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HomeMy WebLinkAboutPermit PG08-214 - MUSEUM OF FLIGHTMUSEUM OF FLIGHT 9404 EAST MARGINAL WY S PG08-2 14 Parcel No.: 3324049019 Address: Suite No: CityOf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT 9404 EAST MARGINAL WY S TUKW Permit Number: Issue Date: Permit Expires On: PG08 -214 08/07/2008 02/03/2009 Tenant: Name: Address: Owner: Name: Address: MUSEUM OF FLIGHT 9404 EAST MARGINAL WY S , TUKWILA WA MUSEUM OF FLIGHT FOUNDATION 9404 EAST MARGINAL WAY S , SEATTLE WA Contact Person: Name: DENNIS MARTINEZ Address: 8223 S 222 , KENT WA Contractor: Name: SELLEN CONSTR CO INC Address: PO BOX 9970 , SEATTLE, WA Contractor License No: SELLEC *372ND Phone: Phone: 206 423 -3482 Phone: 206 - 682 -7770 Expiration Date: 06/01/2009 DESCRIPTION OF WORK: INSTALL FLOOR DRAIN AND ROOF DRAIN IN NEW PEDESTRIAN BRIDGE Value of Plumbing /Gas Piping: Fees Collected: $10,000.00 $151.00 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND QUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 1 0 Water heater and/or vent 0 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 1 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 0 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 1 0 Medical gas piping (6 +) inlets /outlets 1 0 Gas Piping 0 Gas piping outlets (0 -5) 0 0 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -10/06 PG08 -214 Printed: 08-07 -2008 City otTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PGO8 -214 Issue Date: 08/07/2008 Permit Expires On: 02/03/2009 Permit Center Authorized Signature: I hereby certify that I have read and ex governing this work will be complied Date: f/7/0 this permi . d know the same to be true and correct. All provisions of law and ordinances Whether sp = • ified herein or not. The granting of this permit does presumed giv construction or the performan of work:- Signature: to violate or cancel the provisions of any other state or local laws regulating and obtain this plumbing /gas piping permit. Date:,4 Print Name: K Let This permit shall become null and void if the work is n- •t'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. doc: UPC -10/06 PG08 -214 Printed: 08 -07 -2008 Parcel No.: 3324049019 Address: Suite No: Tenant: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS 9404 EAST MARGINAL WY S TUKW MUSEUM OF FLIGHT Permit Number: Status: Applied Date: Issue Date: PG08 -214 ISSUED 07/28/2008 08/07/2008 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. * *continued on next page ** doc: Cond -10/06 PG08 -214 Printed: 08-07 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified h ein or not. The granting of this permit do - s not presume to construction or the perform Signature: ce of work. e authority to violate or cancel the provision of any other work or local laws regulating Print Name: Date: doc: Cond -10106 PGO8 -214 Printed: 08 -07 -2008 CITY OF TUKI4,.'`., Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public' Works Permit No. Project No. (For off ce use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 61 40 4 E . tV\.OJ Tenant Name: \jk l ALALfl4 /� �^', Property Owners Name: Mk/. 54-11..11A. `'t:J r �--'t.1 ^ , Mailing Address: �4_ a 4 E as\- MC Ur . 