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HomeMy WebLinkAboutPermit D97-0406 - PARKWAY SQUARE / MAGNOLIA HI-FI - BUILDING A EXTERIORSignature:__ Print Name: City of Tukwila � Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 262304 -9137 Address: 16600 SOUTHCENTER PY Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: III -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 Sewer: TUKWILA Slopes: N Contractor License No MALONBN044NT Permit Center Authorized Signature:__ (206) 431 -3670 Permit No: Status: Issued: Expires: Occupancy: STORE UBC: 1994 Fire Protection: SPRINKLERS East: .0 West: .0 Streams: D97 -0406 ISSUED 08/28/1998 02/24/1999 OCCUPANT PARKWAY SQUARE' - .BUILDING A 16600 SOUTHCENTER PY, TUKWILA WA 98188 OWNER CAPITAL & COUNTIES USA INC 101 CALIFORNIA ST, SUITE 2525, SAN FRANCISCO CA 94111 CONTACT JOEL YAMAUCHI Phone: 425 822 -0444 11820 NORTHUP WY #E -300, BELLEVUE WA 98005 CONTRACTOR MALONEY & BELL NW Phone: 425 -702 -8829 16310 NE 80TH ST #201, REDMOND, WA 98052 ************************************** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Permit Description: CONSTRUCTION OF NEW FACADE TO EXISTING BUILDING (MAGNOLIA HI -FI). ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 ***************************************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,293.46 ******************************************* ** * * * * * * * * *' * * * * * * * * * * * * * * ** * * ** * ** *;fit ** Date:___ __qs 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 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. Date: V'--) g-77 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. Project Name/Tenant: a a �� • •• Existing use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: 200,000 - - - - —- Site Address: City State/Zip: 16600 Southcenter Parkway Tukwila, WA 98188 Tax Parcel Number: 262304 9137 - 06 Property Owner: Capital & Counties USA, Inc. Building Square Feet: No change existing P '5) 421 - 5100 (4 n Street Address: City State /Zip: 101 California Street, #2525,San Francisco, CA Fax #: (415) 421 - 6021 Contractor: N/A 94111 Phone: Street Address: City State/Zip: Fax #: Architect: Mulvanny Partnership Architects P.S. P ( 5) 822 - 0444 Street Address: City State/Zip: 11820 Northup Way, #E300 Bellevue, WA 98005 Fax #• (425) 822 - 4129 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person:, -...-t .sL 41rr,r- C0 I Phone: ??..7. "0`'""5Z Street _Address: // , 2 6 , A k3' -77 )/' rival f �! e. : :; . -20 )Q is , rv'4 City State /Zip: p � Fax #: Description of work to be done: Existing canopy facade is to be updated /removed. Existing use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ® no Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: No change existing Facade Wall Area: Area of Construction: (sq. ft.) Bldg. A = 2,316 S . F . Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? Cl yes RI no X 11 paper indicating quantities & Material Safety Data Sheets CITY OF T( Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date ap`n t�:�� CTPERMIT.DOC 1/29/97 Date ap Iln FOR STAFF USE ONLY Project iNUmber: Permit.Nuttlber: 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 REOUEST,FOR PUBLIC WORKS;SITE/CIVIL.PLAN REVIEW:OFTHE : FOLLOWING: (Additional reviews may be determined:by the'Public Works Department) -9B 0.i -'tar ":r 1 !MEI [ ' Commercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ 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: gal Schedule: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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. Arp� pn by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: ) ( _ Date: Print name: ; • �, , ,. 4t, 4 r„ cr / Phone:, _ . �� /cii. Fax #: Address // ,�: .(, /._ .._• 71, /i •/ ., , L ; City /State /Zip / i'l�ll %<< , 4,0 (/ j; i;'i `.y ~ ' Add ess 16600 SOUTHCENTER: FY. Suite f Tenant Typpe :. DEVPERM Parcel • #: "' 262304 -9137 Permit No: 097 -0406" Status: ISSUED Applied: 12/31 x;1997 Issued: '08/28/1998: ** A*4 0********* k•k'k•k•k****.•kk *k*** ** * * * ** ** * * *•k•k4* 1(•k** ***:k*A14.A *•k * Per mi Conditions: 1 No changes will be :-: made to the plans .uriless approved by the • Architect. : Engineer and tll:;..Tularrla 8u ildina Division. Electrical permits shall be otita?i.ne:cith oug t he Washinoten: State:; Gi.vfi. fi.on. of L abor a "n'd Iridus i`esh "arid" 'f 1 electrical :WOO •wi:l l: be • inso'ev by ; that . agency (24E 6 • All p,ermjts, in pe'c•tion r,etor~ 2irytd app roved n1 ris •s hall, he availab) e' at,,'the j.ob sr a ` Ito :the start "of ani/ con- - tr�uc.ticir :.: he se�." :`euments ar•e to be mait n n ` a'i ' r7ed and 4auai 1 . �,,,M � -,. table.unti�l', ina inspectionapproval' �Is. grante�d All str,u0ur and concrete` shall be 1nspect `'( S ec '�06,(a) 1`) : � ' �r. f special" r = •, All •st'r is t mil wel,dina shad l' be done by W A.B" 0 certii' weld r..s and spec i'al inspec e,d (U13 { 0 . Sec: 306(45) A,l l �h att str ertgth bol ' in;� stall ;be special inspe'cted. Wliei ' pe r a ; I inspection " i s 0qu I red 'either the owner archjl teL t `or enq r r ' g '•:: r' i ?qet� `shat 1,;,;' n 'utif.u:�'t�he,`••�TuF;ali Biri ldtri`g ;D;ivisiort of appointment of )the. 0. spe;ct'i,on•�Lagencies pr for th , t ,but:.ldina._tn�pectbion : Cooi,es of all special inspection; reports/:sal1 be,submitte to,.,.t,ie Building �.,. Dlvision' in a' t'inielv:Ymanner ` Ret or•t�s `shall contain••Fad `re*`s pro`'iect `'n'ame,, permit.=number� 'and tv�i`e� spection per,formedi..y The'4pecia inspector shall sub'Oi r a : :f.ina`l signed stating ,'ti%r•hethei� the work requiringiec,ial -,. inspectionilia ., to of the inspector's knowl"edge `,. in ,conf,'ormrian e with Yapnr oved plans and specifications , and't.he applicable workmanship provisions of the UBC. 9; Any exposed fins.ulations backin mater'ia..1•::•sl al1 have' a F1'ar e Spread Ra .i ng of: ;25 .or =,.,1 ess and mat F t, ... , erial�,, steal l idertti- f ication \shtiowing 'the fire performance rating ` 10. All const t'o be done in °conapproved formance with appr:o plans and requirements of the Un f,orBuilding Cod1997 ch Edition) as amended, Uniform Meani'ca,l Code (1 997'; :Edition), and Washington'Sta;.t:e.•..,Energy Code" ; (_•1997 ) Editlori, 11 Validity of Permit'. The i s.suance of a pe'n t!,:br approval of plans, specifications, and.: cothpu:tations,.' .hall not be con- strued to be a permit for —an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 14. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities, Tl e e steal ;have` permanent erosion con`trol me sur•es in place` :a� soon as possible after ;t ina;1 grading,, has °bean tcompleted and prior'to`'the Fi na Tnspection A PPLICANT:. SHALL; ,APPLY, •FOR A iS MT:CELLANEOUS PERMIT;,. I1= ANY,: OF .'THE` :.EXT'STING ...UTILITY LINES REQUIRE :'RELOCATION 'It sha :, l be ver.ii'i�ed in °twrit'in tc the City U.tilites Trispector that :the ,'fire °loop cv tem =.for .the bui ldiva. . :conta'i'ns a 'State De`par�tment :.ot : H.ea l th approved detector d.oub1e. sheaf valve: :assembly Th s s :hall be done prt�?,r to fie Patna1 :Inspectinip 09 :413 K.M. MHW, P.E. 1.21 - LM. Maw Associates Consulting Engineer Fax Cover Sheet DATE: July 22, 1999 TO: FROM: Joe Maw KM. Maw Associates Number of pages including cover sheek 6 Message Dear Keir: Per your fax on 7- 21 -99, revised sketches (stamped Building A SK-1A SK-2A SK-3A . SK-4A • SK-6A Please give me a call if you have any questions. Thank you.. n/9740f11 Keir Vondruska Mulvanny Architects Parkway Square Tukwila, WA MPA #95-071 97-40 Rev #1 Rev #1 Rev' #1 Rev #1 Rev #1 Cenuwl Building 7 -22 -99 7 -22 -99 7 -22 -99 . 7- 22-99 • 7 -22-99 and signed) are enclosed: Cfi.evEo oF ruKWiIA JU L 2 3 1999 PER \( OF 11 A M rrR a s u 1999 D'1 1o4oc' REVISION N0 810 77tird Avenue Seattle, Washington 98104 (206) 624 -7146 • kit MAW 4650CIATES CONSULTING ENGINEER 810 3R1, AvENUE, SUITE 640 SEATTLE, WA 9804 (206)624-1146 PROJECT; PARKWAY SQUARE E5UILD ING A TITLE: CHANNEL CONNECTIONS SCALE; NOT'TO SCALE 15ESIGNED: KII DRAlliNI: AN DATE: :.-14-(aa JOS NO ‘B Si-IT: SK-IA NEW 1,13L 4x4xI/4 BELOW PER CONSTRUCTION DOCUMEN F PARTIAL FRAMING PLAN NOT TO SCALE • '• ,Expr 1-22-se . • T JAL. -22 -1999 09:49 1/4 SECTION - A K.M..MAW ASSOCIATES CONSUL TINCs ENGINEER .810 3RD , AVENUE. SUITE 640 'SEATTLE, WA 98104 1206) 624 -1I46 K.M. MAW, P.E. NOTE. ALL PLATES TO SE I/4 ", TYP. CSx11S IU/ V4" PLATE W/ . 2 - 3/4" DIA. TNRU BOLTS, TYP. C12x20.1 SEE ARCH. FOR RADIUS : 11/2" /4 G <TYP 1/4" PLATE I /4" SIDE PLATES W/ 3/4" DIA. THRU 130LT, TYP. BEAM PER PLAN EXPIRES 10/24/ Z dr I v z' TITLE: CHANNEL CONNECTIONS SCALE: 3/4". I' -0" PROJECT: PARKWAY SQUARE '5UILDINC3 A "Ga ELEVATION - B Nz l � 1/4 I \ 1 -22 -99 DESIGNED: KM DRAWN: AN DATE: 6- I4 -g,% JOS NO: 9T -40 S1-IT= SK -24 <TYP PLAN - TYP 1/4 SECTION - K.M. MAW ASSOCIATES CGlialLING ENGINEER 810 31;ZD AVENUE, SUITE 640 SEATTLE, WA 98104 (206) 624 -1146 CSxII.S, SEE ARCH. FOR RADIUS, TYP. BEAM PER PLAN NOTE: ALL PLATES TO BE 1/4 ", TYP. CSx115, COPE CHANNEL TO WELD TO PLATE ON BEAM, SEE ARCH, FOR RADIUS, TYP. 1/4" TOP PLATE 1/4 SIDE PLATES W/ 2 - 3/4" DIA. THRU SOLT, TYP. BEAM PER PLAN PROJECT: PARKWAY SQUARE BUILD INCA A TITLE: CHANNEL CONNECTIONS SCALE: 3/4 "m I' -0" EXPIRES 10/24/ j,®QO A 1 -22 -99 DESIGNED: Kl" I DRAWN: AN pATE: -I4 -95 JOB NO 51-40 SNT: SK -3A • SECTION - A KM. MAW ASSOCIATES CG 4 IULTIING ENGINEER 810 31;4D Av, ENUE, SUITE '40 SEATTLE, WA 98104 !'