of the holiday season. The permit was picked up on August 28, 1998. 'The construction schedule is 3 —4 months, as you can see the conflict exists between the construction schedule and the REA. Please consider an extension to permit #D97-0407, we feel this is a solid project for our client as well as the City of Tukwila. We are ready for construction at this time and are working out some minor details before we begin construction. Hence the need for the extension. Thank you for your consideration to this matter. latfr ukc, -Y1.4)/) ,14; 2 46/7q, 0: • • ••'; • . • , ••, • • • • • . . , JUN-29-1999 15:46 KM. Maw caw b 'gowns:At DATE: June 29, 1999 TO: Mr. Ray Codcerharn City of Tukwila Building Dept FROM: Fax Cover Sheet d9740f4 Joe Maw KM.. Maw • Parkway Square Keir Vondniska Lonnie Morgan ar,14.-040(0 DS p. PHONE: (206) 431-3670 FAX: (206) 431-3685 PHONE: (206).6247146 FAX: (206) 233-9271 97-40 FAX: . (425) 822-4129 FAX,: (206) 5754304 Number of pages including cover sheet: Message Dear Mr. Cockerham: Enclosed are revised framing details SK-1C4¼ SK-2CA, SK-3CA for the above named • project for your review. Please call if you have any questions. • . . Central Building 810 Third Avenue Seatik, Washington 98104 (206) 624-7146 V 'NS IFS 'ON Dior 66- - 9 '3.1.70 Nv a 14D1 =C13N9143Q' Zl3NalO NNIWV21. "c4 ...U. '31111 F ssNIa BNdnOs Adm >Ntrd :173roNci NV lot 9 1L-P ( 'vm Ttua3s 614 auras '2nrraa 0111C .ore 101419141 stairmetia, SALVIWS517' Rww.74 JUN-29-1999 15:47 EXISTING BEAM • 5/8 PLYLIZOCP, TY 2X6 /BLOCKING 16-ci TOE NAIL fiS" OC EXISTING 3/4" PLYWOOD 2X CONT. . , 2-16c1 NAILS EA2X6.— .435 4XISTING TRUSS KM. MAW ASSOCIATES CONSIALTING alraINIUM 810 3 AVINUE, SUITE 4140 SEATTLE, .WA 98Ie4 (204).62441146 EXSITING TRUSS TO REMAIN PROJECT: PARKWAY SQUARE •eUILDINGS C 4 A TITLE: 2)4; Ai EXISTING STRUCTURE SALE s 3/4" * ILO" 1 EXPIRES 10/24/15e6 J 6-29-99 DESIGNED: ICI 'PRAWN: AN DAME: re, -22.33 NO -40 - I CA JUN -29 -1999 15 47 K.M. MAW, P. E. ; r. 2x6 SLOCICING,TYP. •KM.; HAW ASSOCIATES CfaMeTING ante 810 3RD AVENUE, SUITE 640 WAVLE, WA Sb104 (206) 634 -1I4 4 -16 -D TOE NAIL EA END TITLE: FASCIA LEDGER DETAIL SCALE: 3/4 " =1' -0" 3 -I6 -0 NAILS TO EA STUDS EXPIRES: 1 O/24/Z90 0 6 -2' -99 PROJECT: SQUARE fGNED: KT'f SUILDII�tC�S C E A "�DES! A N PATE: -22 -39 JOB NO: 91-40 514T: SK-264 t. TOTAL P. •••■••••••••••••■,••■ . 71.11.1 STRUCTURAL DESIGN HEE DATE: : JOB LIN K 00E) • • STRUCTURAL ENG.I.NEFI \- PRO•JECT. ; ',CENTRAL OUILDING ' — ; • SHEET NO. SEATTLE,, WASHINGTON: 9S104 , : ...•: , • 624-714q LOCATION . Pl-,EQK • • „ , •: . „ , • , , ' ,M '1 . 'r"' t"4" " 'n"".. • atf*WIMMitt1.30*"..*NaMtri.",4 • ' ' / Oxf6 3 . c, 6,0/76/ 77 /r1 .gc// t .1 6 4/ /e/a 62(17 V.-)6,4s cAle dez(ofve,-() /(1 42:) oc5 = s • /c ZO x 2 7- -5.66 ‚ Z s -eg-tc, _/ a d /k/I4Ke 6 Gui 7 AI //c-te6P VII 0 - 1 01 rECTIVCD erre c)..1'11);.(V,PLA E C :3 �97 CZ,NTER K M (JOE) MAW. P E STRUCTURAL ENGINEER CEll7?Aa .BUILDINU:'` SEATTLE, WASHINGTON ` :81O4 .: - 6247146 ,. SECEIVEI) CITY OF TUT VII-1 x' )97 City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director TRANSMITTED VIA FAX (425)822 -4129 Joel Yamauchi • Mulvanny Partnership Architects, P.S. 11820 Northup Way, Suite E300 Bellevue, WA 98005 Dear Joel: Per your request, the following are the outstanding fees associated with Parkway Square, Building A, located at 16600 Southcenter Parkway, Tukwila. Total $ 1,391.75 The following are the outstanding fees associated with Parkway Square, Building C, located at 16600 Southcenter Parkway, Tukwila Building Permit Fee $ 1,387.25 State Building Surcharge 4.50 Total $ 1,391.75 If you should have any questions, please feel free to contact myself at (206)431 -3671 or Kelcie Peterson at (206)431 -3672. Sincerely, Parkway Square, Building A - Permit No. D97-0406 Parkway Square, Building C - Permit No. D97 -0407 Building Permit Fee $ 1,387.25 State Building Surcharge 4.50 teithL-14-tt Brenda Holt Permit Technician xc; Permit File No. D97 -0406 and D97 -0407 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431,3670 • Fay (206) 431-3665 REGISTERED AS PROVIDED BY LAW AS. CONST CONT GENERAL REGIST..