1_ King Co Assessor's Tax No.: Suite Number: c Floor: New Tenant: fl .... Yes fl ..No eakkA u3 °Ts I Y State Zip CONTACT PERSON - who do we: contact wl en you permit is ready to be issued Name: V vA L s Mn c-k z. Mailing Address: .5 ? z.z s . c - � i E -Mail Address: deinv:is (J JEEt <"ncts • C. •�. Day Telephone: Z(;) t', - -/2 ? - 3 t/ g.z a/p4c 1ffv� K2 gA City GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 9)at'Vn 0--,01%1Y1A)41/6-Y1 Mailing Address: 17D %( °1 el -] 0 Ssealite WA C711 b 421 City State Zip Q2ci Day Telephone: `2,0 (o .1 1 lq . E -Mail Address: (6,,i/9 .r'(1e r UUOD SC 1 ft-1/) . ( Fax Number: 2,b b . D . 0 Sec 1 ,J SE - U- EC.. -' 312.0 Expiration Date: Company Name: State Zip Fax Number: 9,5"" 3- S7 2. - 31S-3 Contact Person: Contractor Registration Number: ARCHITECT OF All, glans must be wet vamped by Arch Company Name: Mailing Address: G b Fa.✓t- v1e 101 tesi tr in) etAi 207) Seaki-Lc 42)&bloef . _ City State Zip Contact Person: 7-GC.■1/1. Day Telephone: 2t .C1 3 . 7 0 0 E -Mail Address: --bA ln O 5sY LL4 thC Y l C13(Y Fax Number: -o - 7 3. (1 b J z ENGINEER OF. RECORD - All plans -must be r obit la°1 tmped'by Engineer of Reco Company Name: CANAL > 1(...1 tyyl 'e,Vt uC. Prs S0 G c 4-e s 3 01 511A- t- - ku-e., Stki k 3 20 D Sea..t K , UD °,g 1 ti I Mailing Address: Contact Person: E -Mail Address: Vg 1' {1 Ul lu 0. - e-,� ✓1 Q:\Applications\Forms- Application On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: t,- 6 . Z °i 7.1 (7_CY ) Fax Number: 21) b . Z12, . 7-61 Page 1 of 6 BUILDING PERMIT INFORMtowvION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Existing Building Valuation: $ Will there be new rack storage? 0.... Yes E.. No If yes, a separate permit d plan submittal will be required. Provide All Building Areas in Square Foota - elow Addition t Existi Stru + e Is Floor 2nd Floor ra Floor Floors Existing, nterior Remodel Type of Construction per IBC - Basement Acc thru sory Structure At ed Garage Detached Garage Attached Carport Detache Carport Covered Deck k' Type of Occupancy per PLANNING DIVISIO Single family building fo print (area of the foundation of all structures, plus any a ks over 18 inches and overhangs greater than 18 inches) *For an Accessory dw ing, provide the following: Lot Area (sq ): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide d a umentation that shows that the principal owner lives in one of the dw ings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explai : FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 / :RLU IBING AND>GAS :PI ERMIT INFORMATIONL- 206-. 67 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION 44 4S Sa C eA< S Mailing Address: 21 3 . S - 2 i. Kpkt-1 Company Name: — . S Contact Person: 'De vt ✓t is tk a t--i1 v..t z E -Mail Address: e- Int1I5 @ Je f re I- c-ts , C et-t Contractor Registration Number: , l E 1C A A 1022 R Lk City w;4 State Day Telephone(266) 923 - 3 c/ Fax Number: 2 c 3- 9S-3 Expiration Date: 0 1- U g - ao 0 Valuation of Plumbing work (contractor's bid price): $ /0, U 0 Valuation of Gas Piping work (contractor's bid price): $ N/A / Scope of (Work (please provide detailed 1inj formation): (n s f G / / f >f e a r C� ! ?c; t ► ti V\ 2. w t A �j e Cl N [l 1 h S4A l l G U ri f f: t .n l in SG Mn..Z t 1 !tell Q Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: 'Ejxture`Type: : :: Qty Fixture'Type • :.Qty Eiz't_are Type: , :Qty -': "Fixt 4 . ypec Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain i Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) ! / Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Q:.Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 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 I80 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I 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. BUILDING OWNER 0 UTHORIZED AGENT: Signature: 04-U0✓a •- Print Name: P1, ( S 6i't ?a/vi e,y- - Selti/t Day Telephone: Date: % 1 1 D 20 (0 .130• to1 Mailing Address: PO -P-OX. 1,cl `1 %J 0 1 City State Zip Date Application Accepted: airt 1917 Date Application Expires: aIZt 101 Staff Initials: Q:1Application\Forms- Application On Line13.2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 3324049019 Permit Number: PG08 -214 Address: 9404 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 07/28/2008 Applicant: MUSEUM OF FLIGHT Issue Date: Receipt No.: R08 -02757 Initials: User ID: Payee: JEM 1165 Payment Amount: $151.00 Payment Date: 07/28/2008 09:08 AM Balance: $0.00 J.P. FRANCIS & ASSOC., INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3152 151.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000/345.830 23.00 000.322.103.00.0 128.00 Total: $151.00 5363 07/28 9710 TOTAL 151.00 rinr.: Raraint -1)R Printari 07- 2R -7fflR INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION V2~ INSPECTION RECORD Retain a copy with permit woe -any PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Protesti Type of Inspgc_ti n: N,Q C.3 \ 4Called: Ad e t V `i ? AS -k W I 1 1 - ' 4 , 1 T ( ' , . . 1 - . ( Special Instructions: Date Wanted: U G - Z3 ^ate •m•- p'� Requester: Phone No: -2Q LiZ 3 __ 'I c:3 ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: jIde I r r Al Inspecto ❑ P 0.00 id a �1AA7 REINSPECTION FEE RIQUIRFb. Prior toinspection, fee must be 6300 SouthcenteLBly , Suite 100. Call to schedule reinspection. Receibt Date: INSPECXION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 3670,j- INSPECTION RECORD Retain a copy with permit Aricgol PERMIT NO. t� Project: r . /SD ! /ice 1t'7'/DateC ype of Ins coon: I Address: 4,i a lled: ®. Special Instructions: Date Wanted: �� O a.m. p.m. Requester: Phone No: a40 KApproved per applicable codes. El Corrections required prior to approval. • 7 COMMENTS: Aae "/ /47. ciF., 744 Date: c9"2,457 r7 $60.00 REINSPECTION/ E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: _'Date: »PERMIT COORD COPY 4° PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -214 DATE: 07 -28 -08 PROJECT NAME: MUSEUM OF FLIGHT SITE ADDRESS: 9404 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Bun610 kiq416 ng uivision LIN P blic Wo ks Fire Prevention n Planning Division Structural Permit Coordinator n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete NI Comments: Incomplete n DUE DATE: 07-24-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-2 1 -08 Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Untitled Page • • Page 1 of 3 General /Specialty Contractor A business registered as a construction contractor with LaI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. SELLEN CONSTR CO INC Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SELLEN CONSTR CO INC 2066827770 PO BOX 9970 SEATTLE WA 98109 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 578006698 ACTIVE SELLEC *372ND CONSTRUCTION CONTRACTOR 8/20/1963 6/1/2009 GENERAL UNUSED Business Owner Information Name Role Effective Date Expiration Date BARRETT, ROBERT E 01/01/1980 BOYESON, WILLIAM R 01/01/1980 REDMAN, RICHARD C 01/01/1980 BADGER, WILLIAM B 01/01/1980 DICKERT, DENNIS A 01/01/1980 CARLSON, LORI L 01/01/1980 HAFENBRACK, CHARLES 01/01/1980 MCCLESKEY, ROBERT P PRESIDENT 05/22/2001 NULPH, KURT F SECRETARY 01/17/1991 