.2f ' ) 024 -1146 C8x115 PER PLAN WI 2 - 3/4" DIA. TI-112U BOLTS TO TS, TYP. I EXPIRES 14/24/ 2J PROJECT: PARKWAY SQUARE BUILDING A TITLE: CHANNEL CONNECTIONS SCALE: 3/4" =1` - 0" SECTION - 1 -22 -99 DES IGNED: KT1 DRAWN: AN DATES 6 - 14 - 99 JOB NO: 91 -40 S1-4T: SK -4A • JUL -22- 1999 09:50 PLAN - MAW ASSOCI ATES GONBULTINa ENGINEER 810 3RD AvENUE, SUITE 640 SEATTLE, WA 98104 (20(0) 624 -1146 K.M. MAW, P.E. 1/15r10' ODE PLATE WI 2 - 3/4' DIA TWRIU TO BEAM EXISTING BEAM 4' I4GA'STUD • 48' CC. Ill/ 4 - 8GA 6t1a'Jr'UJS 4. ' It• TO 2xb At40 6" 18 GA 5T11D � - 2x NAILER ,1 I 2X6 • 24' OTC. - I MOM -` i,�P M- il l Ti VINO" 111117E PLATE . 1 Ilk 2 - 3/4" PIA NFU BOLTS TO EXIST. BEAM EXISTING >SEAJ7 Tb 4x4xI/4 C8x1t5 EXISTING TS. CO UJrN AND LEDGER TO REMA EXISTING FACAIDE BOLTS 2x TOF' PLATE. TIP. W" PLTUD. 2x STUD • 24' 0.C. NOTE =, ATTACH SIGN TO 5TEEL 4141WEL OR GLIB 3/6" 1' -0' PROJECT: PARKWAY SQUARE 8 U1LD ING A TITLE: SECTION - FACADE FRAMING SCALE: 3/8" I' -0" CJ2x20:1 I /5 b' 18GA STUDS • 16" O.G TYP. 511Sx2I C1240.1 3 66A SELF TAPPING =REIUS, TTP. t4 GA Ia.194ER TR..CK ItJ/ 8GA SCREW3, TTP. WELD STEEL STUD 2" TO CNANNSL M GA RlrNER TRACK 1U/' e0.4 SGpWS. TTP. GA RUWER TRACK W/ 8GA SCREWS, TTP. UE .P STEEL STUD 2' TO CHAt4sEI 6' IBGA STUDS '•16' 5 1/•21 k GA RUNNER TRACK UU/ 8GA 8CREgU. TTP. W GA CONT. PLATE 14 GA TRACK LW 8G.4 5CR1:W3 • 1b• O. TO GLB, TTP. -22 - ESIGNED: KM PRAWN: AN PATE: '(- 14 JOS NO 91 -40 54-1T: SK -6A TOTAL P.06 DATE: ' ` 7 -23 -9 ;PROJECT NAME: ':. PARKWAY. SQUARE -BLDG A- MAGNOLIA HI -F1 Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # ; XX Revision # 3. After Permit Is Issued DEPARTMENTS: Buil i g ivision Public Works [7 TUES /THURS ROUTING: Please Route ..crk arrr F.ar rrtrxf. iK ct¢71 ;; VMF,42,..'J "bi $4 + _ + y,akM4.fix'iEFk3"IAMIrA CAF'AVCY i: Jardxls^../T rTG' C t7: f »i_'ac4.4t'Afi %Kti,�,tAU.'S'}!YiS Poolyit ‘- CoO`ra . Ccp PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Review Required Approved with Conditions n n Planning Division Permit Coordinator DUE DATE: 7-27-99 Complete Incomplete n Not Applicable El Comments: No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 8 -24 -99 Not Approved (attach comments) Ti REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) C WRROUT[.DOC 5/99 REVIEWER'S INITIALS: DATE: :PARKWAY SQUARE BLDG A `(MAGNOLI O riginal'Plan Submittal'. ' to` Incomplete. Letter R esponse to: Correction Letter DEPARTMENTS: evasion # 2 After Permit Is Issued Build Division AV 4 r 11 n - I Public Works Complete TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 C� PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Fire Prevention 1A Structural Incomplete n Structural Review Required Planning Division Permit Coordinator ip DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6 -21 -99 Not Applicable Comments: No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 7 -20 -99 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved _ Approved with Conditions Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: ^11m.t.'..4-p4/V,, Xie Bail iala5C4 5sr it /lwRD rf ."xavatToAS: DEPARTMENTS: Building Division / ' 411 Public Works Complete ri Comments: TUES /THURS ROUTING: Please Route Routed by Staff APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Fire Prevention oli- Structuralh, Incomplete n n n EREVIS REVIEWER'S INITIALS: U'R•ROUTE.DOC Wee UTING PARKWAY S UMBER: D97 -0406 riginal P..lan. Submittal ,; Response to Incomplete Letter evision # 1 After Permit Is Issued esponse to Correction Letter #; (if routed by staff, make copy to master file and enter into Sierra) Planning Division Permit Coordinator sr DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-20 -99 Not Applicable Required n REVIEWER'S INITIALS: DATE: DUE DATE: 6 -17 -99 Approved In Approved with Conditionsn Not Approved (attach comments) I REVIEWER'S INITIALS: DATE: DUE DATE: Approved with Conditions C Not Approved (attach comments) DATE: ACTIVITY NUMBER D97 -0406 PROJECT NAME PARKWAY SQUARE — BUILDING 'A' DETERMINATION OF COMPLETENESS: (T,Th) • COMPLETE Zi COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED Q REVIEWERS INITIAL C:ROUTE -F Peq &'ord- NOT COMPLETE El DATE DATE DATE PLAN REVIEW / ROUl SLIP 9 ARTMENT: ie ING DIVISION PREVENT N P G DIVISION fg 1 1(-C 1 : � as -51 C WORKS O STRU COORDINATOR b hi DUE DATE 1 -6 -98 NOT APPLICABLE 0 TUES /TSURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED ROUTED BY STAFF U (If routed by staff, make copy to master file & enter Sierra.) L DUE DATE DATE 12 -31 -97 1 -20 -98 APPROVED El APPROVED WI CONDITIONS E NOT APPROVED (attach comments) Q i DUE DATE APPROVED W/ CONDITIONS Li NOT APPROVED (attach comments) 0 (Cerdticadoa of occupancy rcquitsd. ) Revision No. Date Received Staff Initials Date Issued Staff Initials 1 1 5- lq -qcf Staff Initials Summary of Revision:50in ah n Ane] ci mhse_. 6j-cc / has been rem oved. Columns i in -ft 0+ IvIag nO1 ICI Fli-- Ei slightly rdoca,*.ci. All 6 same- n o Chainge6 Received By: ' sf /Ft.,/ Pel h Revision No. Date Received Staff Initials Staff Initials Staff Initials 1 1 Date Issued Staff Initials Summary of Revision: Received By: Received By: Summary of Revision:"To r e i t s e . - r c 4 s c : 4 c A iv 4; o4 VI a.5 no I ic J4 - Summary of Revision: Ai u 1 s t c _ 0 1 ti Alt tt, / 40 14...t Onclae. ciftef 4 P. I Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 1 1 Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 Staff Initials 1 Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 3 1-A3-949 1 bh Summary of Revision:"To r e i t s e . - r c 4 s c : 4 c A iv 4; o4 VI a.5 no I ic J4 - Radius sk9r1 -Geode and add ;Ilion o-F Onclae. Received By PROJECT NAME: Site Address: REVISION LOG PERM11 10:. Original Issue Date: E3 • (p lase print) (please print) (please nt) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7' Z 3• 9 e l ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Ei Revision # 2. after Permit is Issued Project Name: A v k■. a v J S T k ve. - � : n - A y.., 1: 4 • - �•' Project Address: o ut"h Gt." f7q,. Contact Person: ke s << Phone Number: H 2 S - (..' 0 2 Ll 9 S14, Summary of Revision: 0 1: r Department of Community Development Steve Lancaster, Director City of Tukwila — C o : C oiOr c h Plan Check/Permit Number: t) - ( : )4 ° ip qS C : c. 1 IN Sheet Number(s): �- A I - 2. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on REVISION N John W. Rants, Mayor RECEIVED CITY OF TUKWILA 1'►I n 19q( PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax. (206) 4313665 ❑ . Response to Incomplete Letter ❑ Response to Correction Letter Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: 6.' " /13 q Plan Check/Permit Number: 17 °l 7 -O L(C7 (, Project Name: �.c -c { s u Project Address: (4),./ < f'4v /-,A.det4 Contact Person: RCir V/o •�iJ rvsk.n Summary of Revision: 'e•u,' s e o cc /00'7 1 $ , / " 2 , A--3 Sheet Number(s) P " 2_ A - 7, A- i\!IS ION NO1 _ 2- "Cloud" or highlight all areas of riisions and date revisions. Submitted to City of Tukwila Permit Center � i ED Entered in Sierra on i ! U � l n A (/6e4)-70 (. (,oc) 4c A"e ('E P~.E Phone Number: /2S (PC' Z r - Co 0 — Ai" S .tK.•r /v%.. ( C41.475,- - RECEIVED CITY OF TUKWILA JUN 181999 PERMIT CENTER 3/4/99 w:rcW.aun _ WPSI tiahi c ice✓FnIWrY MC1 +teF+Hwt. .bt`+r+i«.w wun ATTA k-eo Ckle)Sefr Date: S \ ° — ¶ 1 Plan Check/Permit Number: 17 1 7 — Qy O, ❑ Response to Incomplete Letter ❑ Response to Correction Letter Revision after Permit Issued Py IC \ Project Address: , 1. )o c ) kin C 2vA Contact Person: Ilj P Ve) rL 5 1c Project Name: CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Summary of Revision: 3, j,�, C ham,- / 0 Af7, 5 , . 5 ><e 1/ ii l9'S beer ✓'e"4 eve a Cn10∎4')A ;' - �vc... 4- aiC 1 v l ► ✓► 01 cx 4 - 1-- ; S I , S (+ I,i► IV kvA. f eci prat ., /, ' / Sheet Number(s) '� ,,/ // ✓e.rno , fpd f oevi O , 5 "Cloud" or highlight all areas of revisions and date revisions. Phone Number: yzs boo - � ►yip ch4 S �A r 4 P P TUKWILA Tim/ 7 4 1999 RECEIVED CITY OF TUKWILA Submitted to City of Tukwila Permit Center 09 MAY 1 11:99 [v] Entered in Sierra on 5 -q°1 PERMIT CENTER 3/4/99. :..i * i t *!,.is . * *4* *.*:::V* ..k*:A;A A *.* * . )i-.*4.* 4 *** A * 444 A ..!'t A ** A A * A 74* .4 * .. 4 . A **;1,:, "" 0 Li/ • . . . , • . . 1 i, ct ri ;-, rill • .. *** *4 A;•'..?: .4. A; * ;11::,* * A 'A 4.4 4 'it, * * . . -.**. -k .,(e A qv * *.* * -t, * * *4.: 7/ i,i ..k 4 *- :it:* 4 - A A * A A:* t . . .. Z 0 0 9 , M 1, -1 ' :2 i V. il t. i' • t ::. ii 0. 1. .•.,•..Y.:: mo (AA t, t ..•.• - :, '. , 21 „ 0 0, —+,-...,4-/ - -2•',H ,, ,it ',..4' 0 9 0 1 ,. 1 .. „,.. „.. ., . . •••• 0 tit :;.; tile,t.110 ii*r...• C 0131-1'-. N 0 t a' t i 011 : ' . L. E 0 14 OR D •• il 0 12 OA i4 ' : • . I ii it r, - ,f L. 11, ;, • ; ;.. :../ . . . ........