# EXP. DATE. CCO1 MALONBN044NT,10 /31/1998 EFFECTIVE DATE 08/30/1996 MALONEY & BELL NW GEN CONT INC 16310 NE 80TH ST . STE 201 REDMOND WA. 98052 Signature Issued by DEPARI'IvIENT OF LABOR AND INDUSTRIES ti 3 0 C) a 0 vi 5 8 U TS -1 WILDING C Parkway Squ Capital c: Counties US& ][nc= BUILDING C Tukwila Wa= VICINITY MAP INDEX OF DRAWI GENERAL NOTE'S - - SEE EXISTING SITE SURVEY FOR LEGAL DESCRIPTION '.. ARCHITECTURAL REFERENCE ONLY) 4 DETAILS t ELEVATION PLAN t DETAILS S d DETAILS I. PRE -c. R O O Sr�RI,YnOSN IOC AND ARCHITECT TO 2 ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE Loc., AND ORDINANCE. (SEE SITE AND WILDING STATISTICS) S. ALL FEES, PERMITS, APPROVALS, INSPECTIONS, ETC., SHALL CONTRACTOR OF T TRADES. OWNER SHALL W RE:�PONSIBLE T 4, PROVIDE TEMPORARY SITE TRAFFIC CONTROL DURING CONSTRUCTION FENCE OW AREAS AND MODIFY TRAFFIC CIRCUATION. ' 5, GENERAL ELEVATIONS AN LOG VI5.7' JOB 511E AND VERIFY GRAD EL £JATONS AND LOCATION Of ALL EXISTING SITE ARCHITECT IMMEDIATELY OF OB571RUGTIONS AND DIMENSIONAL . CONDITIONS PRIOR TO PROCr'�INS ROUTE WORK. -i. WE EXISTING'..COSTRUCTION 15 REMOVED OR DISMANTLE', E ADJACENT FINISHES I. .E6 NOTED OTHERWISE B. DESIGN/BALD ELECTRICAL, MECHANICAL PUJMBINS, ANIDIFIRE 15 R EDD PRIOR To START]. STATE, AND FEDERAL CODES, STANDARDS FILE COPY understand I unde that the Plan Check approvals are of ert to errors a t ntlomissions an oe L Inns does not authdrize the violation of a, ,opted code or ordlnanca. fteceiDt of con- tractor's coPY o [Proved ansacknowled9 B � � C�/}C' ZG - 9S Date I %el rod No T54 nTIE SEER 5P LANID SURVEY (FOR 5D SITE PLAN M ENI PLANS A - 2 REFLECTED CEILING A - EXTERIOR ELEVA TON A-4' WILDING SECnO5 EE THE RESPONSIBILITY OF TIE SUB - FOR THE ACTUAL BUILDING PERMIT FEE. USE APPROVED POKING To ALL FIELD CONDITIONS. UTILITIES NOTIFY OWNER/ DISGREPANICIES WITH EXISTING PATCH AND REPAIR AS REO'D TO MATCH PROTECTION SUB- CONTRA'AT WORKS wcPARATE PEAWAHY a [REQUIRED FOP$ �IMECHANICAL ELECTRICAL >vPL n I.r,', K C 1 :'' ... `d .. - WAY/2 4 1 A "- � T g: EXISTING DRAWINGS FOR REFERENCE ONLY ABBREVIATIONS LEGEND OF SYMBOLS PROJECT DIRECTORY ACOLE ADJ ALUM MOD. APPROx BD. BLDG. BLIC ELK'.. BM. ED T. ETYR CO G.I. CLIP. CL O. CNN/ COL. CONC. CONS. CON= l.ON1R. G.T. D E L DTL VP. D5. 12.. EA E.IFS. ELEV. ETC. ALE EQ. ACOUSTICAL AD-LISTABLE, ADJACENT ALUNRN/M ANODIZED APPROXIMATE BOARD BALDING BLOCK EL... BEAM BOTTOM EMMEN' LATCH BA5IN CASs IRON CAST IN PLACE 'DENIER LINE, CLEAR CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CONSTRICTION CONTRACTOR .RW0 TILE DOUBLE AIN I!: SYSTEM EXTERIOR UAJLATION 4 FINISH SYSTEM ELEVATION, ELEVATOR flECTRCAL ENICLOSNliRE EQUAL Mi. EXHAUST EXIST. EXISTING EXP. EXPANSION EMco. . EXTERIOR FD. FLOOR DRAIN FDN FCUIDATION FF FACTORY FINISH FHS FLAT HEAD SCR6N FL. FLOOR F.ID RIRNISHED 4 INSTALLED BY oW ER F.RPP. FIBER REINFORCED PLASTIC P ANE'S) FTC. FOOTING GA GAUSS GALL. 6ALVA .W?ED 6.1. 6ALVANIgT7 IRON 64., GYPSUM LATH PLA.PTER G. GYPSUM WALLBOARD, O HB. HOSE SE EI BOARD HC. HANDICAPPED H.M. HOLLOW METAL 140E02. HORIZONTAL HT. HEIGHT KM HEATS INSUL INSULATION JTJJTS. JOINT,JOINTS L. LONG, LENGTH LAM. LAMINATE, LAMINATED L.F. LINEAR FOOT, LINEAL FOOT L. LIQUID LTJIT. LIGHT HEIGHT MAN. MASONRY MAX MAXIMUM MSS. METAL WILDING SUPPLIER NECFN. MECHANICAL MEZZ. MEZZANINE MT. MFG. hPR MH. MIN MISC. MO. MA MILL MTD.. M TG. N.I.C. NOV . NTS. O A 0.c. OH. OP'6. DPP. FM PER R [. PL. FIAWAM. PLYVID. PLED. PNL PR PROD. PRV PT. O.T. QTR R RD. R.L. RECD. REF. REIN[. METAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MULLION TED MOUNTED MOUNTING NOT IN CONTRACT NOMINAL NOT TO SCALE OVER ALL ON CENTER. OVERHEAD OPENING OPPOSITE PARTITION PERPENDICULAR PLATE, LIRE ROW ATT E PLASTID P LAMIN PLYWOOD PLUMBING PANEL, PANELING PAIR PRO,EGT PRESSURE REDUCNG VALVE POINT QUARRY TILE MAR RADIUS ROOF DRAIN RAIN LEADER RECEIVED REFRIGERATOR REINFORCING REQb. RA. SQL. S.G. SET. SIM. SID. 5.0.1.C. SPEOD. 50. 55. 5ST 57D. 5 n. STRICT. E15P. SYS. T TEL TEL. TEMP. 746 TG. 1YP. UTIL. BO. V • WO 1.14. W.P. wR WT. NAM. NNE. YD. Few.," ROUSH OPERIN6 SCHEDULE SOLID GO = T SIMILAR SUPPLIED d INSTALLED ET' OWNER SUPPLIED BY OVNBR INSTALLED BY CONTRACTOR SPEOFIED SQUIRREL SERVICE SINK, SANITARY SELLER STAINLESS 5TH STANDARD STEEL STRUCTURE, STRUCTURAL 5P 51HRDEb SYSTEM TREAD, TOP TO TELEPHONE EPHONE OM TEMPERED. TONGUE t GROOVE TEMPERED 6L,4% VW. UTILITY UNIFORM WNG CODE WITHOUT WINDOW WATERPROOF WATER RESISTANT WEIGHT LADED WIRE MESH WELDED WIRE FABRIC YARD DRAIN NORTH ARROW DETAIL Q --- DETAIL mum= .-- ET xTIEIa DRAxN WALL SECTION IL IoENrIFICATIaN �_ DEU 278 • O -- sB ET %HERE DRAW BU 1 LD I NG SECT 1 ON DETAIL IDENTIFICATICN DOOR MARK Doc N moE - REFEa T O sclffDUIE 4 W INDOW MARK ‘ 4 , .., SCREEN /LOUVER MARK R OOM MARK woI xu ~ �RIXLI ?USER 9 COLUMN GRID — { / A � j \J 'WORK; CONTROL DIMENSION INCAN DES C ENT � � LIG HT F 1 XTURES CEILING MOUNTED wA<L � 7 FLUORESCENT L I GHT FIXTURES Ass F CcEUIe_ SUPPLY DIEM. EXHAUST OR RETURN REGISTER SPEAKER SW. DETECTOR EXIT SI. S RRIEUER IcAD s PliileaeR LEAD 15.1 crFSUI ens OVAER: AFGHITEG7: STRUCTURAL:' '... CAPITAL 4 COUNTIES, USA INC. 101 CALIFORNIA, SUITE 2525 SAN FRANCISCO, GA 94111 PH: (415) 4 21 -5100 MULVANNY PARTNERSHIP ARCHITECTS PS. 1 1820 NORTTNP WAY, SUITE E-300 EE LEVUE, WA 98005 IR CONTACT: KE VONDRUSKA TEL: (425) 822 -0444 FAX: ( ) 8122.4129 425 KM. -MAW CONSULTING 1.61.E. CENNTRAL BUILD!. 