„ • ••• , . ,: ... ' ‘ : . . , : . . , : v e , roil . : . 4 , . . i . r . • . r . i D91 -..! 0 0 ( i i , . . , • • • :2t 0. : • - I) i i t . ) pi: ft i i i - ' DEA) a I . Eli piii 14T - . : P L • ;:".:-.'..-.•'• . Mc ‘... :' 262,304 91'3Y !..i :i1A tit's:di ': 100 (:;•. „.siiii t k C E tL ft P? . . : o a I F ec.3 i :- •. , • i , 2 3 ',..3.5,, .46 . : • ..... 1 . kJ's Vi m i:i.t ,., ...:' : -. . : ., • ..2 J. ,: 0.0 - '1 t Er.: 1 i.1 ,,.i-': ril, t s 3 . •2.'„ 2 ,... '3 titj...4 6 .,, .:, :.,.. '..- -.... "..-,, ...::: '.' '", ',..; , : •:: .: ' '',.' :- ' : •.-- '`,... / : . li a:I 411c e r. '. : • ..":.• ',-'..i10.0.,..*: ,;. : ;'' . A if •,:4...,:ti-*..k ±, It 4.***44,4. k A'.1... ),;•-.,, *4..,* 4...k.i.•A:.)..*.t•;‘ *-•?,4i•.1,4 '_:, .,,,.: ,-: ,•, 0401.. C0 cie '-: ' .. - .. De ‘:3c:.r. in t .i.o 11 • • • - , f '..• . . ' t4in 9 Lolt . ' • , ' - - 00(?•/;;;45•;.W. 1 (). .• . • 2 :PL.At4 CHECK • - . liCiNNEEi 21..00 . .....,..........,.................. ........................... ,...... ... ........,.......• ........,....... ..•......•..-........... ....... -•...."•".• "•. --...." - - - .- .. • . • . • 7440 09/30 971.6 •TOTAL 21 .00 • • - • - 4 • , ./vIt.1A***kk* *A ** ,kA1 *k** i k *JShk•A*A *hk*** * ***AA *k•4..h*A ** *1A•i4 CITY *Ak kklk t OF l UKWILA; Wp. --- o 0 TRFINSM1T * A•i kk * *A. kA \ •k k*A *. ** •A:k *e.fkk+4�l* ** 4* :t A**AA **k 11•kA**A *k**? k'. Ak •-T:R.ANSMa.T Number R9600097 Amount: 21..00. 07,0El99 10:22. PayMent _Method: CHECK Notation; MALONEY &. BELL Init: CAS P01rmit No: D97 -04,0 T!�pea DEVPERM DLVELUPMLt4T• PERMIT' P4tr•cel, Noi 2t2304••U.U.37 Site Ad4h as : 16600 SOU'fHCENTER PY Total Fees: 24314.46 This Payment 21 Total ALL ,Pmts: 2 Balance: .00 k• A* AA• AA• k*** Ii** ki(* A4* k*, kA•A, v***+ A4^, 1k*AAAk***4A *a*** *AAA: Account Code Derr i pt i on AMouni: 0001345.830 PLAN CHECK - NO')I ES 21..00 4746 07/07 9717 TOTAL ; ; .� .4'ti * :IC kA. *k *i r:AX * * :*kAlr * *Jl* *X *s4?kk•Ak tic . lit *;lc :174 *: *A*4A* C ITY OF. TUE<4lILA. WA —TRANSMIT *1;,4 *A * *,1 *.A4c44* ** *44* :1 *hA *A * **Ak.1e: *. . s** s1h: 1A *.JC-i4kA* **lrA,* *i.A:•A***** Rr"i� {SNIT.',t�i�mt�e.r.� R :7t ?0820 'Ainourit i .391.75 : 08/28.:98: 3./.it 53 ..Wotati.on CAPITAL: COUN'f':(EB..: Ir}i.t: KOP ..'. Perrni `NOt'':R:97=:()40G. Tvper, DEUELOP14LNf PERMIT Parcel :No 26230,4!.9137 e .:Addr�es s.' 1br,00 5OUYHCENFE.R PY Total tees 2.2'93.46 Pavn,errt 1.;39.1. ? i : :',Tct�t.1: ALL.. Pmts; o 3.293.467 8alanc .. Account Cade Ueterip ion Yiu01:J22.100: BUILD.INO tiOPIRC:i 0'00/386..904 STATE 'CIUILI)ING SURCHARGE Arnour l; 1.387.25 4.50' k 51.76 08/31 9719 TOTAL 1391.75 CITY 8F'j,IIL RECEIPT PW DCD 1387.25 PW DCD 4.50 CHECK 1391.75 08/31/98 1 16 :50 0097 5.176 * *.4A.AA.AA*AA ** *4 *14 *0e* *h * ** *•AAA *,1* `XTY OF: TUKWILA, Wf. TRAWSMI r •k i *** •k •k,A # .k A A A. *:A' r * 1. •k A •k • * at A. * * *4!*** * iw .,4 .4.4 TF{ANSMIr' Numbe,' R97,0 9B: Amount 901 .71: 1,2/31/9'? "14 „59 P�y.ment M had. `:CHECK flat tiara CAF�ITALP�C.[IUNT:IE� in itl KJP.' P r=m�t 'No "097- 0 Type DEVPERM DEVELUFmEN.T PERMIT Pirrcei' No:: 262347913'T: Site , Addr'ess .I 00 SCIUTHCENi ER;: PY rotal . r 2, 293.4 , 901,71' Tot ' AL:L•':Pm.ts: 901..71 BalanceL 1A A * *** *A1. * *`k'* AAA****' 4* 4.•* A•k** *,hAAAA*d *•b **.AAA*4 A.*i1*'AAAk**k • 'Account ,Code Desci ipt i,on ..'Amount 000/';345'.E30 PLAN:, CHECK- NOMPESa ,pr�J r t � ` , � � of Insp ction: A res : l� � - Sc ,Oy Date ca . . Special instructions: Date / t C� p. Requester: Z5_5a3 -56,72 INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D4 -o�luo PERMIT NO. (206)431 -3670 Corrections required prior to approval. ro Inspej r: Dat7 /4.64) 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: P ject: 41 d ( Type of 17 14 ,tr r s: r U O 4,/ ,of), 1�'vl Date called: /0 Special instructions:. '. +kU Date wanted: a.m Requester: '� Phone: 5-5o -3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tuk it l yvA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 1p �� $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 ' ct: i Type of Insp ion: /� -'AYv d e Date called. / 6/ 1 / /9q P ecial instructions: ' Date wanted: C G� . m Requester: Phone%• 3 . 5e 3- INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 D Approved per applicable codes. COMMENTS: T7 7/i 7 60(7 1? £cLs, (,i P t ,J.4tc, A , j ? c s ffl (c9C v.t-t . J $47.00 REINSPECTION FEE REQUIRED. Prior to inspect' n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. ect: r. 4Y-akArg—S 6i Type of Inspection: FAX1.24- Date called: A716 2 :90 _ • 0 Cr /a7 Special instructions: Date wAqapd: 7 t',179 9 a.m. p.m. Requ ster: icejefet-1-4> Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION No PERMIT N INSPECTION RECORD Retain a copy with permit (206)431-3670 ri Approved per applicable codes. 'rrections required prior to approval. COMMENTS: 04,3e4Q<I> Al-E4-x(Partc 1/(1 4-7 S - E1-2f4c#_. 4 0-X- 06-net (9-v Date 3 $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: ec :. • - . 1 . • . ' W.( - -,.......-....:r.....- .4 eL itry : ..tre ir vor) .. ., . * call 9 Ko 'Special instructions: • T D 9 e l • • R E2bytair d ,... Pbarte: f /02 • INSPECTION NO. :, tni f OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECORD Retain a copy with permit D9 (206)431-3670 El Corrections required prior to approval. 0Ap COMMENTS: / 47 "14c-cro 6.4 ,44LdrP)t=i Mxcfs tovii U $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 - / . C i g /4(G /A...(6r, ok._ Co &M/ Opt., Z Siolect /.See )44%)1 .4.f4 (LS ( il;.lc7 7 . 0 ,4-bh (` c // .r) t.STS- c•k rS t%t. -.'t"oiCTS eerT c car -- Mc )11 6.. ,,ti.(. -1 5 06.4.- ,,ifq T ticee .per. re.-_S' 40 5 4 Z77. l7V/ 5 4' Si C (0 C /./' /4' l:.C.46 rT•'c '/ a.m. P.m. C, (�cr L � e(( H e,ale f i r /94 TS i9`LfW/e Pr t ti A- .1)a so Type of Ir. % do X���7 f� l e Address: (4,V00 —• 5 C6iti Date called: e Special instructions: Date w to + 27�� / a.m. P.m. Requ ster: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; WA 98188 n Approved per applicable codes. ... rtections required prior to approval. Ins 1 Da (206)431 -3670 p . NOY. $47.10 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7�9y Receipt No: Date: •i Projec% 1 \ ( T pe of Inspettion: a VI( A Addr8s: .\ S Vzi It\ D called: 8-.25-94 Dattrat1: Special instructions: . s c ntrc k L 5 I /e/pOn S-, Ceitr DUI-RA Requester: 1 ' \NDC Phone: A7 9 6 ):3 1=1 Approved per applicable codes. . „ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: (op ■ >trz i Ale (7, 4 -64.-r7 rP1 Alt9 P - free-1-11 :)-2-' o fAtike:2_ $47.00 EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: 84 N Qt - I Ton: i u• c I d: Special instructions: . 1 Date wanted: A-6 — r' ' p.m. Requester: I ?ml 'Ilse Phone: .6 tc-c3 30 3 • . • PERMIT NO. (206)431-3670 proved per applicable codes. El Corrections required prior to approval. COMMENTS: Fong sAiko4p7 Insp Dater, q 0 $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: P 'ect: j . �//,64 � L� Typ Inspection: Q ,�- � te r- /✓ �„Y' T ' A "20) Date called: G/ o S l i t ctions: - -/&&0 t y. 6° Date wanted: t i P.m. Requester: 4 ,4 9 ` Phone_ : ‘-575—,303 i. f: 4"rl :l`.iGx1:.S'..•v�: ^.w7� L:: i INSPECTION NO. , INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: P.doj pu - --W v tf�. 7,- �( [ Type pe v n 1� � A /y _/, r/ / f ' � � C Date called: O p /I /1 / pedal n tru .. r • �'i �C re. 1 6.- 1 / D: ate wanted p.m. Requester: Phone: ? !A —.5754 0 INSPECTION RECORD IMAM POINVIONOWAtta01.0.01011.1M1110144 Retain a copy with permit INSPECTION NO. PERMIT NO. dam. CITY OF TUKWILA BUILDING DIVISION 3�ie ter �I�O�i,ik9 (206)431 - 3670 Approved 'per applicable codes. 'C6orrections required prior to approval. COMMENTS: /'" 7 //4(i ,/ .C. r?y3 / /Q s 1 �-7 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ' t • I Ty of Ins ct'o 73 em.„... ,d6404 5� , Date called: J 1 r Special instructions: Date wanted: 9 Requester: / P 5 3 5 G -u, INSPE •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 S �(d#1nvrl WA 98188 COMMENTS: INSPECTION RECORD Retain a copy with permit 1 o PERMIT NO. (206)431 -3670 El Approved per applicable codes. „Corrections required prior to approval. 0 $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 C ail / I 1 jed /I A - IS - - 2 /47i-70. e //e- ('p G C/s-1 6',9-s e"--s . ( u' . JET 4ee �/ cT rc9rlOr /Airs Zo«-7-7i 1 ?'�.° T Pc V, e- A- s P , 606/fie6 - 5VAAA r7 X j /elect- -4V iG- / ? L Pihonnal 5 _ 5 3'S 67 2- n ar t I5 YPeofsPection: /.0 Date called: ( r s � S ao /, pi Special instructions: / Date wanted: . Requester: L2C.�' Pihonnal 5 _ 5 3'S 67 2- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 63Att1on e Bluk100 „TTAwila, WA 98188 PERMIT NO, proved per applicable codes. c orrections required prior to approval: lnsp x/99 (206)431 -3670 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: Pi : S CP(411-K.