810 THIRD AVENUE SEATTLE, WA 98104 TEL: (206) 8247146 ■/�■ ®� ® SCOPE O F WORK PROJECT 15 A FACADE RENOVATION OF AN EXISTING SHOPPING CENTER W/ E.I.FS. OVER WOOD STUD O 24' O.C. EXTENT OF WORK UNDER THIS PERMIT ENTAILS PARTIAL DEMOLITION 4 RECON5W. )G11ON OF EXISTING CANOPY, NBN ROOFING W OVERLAPPING JOINTS O EXISTING CONDITIONS- NEW STRICTURE 4 PROJECT FACADE ENCOMPASSES WILDING A 4 G ONLY '.. A Ix NASOrwr EN ae L£NTERLUNE of i TTAiURE. BALL GRADE ELEVATION ON 0 CO C BETE _,__... °' " "' EARTH Elii va ...TER a LATI I= AS CM CR � / % � ® v LrROm '.. 4 RIGID INSULATION N eATr IlauurlDN MN w �� NEW FINISH GRADE 9� 0 YE,-- EXISTING ORAm REVISION ® S MAI - PROPERTY LINE 0 III CODE D AT I (1 WI PL I n I 1 FACADE MALL AREA: V -N ��V ,, . f ®v ��I,1 `d ei ��r V ! CONSTRUCTION TYPE: TYPE II - W) EXISTING SPRINKLERS EXISTING WILDING AREA 15 FULLY SPRINKLERED- NO CHANGE ' .SEISMIC ZONE: 5 NO WILDING AREA OR OCCUPANT LOAD HAS BEEN ADDED OR REVISED TO MGM''S WILDING - NO CHANGE IN OCCUPANCY G ROWNSE TENANT FACADE LENGTH O WILDING A = 144 + 55' = 200' + 1 0' = 210M pV O WILDING G = 202- " 6 + 55'-6 + ICY + 10 = 27T' -6' ,. < - WILDING FACADE HEIGHT - WILDING A = 21' -8 "t S PARAPET HEIG IS MOIA,t)5TI70YN PER < DESIEN - WILDING G = 22' -8 °t REVIEN- SEE ELEVATIONS 1 __..._ NOLO 110 ER on w atom. ®i FINISHED ROOD PLED AWUSTICAL TILE S TEEL ® 7% ALwINw .F.s. • t sxEET WERE IMAM S HEET WERE ORAw FENCE QS - -* 4 ' - X - — _ O 2 N —� F I N I S H E D ®. / J CONTOURS • n +'A - OR DATUM 001 NT 0 C) a 0 vi 5 8 U TS -1 WILDING C J. +�r••rvri 3,10, if k p••••a 1•e S•Olw+i•f 0 /Aypaa! 4t9 firre•Lvr .1e• 7a •we 95 6'Lree c +a L I J /OD 1'e - w�_ e_ e O • Bee{D' C 4 el-Carey ittf.re seRrr. t ae Arc. Zit - • N0.1 -WO' 611.05' NORretow P eeK1P • 77 AY...1a•N Fines mew 8etd 4ree ,.- 4 -O a C rib V a4eAwr0 Auer Yee 560.46" Fier Lew &Gee r Ares N8le 45'$SW 614.57' S .lArr brig Wirer Oar *A[M. - BWLD /N6 t . 6 ` tt Y l t fi I - - i A SPNAL 7r_- r +re.• ace Sl r d. w 9 0 . 0 3 ' 1 .-' S.. fii+r•efee) 41 tow C.cs� Pe AAA Lw e?9"Lt -ff a a',, 4'89 43' Lp°N 649.5.' t .entay t_ Srw.•.4.7roe. . - . . ;,,R. - Aa rt- ekee ,e,. •r+ena0 /DOG3l1 r +• Air 11,Yese4s, Wire_ AI 2U, DrM6 B t..0. 07 erV SrYIRA7K C P[TzreR D 5•L - • PARCE4 dd PARCEL 32l PARCEL I2' •• •r' . .. ._. r.- r.._,+ r: '- .IRj- .....-'-- -�•- r- _....5;.: `••.-:.•.: 1;-r'Y.•ia�..�..t'n� --vet N NWY4. SSC. 1 G r13N„R4FN.N. . R/Ne CDUdry' WASH • t A LEGAL DESCRIPTION • Parcels III.. and IT of Boundary Line AdJust,ent Nu. BLA -3.79 recorded under Recording Yo. 7904180861.: being a revision of Short Plat No. 77 -SI recorded under Recording No 771013063 Records of King County. being a short plat of that portion of the Southeast. 1/4 Of the Northwest 1/4 of Section 26. Township 23 North. Range 4 East, Y.M., in King' County. Washington; described as follows: beginning at the mooumented intersection of the centerlines. of Southcenter Parkway (57th Avenue So.) and Strander Boulevard (So. 164th Street): thence South 89'4S'SB. East along the monumented centerlioe of said Strander Blvd. a distance of 32S.0S feet; South 0 East parallel with the monumented east line of said subdivision a distant& -• of 30.00 feet' to an Intersection' with the South margin of said Strander Blvd. and the tru point of begtnatng of the heeetn'described tract; thence. continuing South 0'25'58' East 0 .�: distance of 200.00 feet. thence South 89•45'S8' East parallel vtth said centerline of . •, Strander blvd.. a distance of 350.00 feet to the monument east line of said subdivision; . thence South 0.26'68 East along sold out line a distance of 1093.20 feet' to the monu•' mented south said of 626.81 feet to the east margin nu of �. said Southcectar Parkway; thence North 0'57'48" Vest along told east margin • distance of 1241.11S feet to a point of curve; thence Northerly and Easter17 along the arc of. • curve to the right. said curve having a radius of 50.08 feet through • centraT'.angle o/ 91•01'SO' a distance of 79.58 feet to the south margin of said Strander Blvd.; thence SWth- B9.45'SB'.East along said South margin a distance of 237.72 feet•to the true poi of beginning. �. The aforementioned eooa00ntatton established by the City of Tukwila under L.E.O. Mo.'13 Contract Ni. 2 -68. Sheet 1 of 19. Street Plan and Profile. EXCEPT the Vest/ feet of said Parcels 3 and 4 dedicated 'to the City of. Tukwila by,tnstnsn .ment recorded under Auditor's File No. 7912050783. 