‘. Type of Inspection: 44 , J Address: A ig 040 .CC "c—en Date called: Special instructions: V A Date wanted: a.m. p.m. R uester: il"( 4 Phone: i A.) if2A 5 5 7 2- - . • • I • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenteralvd, #100, Tukwila, WA 98188 i017-0KAP PERMIT NO. (206)431-3670 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: (41-7,zio, ititi 44.4 7 0-0". Inspector: Date: 4/ 0 $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: par kway s u a re, Type of Inspection: w Fi 1,161 i \ Address:0 „ nth st 4 pate 10 0 called: jo 13 Special instructions: aid A S Date/wanted: Jo ... 114_29ci V . Requester: Leonard Morsah e P t hire: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • s INSPECTION RECORD Retain a copy with permit Dc17- OLIO PERMIT NO. (206)431-3670 Approved per applicable codes. [1:1 Corrections required prior to approval. COMMENTS: /0/I tit F9 h d gp 4' "A-Utter( pay Inspector: 60 Date: / 0 1 /79 1 , $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: Project: fp f n fVir n Type of Inspect : P•R— / 7 . h fl4 .' n Address: /( ©a S .rgo P D ate ca l d: thy Z, , Special instructions: - wap te ?'� 0.(t ^] �l aCl p.m. Reque ter: - 2 /7 /GIe. !v P,none: c/.�5) so -�� z . (I/45 fllz.- / g' zq INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: bey? =oto& Date: / 7. 7 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 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: Fireproofing' • Aggregates Shotcrete Concrete October 13, 1999 Masonry Asphalt Roofing ,' File: 99-330 P. ilin6 S t I Dave Larson S ' o i City of Tukwila Building Department W d 6300 Southcenter Blvd. • • Tukwila, WA 98188 Project: • Parkway Square Building A Address: 16600 Southcenter Parkway Permit No.: D97-0406 1. Structural steel erection-field welding Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President cc: Mulvanny Architects-Kelr Vondruska Maloney & Bell N.W.-Lonnie Tel: 881.5812 Fax 881-5441 • P. 0. Box 2523, Redmond, WA 98073 A.A.R. TESTING LABORATORY, INC. • CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCREDITED LABORATORY This is to advise you that special inspections are completed on the above referenced project The following inspection was required and a copy of that inspection report is attached. To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. . . Physical Site Inspection Report Date: 9/24/99 . Inspector: M. Sorantino Job Time: Date Mailed: 10/15/99 Reviewer: C. McBride Air Temperature: Inspection Performed Visually inspected welding of channel connections inside existing structure, and welded cold formed steel members (studs) on outside of existing structure for storefront signs. Welds appeared adequate as per the approved plan: revision dated 6/14/99. Bolting inspection did not take place at this time. FIELD REPORT Field Report Number: 22711 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 CLIENT Mulvanny Architects ATTN Keir Vondruska ADDRESS 11820 Northup Way,#300 Bellevue, WA 98005 Job No. 99-330 Project Parkway Square Address 16600 S. CTR PKWY City Tukwilla Permit Number: tor -„ 040 Caw Copies To: i Building Department COMMUNITY DEVELOPMENT: ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. RECEIVED OCT 1 4 1999 City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director Joel Yamauchi 11820 Northup Way #E -300 Bellevue Wa 98005 RE: Permit Status D97 -0406 16600 Southcenter Pky Dear Mr. Yamauchi: 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. Sincerely, Bill Rambo Permit Technician Xc: Permit File No. D97 -0406 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director March 15, 1999 Kew Dylan Vondruska. Project Manager Mulvanny Partnership 11820 Northup Wy, #E-300 Bellevue, WA 98005 Dear Mr. Vondruska: This letter is in response to your written request for an extension to Permit No. D97-0406 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, anetriin, Building Official DG/bh Fit it No. D97-0406 Request for Extension - Parkway Square, Building A 16600 Southcenter Py 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 1Vlarch 10 .1999 Mr. Duane Griffin City of Tukwila 6300 South Center Blvd. Tukwila, WA 98188 R e. ; Permit #D97 - 0406 / #D97-0407 Parkway Square Dear. Mr: Griffin: In reference to the above-mentioned projects, Mulvanny Architects recently requested and received a pe rmit extension for project # D97 -0407, `Building C', (see attached). In reviewing the permit it was noticed that this project is actually broken into two separate permits, Permit # D97 -0406, `Building A', and Permit # D97 -0407 `Building C'..When I requested a permit extension I referenced the permit for `!Building C' only, in fact we need to extend Permit # D97 -0406, `Building A', as well Please accept my apologies for this oversight and if possible please extend Permit # D97 -0406, `Building A'. Again, I apologize for this oversight and hope this will not put a kink in an exciting renovation project for the City. of Tukwila as well as our client Capital and Counties. Sincerely, MULVANNY PARTNERSHIP, P. Keir Dylan Vondruska Project Manager KDV /KDV t iin t C MAR': 1 ,1999` E'ELOPMENT ... 1yHtlt.VtY101004, Jerry Quinn Lee • Mitchell C. Smith • Ronald L. Maddox 11820 Northup Way, #E 300 • Bellevue, WA 98005 • (425) 822 -0444 • FAX: (425) 822 -4129 JUN-29-1999 15:46 LM .Maw Consulting Engineers Fax Cover Sheet DATE: June 29, 1999 T0 Ray Codcerham City of Tukwila Building Dept ci9740f4 K.M. MAW, p:E. - Dq - 1 D/"- 467 o4oe• Parkway Square 97-40 Keir Vondrusica FAX: (425) 822-4129 Lonnie Morgan FAX: (206) 575-9304 Number of pages including cover Magi Message Dear Mr. Cockerham: Enclosed are revised framing details SK-1CA, SK-2CA, SK-3CA. for the above named project for your review. Please call if you have any questions. Sincerely, K.M PHONE: (206) 431-3670 FAX: (206) 431-3665 PHONE: (206)624-7146 FAX: (206) 233-9271 Central Duileling 810 7hird Avenue &sail., Washington 98104 (206) 624-7146 ' PROJECT: PARKWAY SQUARE l'EGICIINEI:11 KM DRAIN: AN BUILDINGS C 4 A JUN -29 -1999 15:47 5 /13". PLYWOOD, TYP- -\ 2x6 MOCKING \ 16 -d TOE NAIL 1 OC EXISTING 3/4" PLYWOOD 2X CONT. 2 -16d NAILS EAZX6.. -- 435 I•. ISTII■4 TRUSS SIMPSON 43S EA. SIDE, TYP. EXISTING BEAM —V KM. MAW ASSOCIATES cemmALTING 1114CANIIIIIt 810 3RD AVENUE, SUITE 640 SEATTLE, ILIA 98104 (206).6241146 K.M. MAW, P.E. EXSITING TRUSS TO RE1'1AIN PROJECT: 7ARKWAY SQUARE .BUILDINGS C I A TITLE: 2x6 EXISTING STRUCTURE SCALE: 3/4 1' -0" P.03/04 EXPIRES 10/24 gPeo J 6 -29 -99 DESIGNED: KM DRAWN: AN PATE: b -22 -99 _JOB NO: 97 -400 SNT: 5K - ICA JUN -29 -1999 15 :47 K.M. MAW, .P.E. 2x6 • 24U O.G., TYP. I/2" PLYWOOD, TYP'. 5IMPSON I.1, TTP, 2x6 CONT., TYP. 5/8 PLYWOOD 2x6 • 24" O.C. W/ SIMPSON U26, TYP. 3 -16 -0 NAILS TO EA STUDS KM.; MAUI ASSOCIATES 004041 TP46 iNCSINEIRIX 810 VW AVENUE, SUITE 640 8EATt .E, WA 98104 (2e& 624 -1146 • 2x6 BLOCKING,TYP. 4 -t6 -D TOE NAIL EA END TITLE: FASCIA LEDGER DETAIL SCALE: 3/4"a II-e" EXPIRES: 10/24/Z90 0 JOP! NO 21 -40 6-2S -SS PROJECT: ; PARKWAY SQUARE °1DA $UILDINC�S C 4 A � � AN QATE: 6 -22-3e 514T: 5K -ZCA TOTAL P,04 K,NUIC) p r. •-• STRUCTURAL CENTRAL OWLIANG SEATTLE, WASKINGTON 98104 624-714s I 1.4.....m=4 /JS / • .1 40. ••■■***, •••••••••••■■••46.•••■•••, STRUC ILIRAL DE:,;;IG'.'...1 • ;HP: DA iF•_:...;;;:f LOCATION — Zr s • ZS '7. F CA'( Ca-K ,(/ ZOx 2 567 2 - r- 7 3 3 - r etroak • lz •/x,/ • "7:2 b/ /-.1 6 - 6 2-- /, Lt 7 CHECK_ sEB 2 1998 0_56 • B LD1NG DIVISION/ /c9 D xt& .3.7 c, >41 &W7A/ 77 0:v /A' 2-0 -‹ 7 • 2 4. ...,1 1.1. . il, i i r . 4 , . i . fri ..., , ,k •- . ,... , • ., f-: al ,,, w539 ON A)... ES --:-10 DR1•6406 • t.'.•:(:**: I I:7D 1997 • KM. (i0E) mt,,,,v, p N 1 DF:::3IGN cET DATE STRUcYrUIIAL ENGiNEER ! PR() '4:i ;:."1 ,Ae9 se-.j' DE:1(7.1 L' cr:Niilt.,;_ ouiwiNG° SEATTLE, WASHIN'G'10t4 t:LtIN 624-714b L 7 • '"" . • r:!„ : .....- ........-....... CI ;i7:CK ......___. ---- ...:—..,......,... ____._..L...% 5-X/ l'•//A/ • /44:)/e -7 4.4/ • 77-5 cAl / 1 i.r& so/sv-- 2 4 9c 4..c A s' Ze. /1 Al 0.391 ? ) /4 /. e// / // 7 77e / )(' 31c /-res = A/zr /2 • .. EXPIRES 10/24/ nriclEtvra; CITY *(1!:( • _ Cite of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director Joel Yamauchi Mulvanny Partnership Architects, P.S. 11820 Northup Way, Suite E300 Bellevue, WA 98005 Parkway Square, Building A - Permit No. D97 -0406 Parkway Square, Building C - Permit No. D97 -0407 Per your request, the following are the outstanding fees associated with Parkway Square, Building A, located at 16600 Southcenter Parkway, Tukwila. Building Permit Fee $ 1,387.25 State Building Surcharge 4.50 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, /11.12icy... -./4 - Brenda Holt Permit Technician xc: Permit File No. D97 -0406 and D97 -0407 5 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431,3670 • Fay (206) 431-3665 • • 's ••=. REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REG I ST . # 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 61, Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES ti I Capita �\ /ET ll £ I Counties iiiiMilig USA, I[n:c BUI LDING A 11 ukwi1a �YTV aD > AumN VICINITY MAP INDEX OF DRAWINGS . GENERAL NOT \ _ ARCHITECTURAL I. FRE- CONSTRUCTION W/ LOCAL JURISDICTION AND ARCHITECT 15 RECD PRIOR. TO STARTING TO STARTING OF ANY COSTRUCTION WORK. 2: ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL, STATE, AND FEDERAL CODES, STANDARDS AND ORDINANCE (SE SITE AND BUILDING STAIGTIC. B 9. DE51 PERMITS, R CONTRACTO ACTUAL _ _ OWE SH T WTI. PERMIT APPROVED FENC TO 4 . PROVDE TEMFORARYSTE TRAFFIC CONTROL WRNS CON5TRUGnON FENCING TO FENCE OFF AREAS AND MODIFY TRAFFIC CIRCULATION: 5 GENERAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY R ALL FIELD CONDITIONS. GRADE .EVATIONS AND LOCATION OF ALL EXISTING SITE UTILITIES. NOTIFY OWI& ARCHITECT IMP7 ®IAT.Y OF OBSTRUCTIONS AND DHENSIONAL DISCREPANCIES WITH EXISTING 6. CONDITIONS PRIOR PROCEEDING PROC INS KITH WORK, 7 Amucalr FIN UNLESS NOTED OTHERWISE: DISMANTLED; PATCH AND REPAIR AS REQb TO MAT. HMERE EXIST1. CONSTRUCTION 15 REMOVED OR 8. DE516WHUILD ELECTRICAL, MECHANIC PLUMBING, AND FIRE PROTECTION SUBCONTRACT WORKS � PERFORMED 5R- C . q. LI6NTINIG CALCULATIONS FOR LWILDIMI6 AND SITE INCLUDING CANOPY LTG. 10. DESI 6N/B NABUILD MEGH 8 UILD FIRE . 