1 hereby Certify to RAYOEf ISLAND. INC. that'. this Plan has been compiled from a survey actually made on the ground under my supervision on October 13. 1980. LAND TITLE SURVEY ::.. PARKWAY SQUARE • 16800 SOUTHGENTER PARKWAY TUKWILA a ' WASHINGTON . • SCALE r 30. OCTOBER 30, 1990 - D97 -0407 MAY 2 4 19 04576M LA loY t 9 1999 PERMIT CENTER i P¢g irreherng _ •. `•� enpawm�mwwwmaNaM.rtan, V�wlaCa} ►a /JrIa.J 790.36 .. •1 :A h. A'+ { ..� • rT :1Y 1 ..�•�.. -.: �.6'.�`.. w'�1, :.Y .•t 1 ' „t,�N •. :4 .1K i, L � � - - i=� ia.nT,ac ci.''slory 'FOR •� BJFERENCE ONLY i V S I rS D-2 LDING G Parkwa.y Squ—a,re mu Lvii-n nY PaRTflERSH I p A PROFESSIONAL SERVICE CORPORATION Jerry Quinn Lee • Mitchell C. Smith • Ronald L. Maddox 11820 Northup Way . E300, Bellevue, WA 98005 (125)822-0444 FAX (125)822 1129 SUBMIITED FOR WI PPROVAL WV AINEMENV' • z:.-,--_,7,00:5-„a------ ----- ,_15_„ CAPITAL COUNTI ES USA, INC. SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 4-- OIAINER/TENANT/BID CORR ECTIONS BUILDING PERMIT CORRECTIONS , „ 4 0 , --It. -99 CONSTRUCTION DRAWINGS , AS DRAWINGS A FROJEOT NO. ci5-O71 CS 6 4 p C) r Fir LI _ 116, NEW& 4 I ' Ffrl 8 SP, 1 SOUTH CENTER PARKWAY 6 492'4' ) PROJECT MGR.: KDV DRAWN KDV CHECKED BY: KDV Z CO or -I 0 ▪ " 0 - n Ch C) 0 m Cs 0 0 Cs CI 2 C _ PLOTTED DATE: ® .02N1.5 H.1.4391 Hinos nit G ar ay S �7l l uae 11 r M U L V ft f l f l y P ER T f 1 E R S H I P A R C H I T E C T S PROFESSIONAL SERVICE CORPORATION Jerry Quinn Lee • Mitchell C. Smith • Ronald L Maddox 11820 Northup Way +E300, Bellevue, WA 98005 (925)822 -0499 FAX (925)822 -4129 SUBMITTED FOR OWNER/TENANT APPROVAL BMTED FR BLDING PERMIT 3 -I5 -99 511 BMITTEITD FOOR BUIID CAPITAL * COUNTIES USA, INC. SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 4 -16-95 ONNER/TENANT /BID CORRECTIONS AIM BUILDING PERMIT CORRECTIONS Am CONSTRUCTION DRANINBS AS DRANIN65 MI PROJECT NO. 95 -0 ill VENNI ENLARGED PLANS S DETAILS AN En PROJECT MGR.: KDV DRAWN BY: KPV 5' -0° 3' -0° CHECKED BY: KDV 3' -0" Mulvonny Partnershi a :AI eg is re ed. No part f this r sery o ©apo�ment m pe P ro, �� , "Y.rarm o� y oa _mea�e A -2 BUILDING C r _��P_ _�� � 5 L ,lrl~�V��Y� ��� - M U L V ft f l f 1 Y PERT fl E R S H I P A R C H I T E C T S >s ar[ss Dent stet e[ [oseo AAiloe Jerry Quinn Lee • Mitchell C. Smith • Ronald L. Maddox 11820 Nolthup Way #E300, Bellevue, WA 98005 (925)822 -0499 FAX (925)822 -4129 SUBMITTED FOR OWNERrTENANT APPROVAL ice �P. ITTED - UBM FOR BUILDING PERMIT 3 -IS -99 SUBMITTED FORBID CAPITAL ✓ COUNTIES USA, INC. SOUTHCENTER PARKWAY TUKWILA, WASHINGTON OWNER eNANraIDCORRecno s BUILDING PERMIT CORRECTIONS A 4-16,, GONSTRUGTION DRANIIN65 AS BUILT PRANIN65 PROJECT NO. .15 —O7I.15-071c. REFLECTED CEILING PLAN A DETAILS Kr, JEGT MGR.: K • 411111111111=111111L. NI11111111=1111151 :rn © d 'Mgt t Po may be r produce r :NI rig is ro�served. °a r ° port n of this ocumen In v form b means m t r r X ° � Parkway - _ ma IIIMIN1111111111•111111M11111W W r 0 FROJEOT NO. .15 - O - 11c CAPITAL * COUNTIES USA, INC. SOUTHCENTER PARKWAY TUKWILA, WASHINGTON J 1 0 rn EXTERIOR ELEVATIONS ParkwaY Squat N IULVftl nY PfRTf1ERSH I P A R C H I T E C T S PROFESSIONAL SERVICE CORPORATION Jerry Quinn Lee • Mitchell C. Smith • Ronald L Maddox 11820 Northup Way •E300, Bellevue, WA 98005 (925)822 -0999 FAX (925)822 -9129 IK) PROJECT MGR KDV UBMITTED - FOR 0 NER/TENANT AF SUBMITTED FOR BUILD; PERMIT 3 15 99 SUBMITTED FOR BID OWNER/TENANT/BID CORRECTIONS BUUILDIN6 PERMIT CORRECTIONS 4 -16 -99 CON STRUCTION DRAWIN65 A5 -BUILT DRAW! 65 DRAWN BY: KDV ROVAL A a a d a MATCH LIN CHECKED PLOTTED DATE ED i ® AWNING SCALE: 1•=1' -0" +22'-8" BLDG C / +21 -6" BLDG A -, SECTION DEPM BO,. OF AR4ING +23' -8° BLDG G r� X22-8" BLDG A � O E.I.F.S. ACCENT SCALE: 3/8° = BASE OF COLUMN SALE: 3/4" = I' -0" TYP 2-4" 0" SECTION ELEVATION VIEW ktF FL TYP, EIFS -ALL SIDE3 TYP. CONC. BELOW EIFS ABOVE PLY.. J 6X6 IS SEE STRUC. ALE: 3/4' = I' -0' SASE OF COLUMN DECORATIVE COLUMN GAP 'RAISED" PARAPET O COLUMNS NEW EIFS DECORATIVE EIFS ACCENT SEE REVEAL TYP. DECORATIVE COLUMN CAP AWNING EIFS PLAN DEMENSION /\/QI�/\ TYP I GAL COLUMN/BASE �' SCALE: I -1/2" SEE ELEVATIONS I I I I II�NI �� i , Illt iMEIMI REVEALS 2'. ®5IM 3/4 CHAMFER NP. CONC. BASE PLAN VIEW SECTION VIEW ® TYPICAL ROOF SCALE: 3' = 1' -0' PARAPET DECORATIVE ELEMENTS ()PARAPET SCALE: -I/2' = 1' -0' SECTION VIEW 3/4° �`q at:w'J.'...s:•:• w•:A!:! __� ''i'�'w''Jii!ilJ::;4�:�: m 6X6 TS - SEE STRUC. II UV 2X6 FRAMING CONC. BASE BELOW BUILT UP ROOFING - VERIFY INTERFACE W/ EXSITNG ROOFING TO AVOID VOIDING ROOFING WARRANTY ROOF .EATHING AIR SPACE - AS REQUIRED INSULATION - ONLY AS REQUIRED 2. ROOF JOISTS • 24 OL. - 5EE STRUCTURAL. Y ;3/ CHAMFER TYP. TYPICAL CORNER COLUMN /SASE I 0 1' -0• PLAN VIEW TYPICAL CORNER CO LUMN /BASE 13 SCALE: I -1/2' = FLAN VIEW O TYPICAL WALL SCALE: 6' = I, VERIFY CONFIG. OF EXIST PARAPET BEYOUND NEW WILT UP ROOF OVER EXISTING ROOF-LAP 18' OVER EDGE - MIN CUT ROOF - LH .15T. STRJP F LAP NEV. 1 FACADE ROOFING OVER EXSTTNG ROOFING 18° MM ALE: 3/4' = I' -0° M1I CANOPY ROOF NOTE: CALL p RRRppO�OFING DETAILS TO BE ROOFING�LOE NH OW CONSULT. RAYWETIERNOLT, AThSECTION _4 SCALE: CORNER NEW ROOFING ggt VERIFY EXTENT OF REMOVAL OF EXIST ROOF SIDE COVERING (WHERE OCCURS) SEE STRUCT. FOR CUTTING OF EXIST TRUSS 4 NEW ROOF FRAMING SE SECT FOR V ENTING SEE 9D -2 FOR FIRE STOP LOCATIONS BLDG A ROOF SIM COPING / CORNICE SCALE: 1 -1/2' = I' -0• EX5 ' T TO REMAIN 9'-3 3/4" TO WALL EXSIT SOFFIT TO REMAIN REMOVE EXIST DOWNSPOUT LIGHT FOX - OAP CONNECTION TO STORM DRAIN 2 5/8> TOP LINE ()BOTTOM LINE SCALE: I° = I' -0• SHEATHING TO 9' -3 3/4" FACE OF EXISTING CANOPY FRAME 4 GLB ISTING TS. COLUMN AtXd7 LEDGER TO REMAIN EXISTING PROVIDE NEW CANT AS REQUIRED NBW ROOFING EXTEND BASE PLY LP 4 OVER PARAPET, TYP 1 2X6. 24 0.C. 10' -0" VERIFY EXSIT SPRI PROVIDE NEWSPRI fEAD A5 REQUI FIRE DEPT. TOOT PAVING TO BE SAWCUT 11 1/8" ZONTAL REVEAL 14'-6" GUTTER 4 FA501A TO BE DEMOED TOP OF FLOOR SLAB /3 t0'4" V D97 -0407 // NEW GLULAM BEAM / SEE STRUC. TOP OF NEW BEAM BOTTOM NEW 50FFIT ,g REMOVE EXIST CANOPY FASCIA AS SHOWN DASHED COLUMN FACADE WALL SECTION VIEW BOTTOM OW SOFFIT, 6X6 TS -SEE STRUC, INOTE: AWNING NOT 0/000 FOR CLARITY HECENED CITY OF TUNWIIA i..� 1 0 6 0 z I- I) w -) 0 0 0 a U c� Y UJ a W Z LLJ o Z U LJ � U J H- RI = 0 (n 0 A -4 \ TYPIGAt. , u11 -T 1� FIWb- 2XISTN[ Ra7R b AYOICJ WIG Wv�CaJ F 54tEA HNE AS fZ " \ i \try - iu5UL.A.- ioN-aNL> K ti A > o / 11 / / \ / \ / \ / ! it ax lo - KoOF -bid TR ' G.- °..Sim TYI°ICAL- Roc o n ('.tc11 '11eN ) (PLAN VIEW) \ i 1 - or- I✓Pt0/k0e (SECTION 'W) Fits( TKIIx KEMAlt4 - FFIt N . a MXJP, FLYNp - .(cs.ME vtC.T) _Y.a. Get. -- DEGOKA'nvg x1ENr 0 •s e. ml.. a sln— 8EE SI &tY A OE "MACK • a+ANri.- n !SECTION vieJ'.I) a3'k ¢xlsT. rss . NEW F=acAOS \ \\ 1R6.TE, 1•!P/Qwr " ftGGMG EINI.FisrOs9m. NEW 6 "-A"I - 6�TT. NEN au LAM RENJOKE EXIST cmorY .'rAciA MOWN TE MEfALWaRI� / � +OEE ELEV. .C; - See IGT ANNING kir 5101.1N WK _0 k3 /A.5 j3oTToM of FACADE 12 1' cseop o, v (5ecTi 4 m ++) ANND{& 13 - ," (,ECnoN'V J LINE OF Exists WALK � TYPICAL COLUMN /t3ASE (/ I- 1(2.YI' O SPRtQ 14 SPRtZE funn viwr II 7 ,!f�I..oPE.. T yr � P IM.OfN(a I III NG�Ii FKPDE aN ) LEXIST7 N O GOO t 'NeI^1 tCbPINo crt- .N VI.N) 10 3 G'o , RN ( NSW I" r, ) At 1 4 LJP vapeP'f �NFI" OF XrcTt olt1� � N!^IJ •uu,r-UP '.. 'IN FarlsTT wRs N OUT �TAA�ND11,7 PIP EYN9111.16. zasciPo 10 "Nlf: STRK.T. FOR SIGN CONNECT. O T.S. I- I/2' =P -0" TYPICAL CORNER JPN 28 1998 1301..01,1G ONj$10N ECEIVED CITY R OF TUKWIL4 pEC 3 1 iS37 PERMIT CENTER SPAR SPAt D97 -0407 : muuuuu 111111.1111111 1111111111111111111111111111 SEE ARCHITECTURAL DRAWINGS FOR EXISITING WALKWAY EDGES, TYP Lri 11111111111111111111111111 1111111111111111111111111111 11111111111111 BUILDING C FOUNDATION PLAN 3/32 " =I' -0" TY 11111111111111mmmmmm mmmmmmmmm ®1un1u111 11111111111111 1111111 D97 -0407 _EXPIRES 10/, , FlECENED CITY of TUKW (0; i 1,3 '` SS , �43 -5- PERMi1'ya.�- -23-58 3 -II -SE 12 -31 -` ,1 z 0 W 0 n_ 0 01 U N cd C cd s - � v � W z z BUILDING C ST -40 5 I 21 melmailinnum , SEE ARCHITECTURAL DRAWINGS FOR EXISITING WALKJIJAY EDGES, TYP 1/6x2I 5 ;21 7 iI• 1 j /2" PLYWOOD OVE 2x6 24" 0.C., TY 1111.01111 , L 1111111111111 11111111111 i 5 VS I 5UILDING FRAMING FLAN 3/32". l'-0" • ttia OR Q 111111111111 IBMIIIIIBBIBI ( lA FOR DIBL 4x4x1r4 CONNECTION, SEE DETAILS 6/63, II/S3 OR 12/53 WHERE A=5LE, TYP. DBL 4x4x 11111171177111111117 1c, ( ) D97-0407 0 cd <<, 2 EXPIRES 10/24/ 1.1" BUILDING 12 -31-91 91-40 S-2 I99 ;r_:veo =r I aaIu A -17y 99 6 E1 9E 4 -23 -95 -II -58 FOR El IDLINCs PEPT. SUBMITTAL ONLY 12 -31 -91 a S z S u S S S S cr S -3 ` BUILDING C 91 -40 — , / r FUT` I - I ml - � I TYP I/4" '' � k 6 " I/2" BASE PLATE W/ 4 - 3/4" DIAx9" EMBED r' _ J - —;- Y PLAN - } ANCHOR BOLTS, TYP. - e, NEW GANT BLOCK DEPTH TO BE DETERMINED BY ROOFER � \ ' SLOPE'• \\ REMOVE EXISTING 2 -ROWS OF 1601 TO EXISTING BLOCK a 16" 0.C. . NAIL WITH 4 -1601 e INTERSECTION NEW 2x6 a 24" O.C. SIMP60N H25 NEW 2x12 BLOCKING EXISTING ROOF TRUSS / / // / - -\ / / / \ EXISTING TRUSS / NEW 2x6 e 24• O.G. / / VT' PLYWOOD NEW 5 1 /8x21 GL BEAM - -- _. NEW JOIST HANGER TS 6x6x1/4, TYP. \ 2x NLE e EA SIDE OF T5' _' 3/4 " AI DIA. R WELDED STUD ✓ 9 24" O.C., TYP. •4 e 12" O.C. EACH WAY, \ �� I - a� / EACH FACE, TYP. p : 1 ■ ` maw a \ SiMPSON LU26 EXISTING BEAM lil „, 1 ,,,W,,, a ° ° ° ° a Lli C1d�'i1 TT 1 I II,-i i -,i` FORM OK E 2x6 VERT.