4 ELE ELECT. T. S -c LICENSED RESPO FS OF TRADES. SUBCONTRACTOR IS RESPONSIBLE TO SUBMIT AND OBTAIN APPROVED ONTRACTORS ARE E RESPIN5I8LE FOR PROVIDING REVD ENERGY M LOCAL AND STATE FIRE MARSHAL PRIOR To INSTALLATION. ALL SPRINKLER SHOP DRAWN. FROM WORK' L MEET APPLICABLE NFPA STANDARD, UFP, BJIL.. CODE, AND SPECIFICATION. GJEMIT APPROVED ,DRAWINGS .TO ARCHITECT FOR REVIEW I __ PILE CO P `1 rAOtor rsland rro lh • al Nye Pl Cle -arknoe Fion nd N,ProcsCUn are I dns not iUlat Itrac 1IFtecf:; rs Ur a/ uth and ro ed pia or t U - and aVProval of dL co U Rer t o edyed.f any f i coPY aPPfd a ewl l By '.. I I D (,-9S - s� otIe J o a -:•. No. T PE €IM`. . OH 1 'REWIRED f E IGAL ❑ qp Gk1AT'L ' CT LOA I ❑ P 1F5 � i• ❑ " ' o � p � � M y y 1599 , ,, y UTd,DSeT 4T ° ' I " ' -• B77, G DMSIO ^I T5 TI smut TLE SD LAND SURVEY (FOR REFER@ 10E O4LYJ 5D2 BITE PLAN A-1 at ARCaED FLAN58 DETAILS A-2 REFLECTED CEILING PLAN 8 DETAILS Are EXTERIOR ELEVATIONS . A-4 BUILDING SECTIONS t DETAIL STRUCTURAL r.s R �• 5 r f ,'r ,r : .M 'W:+ � x EU �u f /SOUTH - • CENT *R - 1 �„. T� FOUNDATION PLAN S-2 FRAMING PLAN 5 - 5 DETAILS 5 - 4 DETAIL t N10TE5 5 - 5 DETAILS E PLANS x "" • S 0 SITE ,•d't s* y ca.rourc TL a pl , s sr � . �TSpp ks ,_ . , SEE EXISTING SITE SURVEY ` �$ FOR LEGAL 3 a DESCRIPTION FOR RE.EWE ONLY ABBREVIATIONS LEGEND OF SYMBOLS PROJECT DIRECTORY A... ACOUSTICAL E EXHAUST MR_ METAL FWD. REQUIRED A P ADJUSTABLE, ADJACENT EXIST FLOO NG R DRAIN MIN MFG. MAMMFALNRINI6 RO, ROWH OPENING ALUM AL)M104 EXP. EXPANSION MFR MANHFAC111RER Sae, SCHEDULE A.D. ANODIZED E%T. m.H. N . MINIMUM 4 SPIT. SFEET MANHOLE 5L. SOLID CORE A .D. APPROXIMATE FD. FLOO BD. BOARD EON FODATION RISC. MISCELLANEOUS OM. SIMILAR BLDG. BUILDING FE FACTORY FINISH MD. MASONRY OPENING .. . SUPPLIED INSTALLED BY 010100 BLK BLOCK FU FLAT HEAD Witai MR MOISTURE RESISTANT SO.I.G. SUPPLIED BY OWN✓BR MKS. BLOCKING FL. FLOOR HULL. MILLION INSTALLED BY CONTRACTOR sm. BEAM Fla. FURNISHED a INSTALLED MID. MOUNTED SPEG*V. SPECIFIED SOP. BOTTOM BY OVAER Mfrs MHOUMIN6 SQ, SQUARE STW BETWEEN F.RPP. FIBER REINFORCED PLASTIC N.I.C. NOT IN CONTRACT 5.5. SERVICE SINK, SANITARY SEWER CB GATGH BASIN PANEL(5) NOM NOMINAL SST STAINLESS STEEL G.I. GAST IRON FT6. E0071. NT.S. NOT TO SCALE STD. STANDARD G,I.P. GAST IN PLACE GA. GAUGE OA. OVERALL 511. STEEL GL GBITETR LINE, CLEAR, 6AL, GALVANIZED OL. OR CENTER 57RUGT. STRUCTURE, STRUCTURAL C.L.G. GELLING 6.1. &ALVAWZED IRON OH. OJERIEAD SUS.°. SUSPEtiDED all cON CRETE MASONRY 6, GYPSUM LATH a PLASTER GP'6. OPENING SYS. SYSTEM UNIT 6VB GYPSUM ARD, OFF. OPPOSITE T TREAD, TOP WALLBOARD, COL. COLUMN GYPSUM BOARD PR1 PARTITION T8B TOP 8 BOTTOM P CONT.. CONCRETE .. . BIBS PER, TEN-. TELEPHONE CONT. cormNS.LCUS H.C. HAND® PL. PLATE, PROPERTY LINE TEMP. TI CONSTR CONSTRUCTION H.M. HOLLOW META. PL.A6IAM. PLASTIC LAMINATE 1 TONE. 8 EROOVE cRNTR CONTRACTOR HORIZ. HORIZONTAL PLYWD. PLYMSOO 7.6. TEMPEREDMLA55 CT. CERAMIC TILE HT, HEIGHT M.G. P RMSL. N6 TYP, TYPICAL DEL DOUBLE HTR DATER PNL. PANEL., PANELING UTIL. UTILITY DiL DETAIL MSUL. INSULATION PR FAIR U.B.G. UNIFORM BUILDING CODE DE. DRINKING FOUNTAIN ..1T /ITS. JOINT,JOINTS FRO, PRO,ECT V.G.T. VINYL COMPOSITION TILE DS. DONNEPOUT L. L0149, LENGTH PRV PRESSURE REDIIGIN6 VERT. VERTICAL DR.. DRAWING LAM. LAMINATE, LAMINAT® VALVE VU WITH FA EACH L.F. LINEAR FOOT, LINEAL FOOT Pt POINT W/O WIT}IOUT EFS. EXTERIOR EMI. SYSTEM LEO. LIQUID QT. QUARRY TILE WD. WOOD. EIRE BTERiOS INSULATI24 8 LTM. LIGHT WE1.1 QTR CHARIER YOWL WMDOW FINISH SYSTEM MAS. MASONRY R RADIUS WP. WATBRPROCF £LN. ELEVATION, ELEVATOR MAX. MAXIMUM RD. ROOF DRAIN AR. WATER RESISTANT ELEC. E LEGTRIGAL MB.S, METAL BUILDING SUPPLIER RL RAIN LEADER Wr. VEISHT ENCL. ENCLOSURE MECH. ME.ANICAL RECD, RECEIVED NAM. WELDED WIRE MESH I EQ. EQUAL HE.. MEZZANINE REf. REFRIGERATOR KYLE. WELDED WIRE FABRIC REUF. REINFORCING YD. YARD DRAIN DIMENSION INCANDESCENT NORTH ARROW 0 --- --- DOOR MARK „'1 LIGHT FIXTURES OWNER: : CAPITAL t ION CALIFORNIA, SUITE SA IWO, C INC. CO S, USA I SAN FRANCISCO CA 44111 PH: (415) 421 -5100 ARCHITECT: NAULVANM' PARTNERSHIP ARCHITECTS P.S. MCAT."' 11820 MCAT WAY SUITE E -500 BELLEVUE, WA 48005 CONTACT KEIR VONDRU5KA TEL (4.) 6224444 FAX: (425) 622 -4124 STRIGTU RAIL: KM, -MAW CONSULTING ENGINEERS CENTRAL BUILDING 810. THIRD AVOMS = SEATTLE, WA 48104 TEL. (206) 624 TI46 D97 .. SCOPE OF WORK PROJECT IS A FACADE RENOVATION OF AN EXISTING SHOPPING G CENTER WU 0.10.5. OVER WOOD STUDS O 24" O.G. EXTENT OF WORK UNDER THIS PERMIT ENTAILS PARTIAL DEMOLITION 8 RECONSTRUCTION OF EXISTING CANOPY, SEA 50001 5 W/ O'ORL OFFING JOINTS S EXISTING CONDITIONS -NEW STRICTURE PROJECT FACADE ENCOMPASS— BUILDING A 8 c ONLY. �® DRD ELF I.usR 1, MOUNTED CONCRETE DOOR CODE - REFER aR C O OF 1, E { r CEILING YxTEO - It - ifl . Tx TO SCHEDULE xuc, aR Y ` 'I' "- 14 WINDOW MARK c CEI TURE, OF LL CH w,uL uouxrm GRANEE DETAIL ©-•' — DETAIL IDEMIFIGTION 12 SCREEN /LOUVER GRADE ELEVATION ® RECESS. PLA STER a LATH MARK 5 N5 OR FINISH GRADE ��j 0.1.1 C OR FRICK ®`— SHEET WHERE DRAM f�3 FLUORESCENT CODE DATA E %I GPADE ® ROOM MARK Q L I GHT F 1 XTURES PLO.. , WALL SECT,I ON oFF �—Raae NA•.£ ® _ DETAIL IDENTIFICATION Tf8 ..... N.H. ® PANEL RIGID INSULATION REVISION FACADE MALL' AREA: V -N �� I p� /•� p� GONSTRIGTION TYPE: '.- v EXIST1N6 SPRINKLERS r) ! � 1° I i I o e EXISTING BUILDING AREA 15 FULLY SPRINKLERED- NO GHAN6E. L W l ! SEISMIC ZONE: 3 NO BUILDING AREA OR OCCUPANT LOAD HAS BEEN ADDED OR REVISED TO EXISTING WIWI.- NO NEW PARKINS OR EXITING REQUIRED NO CHANGE IN OCCUPANCY GROUP/USE MANT FACADE LENGTH O WILDING A = 144' -6 + 55'$" c 200' + 10' = 2I0' 0 WILDING G = 202'-6" + 55'-6" + IQ + 10' = 2T1' -6" BUILDING FACADE HEIGHT - BUILDING A = 21 J PARAPET HEIGHT I5 MODULATION PER DESIGN - BUILDING 0 = 22' -8"t) REVIEW- 5. ELEVATIONS -•-- ® SUP. ll�Tflw e .P.' . INBULATIUI SHEET wx ERE ORAxv SUPPLY DIFFUSER 9 J SPRINKLER MAIN ® M 7 COLUMN GRID EXHAUST m BU 1 LD I NG SECTION PROPERTY' LINE I� REGISTER �. DETAIL IDENTIFICATION Two BLOCKING D I FINISHED WOO FENCE 05 6"4 --- SHEET WHERE DRAM +e- SD SInIt DETECTOR � � 0 9 -------- FINISHED F TILE CONTOURS ® EKIT SIGN ® ELEVATION I 7 ® STEEL ELEV. IDENTIFICATION _ _ • SPRIN LER New .- EXISTING ALLNINN ®--- serr''HERE muvm wo• WORK, CONTROL / IaaER New Srn CONTOU F OR DATUM P01 NT .I L LS. / D / 6 ot CEWIER CE s S U Z — z a" a o Z w n-= Z Q o z o ( 5 0 Q U • 1p girl !a .J1 /4 `. 4vo C mmr terry. ,, r t er se a17ttr rr a>ey e3...." _+�- 6 - L•K C ✓./ a lure sew 1 ` r�r Ssr P• nt 8 -- Pvrrra - Eerer4 Be. -• - � 1 r ■Y.rM to. Orr C Nef W .44/ ST I . , Ae..rr4 75 .1 .e.r Sr4.0I sir fr• '0e.o - ;,f , - } tl 1 ! L � 4 4 � a ' � ' s' f s pr '♦ .error. D cr Be d , d,e 0 6 y ou PPP r se.l 6'C,,, e 4 A 49• 0y' AY' fa' 147 61 lw -' .o.... • BU' orb 124.0' 1rive eurO i AM/ - AiA.rra ' 6 "Cent 41.444 NreReneRS.ti r Ca4rre< Be. S M /lA4r SIArr. Jerrc !err /sere ZIT N41 611.0S Nonr441.4 . I...wa1S • . BD/LD/N6 '4 ~ � s/0. 07' • PARCEL a PARCEL 1? :Se n1 :. 7_• C•r. ,, to to + ^ : ei•Jy.r .:vr • r 4-414•4a, r4 4,mter Den •sc A•I S•arra.r 4 -r ra IrN a v OWlf� Ie9 OarloiodoOarOSere.w. 0412 'Sra4.w ltVia M.M rrrr -1,.•• • tc cur annr . err k e. ' CArg • • Naw -.• Z47, Nrna 7 9S SJ' "ANrr4 • 160•00' TE- 7' 4boe4„ca_Mr .:••4 rr rirr.+vnr 4, roc, /he r.. 4.0/•40S11 Air lief ArAJ:e. C.-- ..r64444. ,r. (r.) -Nor r.e 1.i Nee 4S'SdW 014.17 e erS•ir vu f1 WC Car r.r e.r D .0 off li d DO A N s." 0 (rr Pu.rra (far Ca.e ear.) NB9 IJ 6,9. • PA//rra • we 13.0' WA>/. T4r .: Coal /T.i tree re. Ba w Ayo.rasi 6r•r Nos..l59 .e o 79/LOJ07E1. IS' a U,v nre4�wers 4 - tt. Ma/ Saw /ler elarred Fee 3/4 787111 /oft /Lire -Nor wen. Onafraorr • 1 • f >AV0.40 4S'044'.r4c AMa lercerr E.NAer r. Ala fir //0.77101 ►� P O O 4. >t477 J--. ) `4n•rr= lei '/4Vf4 Curs . • .