- 24" O.C. ,' ° EARTH 1 6 „/ 2 ,_ 8 „ 6 „ Y y SECTION COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, TYP. 1 New Beam at Fascia 3 ,4” = ,' _ 0° 2C Fascia Roof at Existing Wall 3/4' • - - i' -0' xxxx 3/4» = 1 •_ 0 " 4 Typ TS to Footing 3/4" _ ,• -0" NOTES ALL WELDS 1/4" ALL BOLTS 3/4" DIA. 6x1Sx1/2" PLATE W/ 2 - 3/4" DIA. THRU BOLTS 1 p, - WOOD BLOCKING, SHIM TO FIT ` ., 1/2" 3/4" F L DIA, THRU P TYP 4 I /4 " NOTES _ ALL PLATES ,/2" ALL WELDS /4" ALL BOLTS 1/4 DIA. V4" ' FIELD WELDS ARE OPTIONAL, TYP. //' , 2 EEWM P / E R F'L N, TYP. DI A. THRU BOLT TS 6x6x1/4 ", TYP. / ■ ,TYP 1/4r /� / 12" SIDE PLATE W/ ` 2 - 3/4" DIA- THRU BOLTS I _ , TYP ,/ 1 6x6x1/2" SIDE PLATE NEW BEAM PER PLAN, TYP. .'• , 1 I/2" PL e MID -SPAN W/ 3/4" DIA. THRU BOLTS, TYP I, 21 6 6 "'G" e FLAN 2x6 e 24" O.G., TYP.---, 1/2 PL 3/4 DIA. THRU DEL EXISTING NEW TS6x6xI PLAN W/ BOLTS, TYP. L4x4x1/4 COLUMN /4 ", TYP, \` 1 , `I y ` SIDE 1/2" SIDE PLATE J// 2 - 3/4" DIA. THRU BOLTS, TYP. WOOD BLOCKING, SHIM TO FIT TYP. TYP 1/ PLAN I 6x6x1/2" PLATE EACH SIDE OF TS, TYP. NEW TS 6x6x1/4, TYP NEW BEAM PER PLAN DEL L4x4x1/4 1/2" PL W/ 3/4" DIA. NEW BEAM PER PLAN, 6x6x12" SIDE PLATE y 2x6 C.ONT- 1) 1' PLAN 2x BLOCKING >- _ �_� , I �, A �� �� � EXISTING BEAM �6 I/2" 6 I� THRU BOLTS, TH END OF ANGLE, TYP ", TYP. q ! � Y / 1 L �� 2x6 a 24" 0.C., TYP. ® EXISTING TRUSS W/ I I I NEW T56x6x1/4 LOCATE THIS BRACE 6" DOWN FROM BOTTOM OF THE EXISTING BEAM _ EXISTING COLUMN T �..i:� N 3, i 4 I 4' 112" 11/2 " 4' TYP 1/4 ' ELEVATION . 6x6xI/2" BASE PLATE 1 NEW SIMPSON LW— ELEVATION TYP ® EXISTING CONNECTIONS NOT SHOWN FOR CLARITY EACH SIDE OF TS, TYP. NEW BEAM PER FLAN, TYP. SECTION - A ELEVATION - B New Beam to Column 3/4" = 1' - 0" C6) New Beam to TS * Corner 3/4 = 1 -0 7 Beam to Beam • Corner Facade 3/4" = 1' -0" 0 Typ New Col Braced to Exist Col 3/4" = 1' -0" ■ I/2 BASE PLATE WI 4 - 3/4" DIAx9" EMBED ANCHOR BOLTS, TYP. EXISTING CMU WALL 1/2" PL e MID -SPAN 3/4" DIA. THRU BOLTS, NOTES _ ALL PLATES 12" ALL WELDS I /4" ALL BOLTS 3/4" DIA. 1/2" PL e MID -SPAN W/ 3/4" DIA. THRU BOLTS, TYP NOTES ALL PLATES I/2" A WELDS I/4" ALL BOLTS 3/4" DIA. W/ TYP • — 1 0 2 x NAILER e EA SIDE OF TS W/ 3/4" DIA. WELDED STUD a 24" O.G., TYP. _ 4 1/4 " /4" FIELD WELDS ARE OPTIONAL, TYP. V4' FIELD WELDS ARE OPTIONAL, TYP. 5' MIN. /4 „ WW1 H TYP I/4 i 6 " - -- 8 „ ■� J - r TYP. ]E4EI �� = , ■ 5° x / Ro TYP. LL 12 "PL W/ 3/4" DIA. \� THRU BOLTS, SIMILAR DETAIL WHEN ATTACHED TO THE OF EXISTING WALL 12" FL e MID -SPAN 3/4" DIA. THRU BOLTS, EXISTING CMU WALL I/2" PL W 3/4" DIA. THRU BOLTS, - / PL AN - -- - J, S„ 1 - TS 6x6x1/4, TYP. FOOTIN BELOW A I2" PL e MID -SPAN 3/4" DIA. THRU BOLTS, EXIST. BEAM W/1/2' W/ 2 - 3/4" DIA. DBL L4x4x1 /4 EXISTING BEAM W/1/2" PL W/ 2 - 3/4" DIA. TI-IRJ BOLTS ", DBL L4x4x1/4 NEW TS6x6x1 SIDE I/2" PLATE EPDXY GROUTED (VERIFY W/ LOCATION TYP PLAN 3/4" DIA. BOLTS I EXPIRES 10/24/ Vic„ ,' /4 ", TYP. W/ 2 - 3/4" DIA. BOLTS INTO EXISTING CMU WALL THAT EXISTING CMU WALL AT THIS IS GROUTED) I/2" FL W/ 3/4" DIA. NEW T56x6x1/4 TYP. PLAN W/ TYP DBL L4x4WI /4 I/2" PL W/ 3/4" \ 2 \ 12" BASE PLATE W/ 4 - 3/4" DIAx9" EMBED I I/2" % ANCHOR BOLTS, TYP. PL DIA. , THRU BOLTS, EA END OF ANGLE, TYP I „ NEW T56x6x1/4 ", TYP. W /12" EPDXY HIL PLATE W/ 2- GROUTED I C150 L4x4xI 4 , THRU BOLTS, EA END OF ANGLE, TYP ; t .Y .THRU B OL TS m- M+ ' - _ 6 I v I`o.'� DEL � � - nN ^ �" o ���' o, 1 12 ,E 0 4„ ,. NEW T56x6x1/4 ", TYP. ' •may /% /` \�� I ■ / I . m � l+ 4,�, 12 ��L� 4 „ 12 , - - STRUCTURE NOT SHOWN FOCLAITY = I' --I 12 L---------- PLAN =_ � �. �I TS Sx6x1/4, TYP. `.�\ �� - - - -- - FOOTING BELOW - B ` 1/4 TYP WIT/ / D97-0407 ELEVATION ELEVATION 1 4` 11 Typ New Col Braced to Exist. Beam 3/4" = 1' -0" (12) Typ New Col Braced to Exist CMU Wall 3/4" = 1'- p " PEPA xxxx 3/a" =1' -a" 0 Typ TS to Footing * Corner Location 3/4" = 1' - 0" I99 ;r_:veo =r I aaIu A -17y 99 6 E1 9E 4 -23 -95 -II -58 FOR El IDLINCs PEPT. SUBMITTAL ONLY 12 -31 -91 a S z S u S S S S cr S -3 ` BUILDING C 91 -40 CENI�EFt 4 -30 -9 4 -23 -98 3 -!1 -9a FOR BUILDING DEPT. SUBMITTAL ONLY 12 - - ST 0 0 z 1- 0 S a U Z - Z Q N Y� D Z_ W a. _ Z L4 Z O LI J * U _ C : Y H 0 Q U S -4 BUILDING ` 91 -40 STRUCTURAL NOTES I. GOVERNNG CODE - 1994 MC MINIMUM NAILING SCHEDULE PER UBC TABLE 23 -I -0 UNLESS NOTED OTHERWISE 2. DESIGN LOADS ROCF LIVE LOAD - 25 P. WIND - 80 MIFF EXPOSURE B ROOF DEAD LOAD - 20 PSF SEISMIC - ZONE 3 51. LOAD TO BE REVIEWED BY STRUCTURAL ENGINEER 3. FOUNDATION - 2000 PSF, 4. RENFORCED CONCRETE F'c =2500 PSI ULTIMATE STRENGTH AT 28 DAYS. REINFORCING STEEL TO SE FY =40000 P51, GRADE 40. ALL REINFORCING SHALL BE SPLICED 36 BAR DIAMETERS MINIMUM EXCEPT WHERE NOTED OTHERWISE, AND DETAILED ACCORDA4A TO ACI MANUAL OF STANDARD PRACTICE (LATEST EDITION). ALL RENFORCING SHALL BE HELD FIRMLY IN PLACE DURING CONCRETE POUR BY MEANS OF PRECAST CONCRETE BLOCKS FOR SLAB ON GRADE AND ADEQUATE WIRE TIES. THOROUGHLY WET ALL REUFORCEAD STEEL JUST PRIOR TO CONCRETE POUR CHAMFER ALL EXPOSED CORNERS 3/4" OR PER ARCH. ALL CONCRETE SHALL BE CURED BY KEEPING IT THROUGHLY WET AND PROTECTED FOR AT LEAST 1 DAYS. PROVIDE SHOP DRAWINGS OF ALL REINFORCING STEEL TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION MINIMUM CONCRETE COVER WALL FACES: WEATHER - 1 I2" FOOTINGS - 3" EARTH - 2" INTERIOR - 3/4" TYPICAL FOOTING WALL REINFORCING •4 a 12° ON. EACH WAY, EACH FACE OF WALL, TYP. MIN. LAP OF REINFORCING-, 36 BAR DIAMETER PROVIDE DOWEL TO MATCH WALL VERTICAL. PROVIDE CORNER BARS 5 - 2'- 0x2' -0" A 12" 00. 5. WOOD FRAMING USE CATEGORY MINIMUM GRADE JOIST (2° THICK AND WIDER) 1-1F2 5508 , 1250Fc, 1,300000 E BES15 AND STRINGERS DF -L NO.2, 8158 , 600Fc, 1,300000 E POSTS AND TIMBERS DF -L DENSE 501, 550 Fc, 4400000 E STUDS, PLATES, BLOCKING NF NO. 3, STANDARD OR "STUD" ANY SPECIES ALLOWED, UNLESS OTHERWISE NOTED. _ LUMBER GRAD,. (AND STRESS) IN ACCORDANCE WITH LLWPA GRADING RULES, 1951 EDITION. ALL LUMBER 4° OR LESS IN THICKNESS TO BE MARKED "S- DRY". ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO THE WEATHER TO SE PRESSURE TREATED (P.T.A BEAM AND JOIST HANGERS AND POST CAPS MD BASES TO BE SIMPSON UNLESS SHOWN THE ARE SIMPSON CATALOG DESIGNATIONS, CONNECTION NAILING I. JOIST TO SILL OR GIRDER TOENAIL 3 -5d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. 50LE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL I6d I6"O.C. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3 -16d PER 16" 4 TOP PLATE TO STUD, END NAIL 4 -ad, TOENAIL OR 2 -16d, END NAIL 5. STUD TO SOLE PLATE 4 -8d, TOENAIL OR 2 -I6d, END NAIL 6. DOUBLE STUDS, FACE NAIL Ibd AT 24"0.C. 1. DOUBLE TOP PLATES, TYPICAL FACE NAIL I6d AT 16"0.C. DOUBLE TOP PLATES, LAP SPLICE 8 -I6d S. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3 -5d 9. RIM JOIST TO TOP PLATE, TOENAIL 8d AT 6"O.C. 10. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2 -I6d II. CONTINUOUS HEADER T1110 PIECES I6d AT 16"O.C. ON EACH EDGE 12. CONTINUOUS HEADER TO STUD, TOENAIL 4 -5d 13. RAFTER TO PLATE, TOENAIL 3 -8d 14. BUILT -UP CORNER STUDS I6d AT 24"00. 15. A E TO PLATE, PLATE TO PLATE Ibd 4" O.G. STAGGERED AT SHEAAR R WALL T SHEAR 16. BLOCKING TO PLATE, PLATE TO PLATE I6d a A' OC. AT NON -SHEAR WALL 1 XXXX 3/4" = 1 ` -0" OTHERWISE (ALL REFERENCES ON DRAWINGS ALL BEAMS AND POST TO HAVE METAL FRAMING CONNECTORS AT ALL PARTITIONS AND (3) 2x4 NAILED LAMNATED POSTS U4DER BEAMS, UNLESS OTHERWISE NOTED. ALL FRAMING- TO BE NAILED PER UBC TABLE 23 -I -Q - NAILING SCHEDULE. ALL WOOD EXPOSED TO WEATHER OR HAVE A CHANCE OF GETTING EXPOSED TO MOISTURE WITH OR CONTACT H CONCRETE ARE TO BE TREATED. WOOD ALL WOOD CONNECTORS SHALL BE SIMPSON STRONG TE CONNECTORS. 6. NAILING 5C- EDULE. FOR BUILT UP JOIST AND STUDS Ibd'.m 16" 00 TWO ROWS STAGGERED= JOISTS TO JOISTS 1. PLYWOOD NAILNG NOTED BELOW IS MINIMUM- SEE DRAWING FOR CLOSER SPACED NAILNG. • ROOF - 1/2" ° INDEX, 4020 EXTERIOR GLUE WITH 100 NAILS m 4 AT ALL EDGES AND IVO.C. AT ALL SUPPORTS UNLESS NOTED OTHERWISE ON PLAN. " INDEX EXTERIOR OT E NAILS 4'•' AT ALL EDGES AND 6" O. AT WALLS - I2 EX RT 24/ 0 S ALL SUPPORTS UNLESS NOTED ED O W IT H 8UI D IL Ar PLAN. ALL G. SPLICES SHALL BE BLOCTCD WITH 2x BLOCKING. SEE SHEAR WALL SCHEDULE SHOWN ON 5HTA2 FOR CLOSER NAILNG. (SEE PLAN AND DETAIL FOR SPECIAL. NAILING) a ALL GJI -LAM BEAMS TO BE 24FV4 EXTERIOR. GLUE (TREATED). 9. ANCHOR BOLTS 3/4" DIA 10 AB, TYPICAL OR NOTED ON PLAN FOR EMBEL''USE HILT( EPDXY 150 FOR GROUT NTO EXISTING CM WALL (PILOT HOLE SHOULD BE DRILLED 50 TI-IAT EXIST'. REBAR WILL 10. CONTRACTOR 70 VERIFY ALL D N I OT S SE�DISTURBEC BY NEW EPDXY GROUTED BOLTS.) ONTTRA000N F EXISTING MEMBERS FOR DRY ROT AND REPORT TO STRUCTURAL ENS E T� THE EXISTING CONDITION AFTER THE II. SPECIAL INSPECTION ROOF DIAPHRAGM NAILING AND WALL 12. ALL STEELS TO BE A36. ALL WELDS TO BE E10. ALL BOLTS TO BE A -325. ALL STEELS TO BE GALVANIZED, INCLUDING WASHERS AND BOLTS. NO VERIFICATION OF THE EXISTING CONDITIONS - BEFOR.