•avewrrr s._, .r Jra'rmAbe 0.d 1 a Carr a ± .r.M -Ja Far,4e 16 Roe J iV.rM 4,1.04e.v.. 4Trw.rrtr 400: D97 -0406 • N `t • NWP . E(G 1G„ K /N6 couMrC WASN. LEGAL DESCRIPTIOn • • Parcels ',111 end IV or Boundary Line Adjustment No. ALA-349 recorded under Recording ENO. 7904180861, being a revision of Short Plat No. 77 -51 recorded under Recording No. 7710130634, Records Of Kin ounty, being ',a short plat of that portion of the Southeast 1/4 of the Northwest :1 /4 of Section 26. Township 23 North. Range I East. Q.M., felting County. Washington. described is follows:' Beginning at the uoeunented intersection of the centerlines. of Southcenter Parkway '• (57th Avenue So.) and Strander Boulevard (So. 164th Street): thence South 67'45'54• Cast along the nonunented centerline'er said Strander B1vd.. a distance of 325.05 feet; thence South 0•25'50' East parallel with the .onumented east line of said subdivision a distanc. of 30.00 feet to an intersection with the South margin of sold. Strander Blvd. and the knit • point of beginning of the herein described tract: thence continuing South 0'25'58' East a /,< distance of 200.00' feet; thence 'South 69 East parallel with said centerline of. .:,. • the e e Sout 0 East along said o feet a dif 3.20rfeet d to subdivision, the menu- rented Southeast corner of said subdivision: thence North 89 West along the menu - i rented south line of said subdivision a distance of 626.81 feet to the east margin of said Southcenter Partway: thence north 0 West along sold out margin a distance or 1241.65 feet to a point of curve: thence northerly and Easterly along the arc of a curve to the right, sold curve having a radius of 50.00 feet through a central Angle of 91 a tlstance of 79.58 feet to the south margin of said Strander Blvd.; thence South 69 East along said South rrrgin a distance Of 237.72 nee: c• the true point of beginning. The aforerea.soned cnnunentation established by the City of Tukwila under L.1.0. No.'I Contract No. 2 -68. Sheet 1 of 19. Street Plan and Profile. rt • 7 EXCEPT the Vest 3' feet of said Parcels 3 and 4 dedicated the City of. Twkw1 by .� . rent recorded under Auditor's File No. 7912050783. •' 1 hereby certify to PAfDEil ISLAND. INC.. that this plane has been.0oroiled fron a survey actually made On the Wround under my supervision on October 13, 1980. LAND TITLE SURVEY.: :. PARKWAY SQUARE r 16800 SOUTHGENTER PARKWAY "' ;.„ TUKWILA,' WASHINGTON :e' ; . S CALE r'• 30' OCTOBER 30, 1990 • � ... • l Pertgo !n a eb WI ,pm rlfU • E ngineering amo.nwne..•A..a1.,' ,`� a,ee.m.Pwrm wna urwp,• . ' T`eMnai+pYS }e Jai • e j A ' .: 190 - 66 y a ta�f ri: -:�, ., �;/ ...•r :tv v. .r.,. ?.�ek�`.. . ;;,. r a .i,.'eT,6 t;:1. :i•r .. r�. f�. Via• VIM 2 4 1993 FOR REFERENCE ONLY flECE1VED CITI' OF TUNWISA m ! i 9 1999 PERMIT CENTER rc O S S S rc z S' 9 N m U z } Z .e co le 0 Z W Z W .t D i- O Q N i-- U SD -1 F PROPERTY LIME EXISTING RCOF TO REMAIN SEE STRUC . FOR DEMOLITION NOTES - COORDINATE NEW ROOFING WORK WV OWNERS ROOFING CONTRACTOR. PROVIDE 6 INSTALL NEW ROOFING AS REO'O TO NOT Iwo WARRANTY /WAR ,n COPINGS JOINTS TO BE W€ATHER -TIGHT, TTP. STR CON T «... $ - L • , I FI-14 ROOF EXISTS ROOF CURB NEW CONSTRUCTION LAP 4. ROOF EXTEND, MATCH, AND ALIGN OVER EXIST ROOF - SEE DETAIL I I I • NEW :ONSTRUCTIW _ TrP _ I _ _ 1 IB' -0' I8' -0 IEF -0' I8' -0' I8' O' 18' -0' ` I8' -0• L IQ' -0' 13 13' -0' IB' -0' I8' -0' O is ii 12 13 14 IS 16 ® i8 is L EXI3TIN5 ROOF TO REMAIN- SEE STRUCT. FOR DEMOLITION NOTES - COORDINATE N. ROOFING WORK W/ 014.5 ROOFING CONTRACTOR PROVIDE t INSTALL NEW ROOFING 45 REZIRED TO NOT VOID WARRANrc /GUARANTEE. COPINGS 4 JOINTS TO BE HEATHER -nGHT, 7TP7 J5 - 619'43/4' 624' -4 I/2' FUTURE STREET IMPROVEMENT SOUTH 168TH STREET \\\\\\\\\\ . - > ( -) � - * j , ? a + 3 - - w.. .-, t _,__ , _ , ,, ,,,,,_ 7 -. , / - "may ,_ 77- D97 -0 SITE PLAN REVISION NO. R OF E TUKWIIA JUN 9 R 1999 PERMIT CENTER NORTH � [� D 7-0 0 z H U w SD -2 Parkway Square M U L Vfl n Y PERT fl E R S H I A R C H I T E T PROFESSIONAL SERVICE CORPORATION Jerry Quinn Lee • _ Mitchell C. Smith • Ronald L. Maddox 11820 Northup Way $E300, Bellevue, WA 98005 (925)822 -0444 FAX (925)822 -4129 SUBMI TED FOR OWNER ENANT APPROVAL i SUB FOR BALDING PERMIT 37fi0 TN? pR HIiECT � 1EBAYVUIN STATE OF WASHINGTON 3_,,..„ suBMITTED FOR BID CAPITAL COUNTIES USA, INC. SOUTHCENTER PARKWAY I 1 TUKWILA, WASHINGTON U } Z taY Ct Z Q F 3 O W • Y ' p Q U 1 -1 LDING A AP BUILDING PER IT CORRECTIONS a - 1 , 1 - d coN STRUCTION DRAWI0 AS -BUILT DRAWINGS Kelr 0'-O I/2" i 2 _Le ri = 11'-0° VERIFY PROJECT NO. Q5 - O7ic 5 /e" 0 0-4 SAP Eq 16,0" ENLARGED PLANS 8 DETAILS . 10 PROJECT MOR.: KDV DRAWN BY: BRM CHECKED BY: JJY © docum ent P mo y e be h �epr dllucedhis re YY fo�m Nn b yy PLOTTED DATE: 4 -I6 -qq withou p ermissmn in wr bn^ from Mu A -2 B UILDING A \ \V ^VQ' Parkway R, ��� � ���� ■ Mu Lvfn nY PR-RI(' - - 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 -0494 FAX (925)822 -4129 ._.. ... _ —. _, SUBMITTED FOR OWNERTcNANT APPROVAL —,......•-•_ , rw r=v vnir:: v -ia -77 — wihaul Permission in wan 9 �' 1 fl TE OFWASHINGJON Irom ulv°nnY Farinership. SUBMITTED FDR &JILDIN6PERMIT 3- IS -99' SUBMITTED FOR BID CAPITAL # COUNTIES USA, INC. SOUTHCENTER PARKWAY TUKWILA, WASHINGTON OWNER/TENANT/BID CORRECTIONS I BUILDING PERMIT CORRECTIONS 4 -16 - a9 colscnucTIoN DRAWINGS As -no DRAWINGS PROJECT NO. or5-0 REFLECTED CEILING PLAN A DETAILS • da umenl P mo l vebe h l eP( E ',gd t i, anv f mare bP I fineuns cT__' 0 ® 7' 0 0 0 0 SNI151X3 H0,4.1 1 GNUS. 1491`04 I MI WO / I _ „, --,===---==-= ==,. , _ ... 7 r ' 1 1111111111:110" / dy/y / T 7 1 / - ---- - 77// 4:limikiii: Imminii 1 Ur:Mir 1 /2/ . roplim \ - 11111111111111111111111111111111111111111111111111111111111M111111111111111111111111111111111111 1 11111111 111111111111111111111111111111111111t 1 _ _ , - - : , MI ASHOSIREIE 9N1151. HO-LVW IA-3 OUILDIN6 A J P ar �� � �� � M I' M - V - L . V ft (1 n v P -RT f l E R S H I P- v ORAT�ex A R C H I T E C T S P R O F E S S I O N A L SERVICE CORPORATION Jerry Quinn Lee • Mitchell C. Smith • Ronald L Maddox 11820 Northup Way xE300, Bellevue, WA 98005 0251822-0449 FAX (925)822 -4129 AWNING A-i Amws Sa.BMITTED FOR OWNER/TENANT APPROVAL i STUCCO 0 PAINTED STUCCO EIFS. 81fi0 REGISTERED . IT p if II, QNNNLEE STATE OF WASHINGTON EXTERIOR COLORS EMITTED FOR .1L01. PERMIT MAROON COLOR 3 -15 -99 SUBMITTED FOR BID OXFORD BLUE AZTEC SOLO CALOR VAN DYKE, CAPITAL.* COUNTIES USA, INC. SOUTHCENTER PARKWAY TUKWILA, WASHINGTON ONWER/TENANT/BID CORRECTIONS �_ . L01. PERMIT CORRECTIONS __ - AM REMARKS BLDG A ONLY REMARKS Ed1AL COLOR coNSTRUxTION DRAWwxs = As -BUILT DRAWINGS A_ PROJECT NO. 95 -0 7W EXTERIOR ELEVATIONS - Mog 1 -11 Fi } isomomm A. • A. i. LI PROJECT MGR.:KEN 6, l 'NLl J v DRAWN BY: KEN CHECKED BY: JJY Mulvgnny Parinershi a :NI rig retrnyy eC. No port yf this PLOTTED DATE: 4 -I6 -99 © without �e mas on in dfrom Mulvanm OP by e f5y pmeons FI CONCRETE An AYNIN6 CONCRETE AWNING A-i Amws METAL CD PAINTED METAL i STUCCO 0 PAINTED STUCCO EIFS. E.I.F.S. Fi LIPS. EXTERIOR COLORS SACK FINISH MAROON COLOR COLOR VAN DYKE COLOR VAN DYKE OXFORD BLUE AZTEC SOLO CALOR VAN DYKE, BLDG G ONLY REMARKS REMARKS BLDG A ONLY REMARKS Ed1AL COLOR SIMILAR COLOR SIMILAR COLOR PROJECT NO. 95 -0 7W EXTERIOR ELEVATIONS - Mog 1 -11 Fi } isomomm A. • A. i. LI PROJECT MGR.:KEN 6, l 'NLl J v DRAWN BY: KEN CHECKED BY: JJY Mulvgnny Parinershi a :NI rig retrnyy eC. No port yf this PLOTTED DATE: 4 -I6 -99 © without �e mas on in dfrom Mulvanm OP by e f5y pmeons ® .2' -0° T.OL I E.I.F.5. ACCENT SCALE: 3/8' = I' -0° TOP OF AWNING - SEE ELEVATIONS SOLID BLOCXJN6 AS REQUIRED FABRIC AWNING VERIFY FRAMING W/ STRUCTURE AWNING MANUFACTURER NEVI GLU -LAM BEAM I= SEE STICK. � I ® ANN INO .ALE, 1 -0• A\ DRIP EDGE AS REQUIRED MAX • BO. SOFFI • BO. AWNIN SEE DETAIL T /A-4 FOR DEMO NOTES SECTION BASE OF COLUMN ALE: 3/4" ELEVATION VIEW G rel TYP, EIFS -ALL SIDES TYP. LONG. BELOW EIFS ABOVE R.YWD. SCALE, 3/4• 6X6 TS SEE STRUC. BASE OF COLUMN DECORATIVE COLUMN CAP "RAISED" PARAPET O COLUMNS NEW EIFS DECORATIVE EIFS ACCENT SEE AWNING AlEk REVEAL TTP. EIFS COPING W/ UNSEALED CLIP LAP EIFS (DRYVIT) - I' I-4 REVEALS 2'-5° O ta: Oa g •' t :: 7i0_4'iyS ®SIM 3/4' CHAMFER TYP. O LONG. B PSE FLAN DEMENSION ® TYPICAL COLUMN /BASE SCALE: I -I /2° SEE ELEVATIONS PLAN VIEW SECTION VIEW 15 ® TYPICAL ROOF SCALE, 3° a I' -0• PARAPET DECORATIVE ELEMENTS SECTION VIEW `:!: !:•�.'w ° A w' wwwOwO: .�: ❖O:' "•''a •w' %J :� 3/4• 6X6 TS SEE 5 REVEALS 2X6 FRAMING CON, BASE BELOW EMT UP ROOFING - VERIFY INTERFACE NV E�CfTNS ROOFINS TO AVOID VOIDING ROOFING WARRANTY P DOF SHEATHING AIR SPACE - AS REQUIRED INSULATION - ONLY AS RB2./IRED 2X6 ROOF JOISTS 24' OL. - SEE STRUCTURAL. k3/4° CHAMFER TP. TYPICAL CORNER COLUMN /BASE PLAN VIEW O TYPICAL WALL SCALE. b' .1 CORNER NEW ROOFING BLDG A ROOF SIM SCALE, 3/4''.= NO" NOTE: CALLLL ROOFING DETAILS TO BE RO DJA,TNSwNTH ORJE5 RAY VETFEFHULT: D97 -0406 SECTION 14 SCALE. RI EXISTING ROC SHEATHING TO BE REMOVED NEW LIGHT RXNURE (UPON 01.ER REQUEST ONLY) EXISTING T.S. COLUMN AND LEDGER TO REMAIN EXISTING .1511. PAVING ® COP INO / CORNICE EXSIT TRUSS TO REMAIN EXSIT SOFFIT TO REMAIN TOP LINE O BOTTOM LINE SCALE. 