£ CONSTRUCTION COMMENCE, THE STRUCTURAL ENGINEER TO REVIEW THE EXISTING STRUCTURE TO VERIFY ALL DETAILS SHOWN ON THE CONTRACT DOCUMENTS CAN ISE IMPLEMENTED. IF NOT, REVISED DETAILS MUST SE SUPPLIED. ALL EXTERIOR SKIN SUPPLIER ARE TO PROVIDE PROPER WATERPROOFING METHOD FOR ALL JOINTS, CORNERS AND RETURNS OF THE EXTERIOR SKIN TAKEN INTO ACCOUNT PER SHRINKAGE AND ACCIDENTAL MOVEMENT OF THE STRUCTURE. N: a OTHER ROOF ELEMENTS 1/2 PLYWOOD x 4. -0" WIDE NOTE EA SIDE W/ 2 ROWS I6d NAILS OTHER ROOF ELEMENTS m TOP AND SOT.. CHORD, TYP. NOT 01-1011N FOR CLARITY SOLID BLOCKING BETWEEN I/2" PLYWOOD EXISTING BEAM / W/ I ROW OF 10d m 4" O.C. 2x6 EA SIDE OF I /2" PLYWOOD m TYP. NEW 2x6 W/ SIMPSON U26 NOT 54-10. FOR CLARITY , TYP - 2x6 BRACE W/ 4 -I6d 2x6 A EXISTING BEAM EACH END, TYP EXISTING JOIST O \NEW W/ 2 ROWS OF 10d 4"O.C., -- --11 - - -� a° . _ - • _ _ _ _ ' . LOCATE THIS. TO MISS EXIS / \ % \ \ \ / [ - Y \ ,/' , CO16NECTION \ \ INIG CONNECTION ' \ 3/4" DIA. THRU BOLT 2 - 3/4 DIA. THEli BOLT i / /4 -- L EA, -IDE OF 2x i 3/ DI- TN BOLT, TYP - SON - 12 ATE W/ \ \ U- PLATE W/ . ___. , v - -- C — - &, ��• L I/4" PL W/ I -3/4" DIA THRU BOLTS NEW 2x6 A „ 2 „ - - ` L EXISTING COL L NEW DBL L4x4xI /4 EXISTING TS COLUMN, SEE 8153 FOR CONNECTION CALLOUT, TYP. FOR DEL L4x4.1/4 EXISTING BEAM DETAIL, SEE II /53, TYP. TO EXISTING TJH JOIST TO SOLID BLOCKING BETWEEN 206 I/2" PLYWOOD EA SIDE 2x6 EA SIDE OF 1/2" PLYWOOD 1 I 0 1/8" TYP SIMPSON 5A36 BRACE TO BM IF EXIST TS COL THERE IS NO COL. NEW DBL /4 TO TS CO LUMN, EXISTING TN COLUMN, SEE 8/53 FOR GONNEGTION _ - y c =% I . ! C m - - ...;° 1 CALLOUT, TYP. SOLID BLOCKING BETUIEEN 12" PLYWOOD W/ I ROW OF ION m 4" O. EI_l;n4 .G m, --- EXISTING BEAM ON FOR DBL L4x4x1/4 TO EXISTING BEAM DETAIL, SEE II /53, TYP. - }- PLAN - A NOTE: PROVIDE TI-115 CONNECTION TO TWO TRUSSES, PLAN - A ONE ON', EACH SIDE OF COLUMN. \5) Typ Bracing to Joist Parallel to Beam 3/4•' _ ,' - o" (6) Typ Bracing A Jst Perpend. to Bm 3/4» = 1' -0" f (79 Structural Notes 3/4" = 1` -0" D 9 7- 0407 - , t f1M 2 4 MMA1y w�� "/4 V f T I • N I- -vt© e .. ` • °S''O.,,> _ NOTES ALL PLATES I/4" UN.O. ALL WELDS I/4" ALL BOLTS 3/4" DIA. BEAM PER PLAN TYP 1/4" , 1 - i _ = ._ _ / / 12" _ -' - I/2" PLATE W/ 3/4" DIA THRU BOLTS W/ 2 5/8" DIA SHEAR PLATES EA SIDE OF BEAM, TYP BEAM PER PLAN PLATE EACH SIDE OF TS, TYP. J TYP ' 1/4 FLAN TYP I /4'•i PLAN NEW TS 5x6xI /4, TYP J NEWSE4MPENPLNN 0 0 ® o e. IN PLATE Al 3/4" DIA THRU BOLTS W/ 2 5/8" DIA SHEAR PLATES A h 1/2" PLATE W/ 3/4" DIA THRU BOLTS W/ 2 5/8" DIA SHEAR PLATES EA SIDE OF BEAM, TYP I EXPIRES 10/24/ 4.00' ■ cITA >F TYP 1 /4 "P EA SIDE OF BEAM, TYP ELEVATION Typ Wood Beam to TS Col 3/8" .1 10 Typ Wood Beam to Wood Beam Conn. 3/4° _ ,` -0° "J XXXX 3/4" = 1' -0" e2 XXXX 3/4" = 1' - 0" CENI�EFt 4 -30 -9 4 -23 -98 3 -!1 -9a FOR BUILDING DEPT. SUBMITTAL ONLY 12 - - ST 0 0 z 1- 0 S a U Z - Z Q N Y� D Z_ W a. _ Z L4 Z O LI J * U _ C : Y H 0 Q U S -4 BUILDING ` 91 -40 J ENED F4fU4�4'� 4_ ,4 -23 -98 '3:;11 =ff8 FOR BULIDLINCs DEPT. SUBMITTAL ONLY 12 -31 -03 i i d z u U) 0 0 U 9 S -5 U 44 BUILDING C� 93 -40 _ - I' __ / 1/2" PL EA SIDE OF BEAM W/ 3/4" DIA THRU BOLT, TYP 6 .22 BEAM PER PLAN EXISTING- CMU WALL I/2" PLYWOOD ® MID -SPAN WI 3/4" DIA. THRU BOLTS, TYP NOTES ALL PLATES 12" ALL WELDS 1/4" ALL BOLTS 3/4" DIA. TYP I /d „ i '. I _ – i1 1 - -- - -- "ry i F ELD WELDS ARE OPTIONAL, TYP. 1/4 - ' !EMBED I/" = — a i.— ■ TYP. TYP. W/ 2 - BOLTS INTO NTO EXISTING CMU WALL EXISTING CMU WALL AT THIS 15 GROUTED) I/2" PL W/ 3/4" DIA. 1/2" BASE FL \ 1/2' FL W/ 2 -3/4" DIA HILTI CI50 \� EPDXY GROUTED BOLTS, GROUT CELLS \ SOLID, SUNKEN SLOT FOR BOLTS IN WOOD BEAM, TYP EXIST CMU WALL I/2" BASE PL i / 1/2" PL W/ 3/4" DIA. THRU BOLTS, DBL 2. SIMILAR DETAIL WHEN NEW 1 ATTACHED TO THE SIDE OF EXISTING WALL PLATE EPDXY GRO I /2" PLYWOOD eMID -SPAN W/ (VERIFY THAT LOCATION 3/4" DIA. THRU BOLTS, TYP PLAN EXISTING CMU WALL W/ 12" PLATE W/ 2- 3/4" DIA. EPDXY GROUTED BOLTS 111L711 GI50 THRU BOLTS, , EA END OF 2x8, TYP NEW TS6x6xl /4 ", 7'1.. DEL 2xS PLAN l.- , ,-- -- ` 1 - E 61 i _ i - 12" PL W/ 2 -3/4" DIA AIL, C150 EPDXY GROUTED BOLTS, GROUT CELLS SOLID, TYP PROVIDE SUNKEN SLOT FOR BOLTS IN WOOD BEAM, TYP I l a y. I 1 12" 1 12 •4.. . ELEVATION ( Typ New Col Braced to Exist CMU Wail \ at End of Canopy 3/4 \ 3/4' = 1' - o . . Typ T Wood Beam to CMU Wall XXXX 3/4 .. = 1 ,_�,. xxxx 3/4" = � xxxx 3 / 4 " = I ' - 0 " E Xxxx 3 / 4 . _ 1._0., /) xxxx 3/4 ., = 1'_0" XXXX 3/4 _ 1 ._ 0 " D97 -0407 1■fY 2 41999 O NAgy ' N 4 10 A1- E)._212. E?,4/00 d J xxxx 3/8" = 1' -0" 10 XXXX 3/4" = 1 -0" �� // 11 xxxx 3/4" = 1' -0" - 12 XXXX 3/4 .. _ V_0" J ENED F4fU4�4'� 4_ ,4 -23 -98 '3:;11 =ff8 FOR BULIDLINCs DEPT. SUBMITTAL ONLY 12 -31 -03 i i d z u U) 0 0 U 9 S -5 U 44 BUILDING C� 93 -40