9'-6 3/e' CENTER LINE NEW COLUMN 1/2" PLYYND. PROVIDE NBN CANT AS REQUIRED NEW ROOFING EXTEND BASE PLY UP OVER PARAPET, TTP 2X6024'0.0. EX51T LING TX AT AND MAT WI-ERE N®ED EX51T PAVING TO BE SAWGTT REMOVE .15T DOWNSPOUT LIGHT BOX - . CAP CONNECTION TO STORM DRAIN 2 5/8' TOP OF COLUMN PARAPET +25 (.22' -8" • BUILDING a TOP OF LOW PARAPET (.21' -8" 0 BUILDING A) HORIZONTAL REVEAL ai Tf b' - E.I.FS. of I/2' PLYWD. OVER 2X6 IV STUDS 0 24" OL. TYP. SOFFIT BOTTOM CURER 4 FASCIA e DEMOB, O BE DEMO CONCRETE BASE COPING VU UNSEALED CLIP LAP EIFS (ORYVIT) - I" PER OWNERS ROOF COMBAT APPLIED SMALL TRIANSLE E.IF.S. o/ 1/2" PLYYm. OVER 2X6 WD STUDS e 24" O.C. TYP. SEE 3/A4 NBN COLUMN FACADE WALL BEYOLPD SECTION VIEW - NEW SU LAM BEAM SEE STRUO. TOP OF NEW BEAM i BOTTOM NT SOFFIT. ITE,DVE..IST CANOPY w-b" FASCIA AS SHOWN DASHED BOTTOM OLD SOFFIT 6X6 TS -SEE STRUC. NOTE,.AWNINS NOT SHOWN, FOR CLARITY E.I.F.S. of 1/2" FLYYD. OVER 2X6 WD STUDS O 24" OL. rep. �YV5S «f vc J. t o 241999 NEQEIVE cnv or ruX� PERMIT CE z z f A -4 • z z w a (f Z Lu W 8 W l 44- �3 Y H O Q U To. PnPP1eT . 1 - or of lc cnoN . w) bl3 FV p4gT TFIKfs:: . NELJ.. PA SIGNACGE 'MACK -Gi4ANN1=1- .' - (seGTION vIEw) I2 paTToM eF FACADE r (sccpGa4 view 17 bAss ca►.u vic,) ( s B G T I O N ' i ) ®SPARE A1N14ING 1 3 _ (SEGTIO}1 view) :IM BOTH 12R12 4 vBxr- -b trra I - -' ss77 - ' -r F I 5. - 1 N p AGADE 6FFIST. ") I 14E44 I .. �hI Rr=oriN6 , .. '5744 trLA,N /I 44) I4 SPARE S -2' TYPICAL COLUMN /BASE 4f ,TYP IGAL CORNER I -112^• I'-O" 0 CONC. BASE I LINE OF E%ISrB NMK-- /43. I ACE OF EIFSJ ACADE ABOVE we CHAFFER m. RECEIVED CIN.OF NKYJIW •DEC 3 11997 PERMIT CENTER x';16~ NeN %uILT -UP �GPMG ovr� ' MIN EXIT '[a P+� �IAA7 R Go*J R . W i N. m14& (55011 4-J) D97 -0406 RRY I � I pea P lieme S - 1 BUILDING A yW T TT quare P ^ ■ � �v �� �� EWi 11 ./ 7 M. 1 1 V1 1 L / \, 17111 K. T MAW CONSULTING ENGINEER 810 Third Avenue Seattle, WA 98104 (206) 624 -7146 FAX (206) 233 -9271 FOR OuNER/fENANT APPROVAL SUBMITTED FOR BUILDING PERMIT SUBMITTED FOR BID CAPITAL * COUNTIES USA, INC. SOUTHCENTER PARKWAY TUKWILA, WASHINGTON OLLNER/tENANT/BIDCORRECTIONS:. /� / BUILDING PERIIT CORRECTIONS //\ CONSTRUCTION DRAWING. 45-BUILT DR4wINGS 3 r,, P71 L ®I L ME MO MO ME DBL 4x4xI/4 5 I /5x12 TYP. giuUiiuu1E 1 - - eiiiiiiiiiiiIk 5 5 I /8x21 5 1 /8x21 5EE ARC4 EXISITINCs IF THERE IS NO EX ST. !COL. THE DBL 4x41/4 WILL HAVE TO BE ATTACHED TO EXIST. BM 7 ITECTURAL DRAWINGS FOR WALKWAY EDGES, - YP I 1 u111111IItiuuurtr ` ne 5 1 /8x21 5 1 /8x21 W 5 1 /8x21 BUILDING A FRAMING PLAN (i) TO BE VE IED IN FIELD, TYP. I I nrnuuumu4neuuuureuI IuIIuiuluIuI ill 111Ieu m 5 1/5X12 5 1/8x21 Z L 4x4x1/4 CONNECTI nN, SEE DETAILS 8/53,11/53 OR 2/53 WHERE APPLICABLE, TYP. D97 -0406 1399 6 4 -12 -99 4 -30 -9 4 -23 -93 3 -II -98 FOR BULIDLING DEPT. SUBMITTAL ONLY 12 - 31 - 91 0 z F- 0 111 0 21 9 p R NEW CANT BLOCK DEPTH TO BE DETERMINED BY ROOFER , fiw ■I I.--,— - VERIF Y ARCH. Y VERIFY W/ ARCH. -- - 1 - 1/IR -_t 0 < II \ TYP i '4 I/4" \ h`°' I/2" BASE PLATE W/ • .• 1 �1 4 - 3/4" DIA,. EMBED X 6 - y PLAN ANCHOR BOLTS, TYP. c0 6" j, - REMOVE EXISTING \ \ 2-ROWS OF 16d TO EXISTING BLOCK +a 16" O,C. \ \ NAIL WITH 4 -16d e SLOPE '\ \ INTERSECTION -.. \\ Y / { EXISTING ?,9155 x6 NEW 2 e 24" O.C. / I/[" PLYWOOD NEW 5 1/8x21 GL BEAM , evs TS 6x6x1/4, TYP. ' 2x NAILER ®EA SIDE OF TS W/ -. 3/4" DIA. WELDED STUD m 24" O.G., TYP. "4 o I2" O.C. EACH WAY, ��� °ice NEW 2x6 a 24" O,C. EXISTING SIMPSON 1425 NEW 2x12 BLOCKING EXISTING ROOF TRUSS 1 <Qjlp ' . EACH FACE, TY P. �I��I�� ` wim il il -NEW JOIST HANGER 51MPSON LU26 EXISTING BEAM -I -I ,_��� rl _ a . ei I I lil_i =r1 =1 1 = 1 i' ii, EXISTING 2x6 VERT. 2a" oc. - OK. ° EARTH FORM 6" 2 - V' 6" SECTION COORDINATE ALL. DIMENSIONS WITH ARCHITECTURAL DRAWINGS, TYP. New Beam at Fascia 3/4 = ,' - o" 2 Fascia Roof at Existing Wall 3/4" _ 1' -0" 3 xxxx _ _ 3 � 4 „ , \ 4 . TS to Footing 3,4.. _ ,._0 TYP NOTES ALL PLATES I/4" UN.O. ALL WELDS I/4" ALL BOLTS 3/4" DIA. 6x18xl/2" PLATE W/ 2 - 3/4" DI A. THRU BOLTS _ WOOD BLOCKING, SHIM TO FIT ` , .. "OG. I/2' PL. a MID 3/4 DIA'. THRU I/2" PL o MID -SPAN W/ 3/4" DIA, THRU BOLTS, EXISTING BEAM = -SPAN W/ BOLTS, TYP NOTES ALL PLATES I/2" ALL WELDS 5/4 " DIA. ALL BOLTS 3/4 NEW 2x6' m 24 Q //� TS 6x6x1/4 ", TYP. ♦ NEW. BEAM PER PLAN; TYP. TI .4 I/4" 1/4" FIELD WELDS ARE OPTIONAL, TYP. , i2 PLATE' W/ 3/4" DIA. -IRU. BOLT , 6. �� TYP i 1/4 \ ♦ //\ I/2' SIDE.PLATE. W/ 2 3/4" DIA. THRU BOL A- TYP 1 I/4" ` - 6x6x1/2" SIDE PLATE NEW BEAM PER PLAN, TYP, . i \ - T ■I I ' ( I/2' PL THRU DEL L4x4xl EXISTING NEW TS6x6x1 W/ BOLTS, TYP. /4 COLUMN /4 ", TYP. 4! - .l 6 Q PLAN 2x6 I k 6 � 9 24" 0.0 TYP. ■I� I A I/2" SIDE PLATE W/ 2 - 3/4" DIA. THRU BOLTS, TYP. WOOD BLOCKING, SHIM TO FIT TYP. 6x6x1/2" SIDE PLATE EACH SIDE OF T5, TYP, TYP 1/ „i 40 PLAN —NEW TS 6x6x1/4, TYP NEW BEAM PER PLAN PLAN TYP E DEL L4x4x1 /4 I/2" PLW/ DIA. NEW BEAM PER PLAN, 6x6x1/2” SIDE PLATE 2x6 CONT. 2x BLOCKING — t t .. ' '_�� 1- PLAN 6 I , TH THR.0 BOLTS, EA END OF ANGLE, TYP ", = , �i � � ! ? 2x6 +� 24" 0.0, TYP. — � EXISTING TRUSS W/ c NEW TS6x6x1/4 TYP. LOCATE THIS BRACE 6" DOWN FROM BOTTOM OF THE EXISTING BEAM !G! EXISTING COLUMN 11;131. 11 4 m 3j. 4 . 44, , 1 6x6x1/2" BASE PLATE `� M . NEW SIMP80N LU26, TYP. 2„ 6 NEW BEAM O t NOT CONNECTIONS . NOT SHOWN FOR CLARITY ELEVATION EACH SIDE OF TS, TYP. TYP r; I/ 4" ELEVATION PER PLAN, TYP. SECTION - A ELEVATION - New Beam to Column 3/4" =1' - o New Beam to TS * Corner 3 _ i' - o ° L� Beam to Beam * Corner Facade 3/4" _ , -0 9 $ Typ New EXISTING CMU WALL 1/2" PL 9 MID -SPAN 3/4" DIA. THRU BOLTS, Col Braced to Exist Col 3/4.. ,' -o NOTES A LL PLATES I/2" ALL WELDS 1/4" ALL BOLTS 3/4" DIA. EXISTING CMU WALL NOTES I1/2" PLYWOOD oMID -SPAN ALL PLATES 12 " W/ 3/4" DIA. THRU BOLTS, TYP ALL WELDS I /4" ALL BOLTS 3/4" DIA. " C = = S - I = I/2" EASE PLATE WI 4 - 3/4" DIAx9" EMBED ANCHOR BOLTS, TYP. 1/2" PL MID -SPAN W/ 3/4" DIA. THRU BOLTS, TYP r I Itt NOTES ALL PLATES I/2" ALL WELDS I/4" ALL BOLTS 3/4" DIA. ► W/ TYP O NAM". I 2x NAILER9 EA SIDE OF T5 W/ 3/4" DIA. WELDED STUD a 24" O TYP. ,G„ 4 „ j FIELD WELDS ARE OPTIONAL, TYP. C A _ I/4" FIELD WELDS ARE OPTIONAL, TYP . I/4 "� 1 /4 " FIELD WELDS ARE OPTIONAL, TYP. 5 MIN, I/4 EMBED 5" MIN. EMBED 4 _ I /4" �� I/2 \ _ _ _ a ■'', TYP. I I /4 ", TYP. 111/ 2 - 3/4" DIA. BOLTS INTO EXISTING CMU WALL EXISTING CMU WALL AT THIS IS GROUTED) I/2" PL W/ 3/4" DIA. ■ i l Alin � ®I �� ( . 4•NL9 a ■ -41111 I/2" PL W/ 3/4" DIA. THRU BOLTS, DEL 2x 1 SIMILAR DETAIL WHEN NEW TS6x6x1 ATTACHED TO THE SIDE OF EXISTING WALL I/2" PLATE EPDXY GROUTED (VERIFY THAT I/2" PLYWOOD a MID -SPAN W/ LOCATION 3/4" DIA. THRU BOLTS. TYP EXISTING CMU WALL P AN SIMILAR DETAIL WHEN ATTACHED OF EXISTING TO THE WALL 3/4" PL o MID-SPAN 3/4" DIA. THRU BOLTS, EXISTING CMU WALL 1/2" PL W/ 3/4! DIA THRU BOLTS — DEL L4x4xl dd x p o.s� TYP. - _ ��+"��� /4 laNtU.tiN - MI 1/2" PL W/ 3/4" DIA. \ THRU BOLTS, TYP. DEL L4x4xI /4 EXISTING BEAM W/ 1/2" PL W/ 2 - 3/4" DIA- THRU BOLTS TS6x6xl /4 ", TYP. TYP 1/4" x 6 ! r )( 8„ X J' PLAN a" � - A TS 6x6x1/4, TYP. '�� �— FOO TING BELOW NEW TS6x6x1/4 " I EXPIRES 10/2 V00 U I , TYP. ,' SIDE I!2" PLATE W/ 2 - 3/4" DIA. EPDXY GROUTED BOLTS INTO EXISTING CMU WALL (VERIFY THAT EXISTING CMU WALL AT THIS r1( \V 2 4 S, LOCATION IS GROUTED) TYP PLAN I/2" PL W/ - - -� I 3/4" DIA. NEW PLAN 3/4" PL m MID -SPAN S, 3/4" DIA. THRU BO LTS, T YP DEL L4x4xl / I/2 PL W/ 3/4" DIA. 6 ,x---, - C TS 6x6x1/4, TY P W/ 1/2 PLATE W/ 2- EPDXY GROUTED HILTI 050 - - - � 3/4" DIA, BOLTS DEL 2x8 y i I ,� / I" , THRU BOLTS, EA END OF 2x8, TYP NEW TS6x6x1 /4 ", TYP. W/ 1/2" EPDXY HIL PLATE W/ 2- GROUTED I C150' 3/4" DIA. BOLTS THRU BOLTS, EA END OF ANGLE, TYP EXIST. BEAM W/ I/2 ". PL W/ 2 - 3/4' DIA. THRU BO BOLTS , THRU BOLTS, EA END OF ANGLE, TYP NEW TS6x6x1 /4", TYP. DEL L4x4xl 6 Ir „ 6 I/2' —, m ' o = • ",, 6'' h' "i l �I 4 2" BASE PLATE W/ 4 3/4 DIAx9' EMBED' ANCHOR BOLTS, TYP. 2x NAILER o EA SIDE OF TS W/ 3/4" DIA, WELDED STUD 0 24" O.C., TYP. .I — y l C ___- 1 1 1 o I L o 1 �_ l / OO I - 6� — iI 197 N N. � _. o I e' , o ■ I 04!!11 0 0 I 1/2 >� I I 1/2"- 4i� -hI I/2 1 1/2 - ,4 ' '- �r - VERIFY W/ ARCH. • 1 1 '/2" ANEW T56x6x1 /4 ", TYP. HECFI i cm of nlN r'i;: I M6'( - , OTHER STRUCTURE NOT SHOWN FOR CLARITY FOOTING BELOW PLAN - B _ ELEVATION ELEVATION FEa;+i;laza, ELEVATION f Typ New Col Braced to Exist CMU Wall 3i4 = , -o° at End of Canopy (12) Typ N C B t E CMU W 3�4° = 1' -0" C�� Typ Ne Col Bra ced to Exist. Beam 3�4" _ ,' - 0" 100 Typ TS to Footing A Corner Location 3/4„ =1, -0° 1399 6 4 -12 -99 4 -30 -9 4 -23 -93 3 -II -98 FOR BULIDLING DEPT. SUBMITTAL ONLY 12 - 31 - 91 0 z F- 0 111 0 21 9 p R cr. 4-12-SS 4 -30 -9 4 -23 -98 •3 II -98 FOR BUILDING DEPT. SUBMITTAL ONLY 12 -31 -91 0 z 0 IU EY 0 0 9 Z z z • Z O 91 -40 3 a cf) U z }z Q U Y 0 Z IX Z U a I- < Z O o Z 1 - O Q 0 TN 2- O U S -4 `BUILDING A Seattle, WA 98104 (206) 624-714 STRUCTURAL NOTES I. GOVERNING CODE - 1994 UBC MINIMUM NAILING SCHEDULE PER UBC TABLE 23 -I -Q UNLESS NOTED OTHERWISE 2. DESIGN LOADS ROOF LIVE LOAD - 25 PE WIND - 80 MIFF EXPOSURE B ROOF DEAD LOAD - 20 PSF SEISMIC - ZONE 3 SIGN LOAD TO BE REVIEWED BY STRUCTURAL ENGINEER 3. FOUNDATION - 2000 FSF. 4. REINFORCED CONCRETE Pc =2500 PSI ULTIMATE STRENGTH AT 28 DAIS. REINFORCING STEEL TO BE FT =40000 PSI, GRADE 40. ALL REINFORCING SHALL BE SPLICED 36 BAR DIAMETERS MINIMUM EXCEPT WHERE NOTED OTHERWISE, AND DETAILED ACCORDING TO ACI MANUAL OF STANDARD PRACTICE !LATEST EDITION. ALL REIE6ORCING 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 REINFORCING 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 T DAYS. PROVIDE SHOP DRAWINGS OF ALL REINFORCING STEEL TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION MINIMUM CONCRETE COVER WALL FACES- WEATHER - 1 12" FOOTINGS - 3" EARTH - 2" INTERIOR - 3/4" TYPICAL FOOTING WALL RER•F•ORCNG •4 a 12" 00. EAOE4 WAY, EACH FACE OF WALL, TYP. MIN LAP OF REINFORCING: 36 BAR DIAMETER PROVIDE DOWEL TO MATCH WALL VERTICAL. PROVIDE CORNER BARS 5 - 2'- 0"x2' -0" ® 12" O.C. 5. WOOD FRAMING USE CATEGORY MINIMUM GRADE JOIST (2" THICK AND WIDER) FEN 850Fb, 1250Fc, 1,300000 E BEAMS AND STRINGERS DF -L NO - 2, 815Fb, 600FC, 1,300000 E POSTS AND TIMBERS DF -L DENSE NOT, 550 Fo, 1400000 E STUDS, PLATES, BLOCKING HE NO. 3, STANDARD OR "STUD" ANY SPECIES ALLOWED, UNLESS OTHERWISE NOTED. LUMBER GRADING (AND STRESS) IN ACCORDANCE WITH WWPA GRADING RULES, 1981 EDITION. ALL LUMBER 4" OR LESS IN il-W.O1E5S TO BE MARKED "S -DRY ". ALL LUMBER IN CONTACT WITH CONC.RN it OR MASONRY OR EXPOSED TO THE WEATHER TO BE PRESSURE TREATED (PT/ BEAM AND JOIST HANGERS AND POST CAFE AND BASES TO BE SIMPSON UNLESS SHOWN OTHERWISE (ALL REFERENCES ON THE DRAWINGS ARE SIMPSON CATALOG DESIGNATIONS, CONNECTION NAILING I. JOIST TO SILL OR GIRDER TOENAIL 3 -ed 2. BRIDGING TO JOIST, TOENAIL EACH END 2 -8d 3. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL Ad 16 "OC. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3 -Ad PER 16" 4. TOP PLATE TO STUD, END NAIL 4 -8d, TOENAIL OR 2 -Ad, END NAIL 5. STUD TO SOLE PLATE 4 -Bd, TOENAIL OR 2 -I6d, END NAIL 6. DOUBLE STUDS, FACE NAIL I6d AT 24 "O.C. 1. DOUBLE TOP PLATES, TYPICAL FACE NAIL I6d AT 16 "0.C. DOUBLE TOP PLATES, LAP SPLICE 8 -16d 8. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3 -8d S. RIM JOIST TO TOP PLATE, TOENAIL Ed AT 6 "OC. IN. TOP PLATES, LAPS MD INTERSECTIONS, FACE NAIL 2 -I6d II. CONTINUOUS HEADER TWO PIECES I6d AT 16 "O.C. ON EACH EDGE 12. CONTINUOUS HEADER TO STUD, TOENAIL 4 -8d 13. RAFTER TO PLATE, TOENAIL 3 -8d 14. BUILT -UP CORNER STUDS 16d AT 24 15. BLOCKING TO PLATE, PLATE TO PLATE Ad 4" O.G. STAGGERED AT SHEAR WALL 16. BLOCKING TO PLATE, PLATE TO PLATE I6d a 8" OC. AT NON -SHEAR WALL 1 I XXXX ', 3�4" 1 - ALL BEAMS AND POST TO HAVE METAL FRAMING CONNECTORS AT ALL PARTITIONS AND (3) 2x4 NAILED LAMINATED POSTS UNDER BEAMS, UNLESS OTHERWISE NOTED.. AU- FRAMING TO BE NAILED PER U. TABLE 231 I - Q - NAILING SCHEDULE: ALL WOOD EXPOSED TO WEATHER OR HAVE A CHANCE OF GETTING EXPOSED TO MOISTURE OR CONTACT WITH ONE WINE t ARE TO BE TREATED. U.I O N O NNIEGTORS ALL WOOD COhP•EG 0R5 BE SIMPSON STRONG TIE CONNECTORS. 6: NAILING .SCHEDULE FOR BUILT UP. JOIST AND STUDS Ad a I6' O.C. TWO ROWS STAGGERED: JOISTS' TO JOISTS 1. PLYWOOD SEE' DRAWNG FOR CLOSEPACED NAILING ROOF EDGES AND 10 OL ALL SUPPORTS UNLESS NA I NOTED OT ERWI� ON PLAN WALLS - 12" INDEX 24/0 EXIEROR GLUE WITH '8D NAIL AT4 OC ATALL,ED�sES AND 6" 0.C. AT ALL SUPPORTS UNLESS NOTED OTHERWISE al PLAN ALL SPLICES SHALL BE BLOCKED WITH 2x BLOCKING. SEE SHEAR WALL SCHEDULE SHOWN ON SHT A2 FOR CLOSER NAILING: (SEE PLAN AND DETAIL FOR SPECIAL NAILING) 9. ANCHOR BOLTS GLU -LAM BEAMS TRE 3/4" DIA xl0" AB; TPICAL OR NOTED ON PLAN FOR EMBED, U HILTI EPDXY x150 FOR GROUT INTO EXISTING CMU WALL !PILOT HOLE SHOULD BE DRI SO THAT EXISTING REBAR WILL NOT BE DISTURBED BY NEW EPDXY GROUTED BOLTS.) 10. CONTRACTOR TO VERIFY ALL DIMENSIONS CONTRACTOR MEMBERS FOR DRY ROT AND REPORT i0 STRUCTURAL ENGINEER IF FOUND STRUCTURAL ENGINEER TO REVIEW THE. EXISTING CONDITION AFTER THE STRUCTURE HAVE BEEN EXPOSED. II. SPECIAL INSPECTION ROOF DIAPHRAGM NAILING AND WALL 12. ALL STEELS TO BE A36. ALL WELDS TO BE ETO. ALL BOLTS TO BE A -325. ALL STEELS TO BE GALVANIZED, INCLUDING WASHERS AND BOLTS. NOTE: VERIFICATION OF THE EXISTING CONDITIONS. BEFOG CONSTRUCTION COMMENCE; THE STRUCTURAL ENGINEER TO REVIEW THE EXISTING.STRJCTUR TO VERIFY, ALL DETAILS SHOWV ON THE CONTRACT DOGIJMEN TS CAN BE IMPLEMENTED. IF NOT REVISED DETAILS MUST BE SUPPLIED - 1 ALL EXTERIOR SKIN SUPPLIER ARE TO PROVIDE PROPER WATERPROOFING METHOD FOR ALL JOINTS, CORNERS AND MT.IRNS OF THE EXTERIOR SKIN TAKEN INTO ACCOUNT PER SHRINKAGE AND ACCIDENTAL MOVEMENT OF THE STRUCTURE. NOTE OTHER ROOF ELEMENTS 1/2' PLYWOOD x 4' -0" WIDE N OTE EA SIDE W/ 2 ROWS 16d NAILS OTHER ROOF ELEMENTS a TOP AND SOT CHORD,', TYP NOT SHOWN FOR CLARITY. SOLID BLOCKING BETWEENI'2" PLYWOOD NEW 2x6 W/ SIMPSON U26, TYP NOT SHOWN FOR CLARITY 2x6 BRACE W/ 4 -I6d A EXISTING BEAM EACH END, TYP Q EXISTING JOIST E BEAM AO W/ ROW OF Nod o 4 O.C: NEW 2x6 EA SIDE OF 12" PLYWOOD W/ 2 OF 10d ®4 TYP. MI I ROWS @ �_t� —I U.. j ' / LOCATE THIS TO MISS EXIS \ ALL `_ /-% \ \•\ iI - _ �ry y / \ - \ ,� \ / \ '��\ CgqIGNEGTION\ • - It4G CONNECTION % �/ BOLT 2 3/4 3 BOLT s I i � I /4 LEA. •IDE OF 2x - BOLT T P SON - ! F -__ -- \ \ I/ W/ PLATE \ / V C I,r`_ �` ���pui ® EXISTING COL NEW DEL L4x4x1 /4 EXISTING TS COLUMN, SEE 8/53 FOR CONNECTION ;ALLOUT, TYP. FOR DEL L4x4.I/4 EXISTING BEAM DETAIL, SEE II/53, TYP. __ I /4" PL W/ -3/4" DIA THRU BOLTS NEW 2x6 _ ` I/8" TYP SIMPSON SA36 BRACE TO BM IF THERE IS NO COL. E 15 TS COL TO TO EXISTING TJH JOIST SOLID BLOCKING BETWEEN 2x6 I /2" PLYWOOD EA SIDE / NEW 2x6 EA SIDE OF 12" PLYWOOD NEW DEL T LA TO EXISTING TS COLUMN, SEE 8/S3 FOR CONNECTION c YU �E . I GALLOUT, TYP. SOLID BLOCKING BETWEEN I2" PLYWOOD 'V g V W/ I R OW OF I0d 4 O.C. '.� ®N•A ∎AII FOR DEL L4x4xl /4 TO rrrrrr - EXISTING BEAM NOTE: PROVIDE THIS CONNECTION TO TWO TRUSSES, ONE ON EACH SIDE OF COLUMN. EXISTING BEAM DETAIL, SEE n - II/S3, r P. T r == - PLAN - A PLAN - A Typ Bracing to Joist Parallel to Beam 3/A - I - U" ( Typ Bracing * Jst Perpend. to Bm 3,4° =1 - °° 7 D Structural Notes 3/4' = V-0" NOTES ALL PLATES 1/4" UN.O. ALL WELDS I /4" ALL BOLTS 3/4" DIA. f 7 0 6 1 \ ',;' E I hI FY Z 4 9 9 p L 4. �tlL1TER_ SION4LY'_ fiL "CEI4E I BEAM PER PLAN TYP I/4, 1 � - " PLAN I/2" PLATE W/ 3/4" DIA THRU BOLTS 'W/ 2 5/8" DIA SHEAR PLATES EA SIDE OF BEAM, TYP BEAM PER PLAN I/O PLATE EACH SIDE OF TS, TYP. TYP 1/4 „� T 1/44 49 PLAN NEW NE N EA MPER PLAN W BM PER PLA / 02 V — Ti - ,...` - -- I/2" PLATE W/ 3/4" DIA THRU BOLTS -- W/ 2 5/8" DIA SHEAR PLATES I/2" PLATE W/ 3/4" DIA THRU BOLTS W/ 2 5/8" DIA SHEAR PLATES EA WIDE OF BEAM, TYP (ExrinES tU /zai'GD IC17 V OFTUKVII 5 t\'I I '1 13 PERMPERMIT CEP TE T i EA SIDE OF BEAM, TYP ELEVATION 9) Typ Wood Beam to TS Col 3 =1. -a" 00) Typ Wood Beam to Wood Beam Conn. 3/4 - 1 -o. 01) xxxx 3/4" =1 // I�2 @) xxxx 3/4" = 1 -U" 4 cr. 4-12-SS 4 -30 -9 4 -23 -98 •3 II -98 FOR BUILDING DEPT. SUBMITTAL ONLY 12 -31 -91 0 z 0 IU EY 0 0 9 Z z z • Z O 91 -40 3 a cf) U z }z Q U Y 0 Z IX Z U a I- < Z O o Z 1 - O Q 0 TN 2- O U S -4 `BUILDING A Seattle, WA 98104 (206) 624-714 t 00100 0 F . 4,0-9 C ri Ill 0 Q - BUILDING A FO ULIDLING DEFT. SUBMITTAL ONLY 12 1, ,-,,O T 1/ j 0, ;,,'--- " ---- lig ti. I/2' PL EA SIDE OF BEAM W/ 3/4'' DIA TI-IRLI BOLT TYF IIIII W:-21 BEAM FE R PLAN - 11:111 IIII NN N 1/2 BASE PL III 1 / 2 ' FL W/ 2-3/4' DIA I-IILTI CI50 - 'N EPDXY GROUTED BOLTS, GROUT CELLS SOLID, TI, \ PROVIDE SUNKEN SLOT FOR BOLTS IN UJOOD BEAM, TYF' EXIST CMU WALL /2 BASE FL 1/2 FL W/2-3/4 DIA HILT! C&� EPDXY GROUTED BOLTS, GROUT CELLS SOLID, TY!. PLAN PROVIDE SUNKEN SLOT FOR BOLTS IN WOOD BEAM, PEP / 1 ) Typ Wood Beam to CMU Wall 3/4 = i , _ A 2 xxxx 3 xxxx 3/4" =' l'-0" 4 xxxx 3/4 = 1 . E XXXX , 3/4" = 1'-0" XXXX ( ■ I 3/4" = 1 0 ' t■ )9 , . V L 1 49 , . , ' - i', ' i'g., ci i .,,,,,,,,,,, qv ' ITX1:70, luat., /,..c0 I PERM!' C xxxx 3/4" = 1' - 0' E6) XXXX 3/4" = 1-0 " xxxx 3/8" = i'-o" )0) xxxx 3/4" = i'-o" 11 xxxx 12 xxxx 3/4" = 1'-0" t 00100 0 F . 4,0-9 C ri Ill 0 Q - BUILDING A FO ULIDLING DEFT. SUBMITTAL ONLY 12 1, ,-,,O NET, COPING O 1 ENLARGED PLAN - BLDG 'Al RADIUS SCALE: I /2"=1'-0" Q O ENLARGED ROOF PLAN - BLDG 'A' SCALE, 1/2 " =I' -0 NOTE. '.. ALL ROOFI DETAILS TO BE RogIN6 20 RAY free HIX.T 4 ASSOC. EX5ITING TRUSS TO REMAIN (NOT SHOWN FOR CLARITY) EX15TING'... SIDEXALK ^I 9' -3 3/4• FACE OF EXISTING CANOPY FRAME 4 6LB 2 O ENLARGED ELEVATION "BLDG An SCALE: 1/4 " =I' -0" 3/b• CENTER LINE NEW COLUMN 1/2• PLYVD. MR STUD KICKER PER STRUCTURAL NEN ROOFING EMEND UP OVER PARAPET, TYP 2X8 • 24 CHANNEL CONTIWOUS CAULKING. PER STRUC. EXTERIOR. GRADE 1/2' RYWOOD (PAINT) CONTINUOUS CAULKING CHANNEL CHANNEL PER STRW\ PER STRLG) tlBN LIGHT FIXTURE (UPON OWNER REQUEST ONLY) EU45TIN6 CEILING TO REMAIN REPLACE AND MATCH ONLY MERE NEEDED EXISTING T5. OLUMN AND LEDGER T REMAIN EXIST . EXSIT VENT TO REMAI 10' -0' FUUSH VARIES EMEND COPING -- EFS. o/ I/2• PLYWD. OVER b' M L. STUOr I/2 PLY BOTH SIDES • PARAPET CHAN. PER STRUC. 51EN OPENING IT' -T U2' RADIUS ALUMIN,M FASCIA PANEL TO BE .RNINIED i INSTALLED BY SIGN N CONTRACTOR CONTINi0U5 NEOPRENE BASKET SIGN OPENINGQ 14'-0' EFS. o/ 1/2" FILTH, OVER 6" MIL. STUDS TOP OP NEIN BEAM BOTTOM EXSIT146 SOFFIT ai 10'x' BOTTOM NEW SOFFIT BOTTOM A; D T 7 FASCIA TO BE DEMOLISHED OVER 2X6 WD STUCK_�' ... 1 CITY 0) n n UC 1 6' TOP OF GONC. BASE 0 . CONCRETE BASE TOP OF FLOOR 5LA8 a'o• BOTT. OF FOOTING e PAP ARAPET (i22' -b' a EUILDIN6 A)® 7;V:17=7)4 cm of nmwxA JUL 2 3 1999 PEW cENTEN D97 -0406 ® SECTION oqi-0406, 3 SCA /2" REVISION NO. ■ 9 a a C 8 4 2 �y U W � i g � 2' Al -2 OPilON#3