https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= SELLEC* 372ND 08/07/2008 Al Existing PCW • ROOF PLAN AT PCW KNUCKLE 1/4" = 1' -0" Metal clad parapet and coping Existing roof to remain Edge of existing roof Transition existing glazed parapet to new metal -clad parapet - match roof flashing detail and coping width Existing parapet to remain -- Centerline of structural beam below New roof system over metal deck - match existing roof or ensure compatibility with existing system Formed metal roof edge, color to match existing curtainwall `\ Existing roof drain and overflow drain'' Lap new roof system over existing as required Aluminum plate joint cover Ramp up Box truss 1' -10" 4' -1" 2' -0" 8' -4" 10'-4" 400 Face of foundation wall below Edge of landing slab Relocated outside air louver in new foundation wall, centered between bridge and elevator Guardrail at landing edge -- Box truss roof edge above Ramp up Centerline of roof beams above ✓ ` \ ,\ \ • r'' ' l \ 1 .. , Bridge grid line 10' -3" PLAN AT PCW KNUCKLE 1/4" w 1' -0" A 1' -9" PCW grid line Bridge grid line \ nd up -light Column foundation Sloped column with tapered ends - see structural —1 ''`— Centerline of roof beams above '` - `--- Edge of roof fascia above - --- Steel pipe beam at beam intersection - see structural Existing Red Barn areaway FILE COPY perm s f�tr r a N � ' p pprvvr+l f c anett t1 \ the vlotatt�op cif anv a� ,`. \ \o' pr� By �.. Date: $ ct to E and omi$sl ©ns ; . men does nvta � aecs or, fs is a ckn�+vl ®dad r n a t i p 1 1 fs City of Tu BUILDING DIVISION Remove existing outside air louver - relocate to new concrete foundation wall, extend duct work to new louver location Door operator button recessed into 6 "x6" stainless steel bollard Edge of landing slab Face of perimeter foundation below Intermediate foundation wall - see structural Guardrail Existing PCW entry Existing columns to remain - all locations Remove exist. curtainwall as required - reuse components if possible Remove exist. floor difusers - fill void and repair finished floor - 2 locations PCW HALL FLOOR j + 2 5 ' -5 " New aluminum clad steel framed portal - door operator button recessed into face REVISIONS \---No changes shall be made to the o scope of work without prior approval Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. C TUKWILA JUL 2 8 2008 PERMIT CENTER PE5ot 2-H Drawn by Checked by Date November 9, 2007 Project No 2705S Drawing No A400 z 0 Co fron Nr- Csi CO C O Th Et CONSTRUCTION - DOCUMENTS Drawing Title PLANS AT PCW CONNECTION 1/4" = 1' -O" Revisions 0 ISSUED FOR 11/09/2007 PERMIT RECEPIFD NOV 15 2001 PERMIT CENTS: -¢ .4. 4 , o; 4. • • ...: . . e i , w' .: 4 = - i ... . • • r :4' 4 PRECAST STAIR TRAED OVER BENT METAL rISER MOMENT FRAME OPENING @ TUBE TRUSS FOR STAIR/ ELEVATOR LANDING SEE 1 & 2/A503 @ WEST END TUBE TRUSS ELEVATION & DETAILS BOTTOM CHORD ELEVATOR IN FRONT (DASHED) CAST IN PLACE CONCRETE ABUTMENT SEE 4/A502 ELEVATOR BEYND (OBLIQUE VIEW) SEE 4/ A502 7 i WEST STAIR ELEVATION 1/4" = 1' -0" iii1 1 1 0 11 11 11 11 11 1 111 1 111 tl tl otl tltl tl 4 8 `01 O O o4E .�iQ9aeQggQqoQp000pppqqop POLYCARBONkTE ROOF PANELS TOP CHORD 42"H GLASS G ARDRAIL @ WEST END F BRIDGE GLASS WIND CREEN BEYOND TUBE TRUSS PROFILE AT CENTER OF SPAN N ti 1 BRIDGE SUPPORT POINTS STEEL GUARDRAIL, TYP S.S. HANDRAIL, TYP / EL +38' -5" @ BRIDGE FINISH FLOOR CONCRETE ABUTMENT BEYOND (OBLIQUE VIEW) SEE 4/A502 STAIR LANDING METAL EDGE STL STAIR FRAME CAST IN PLACE CONCRETE WALL TOP CHORD OPP I . I •7 WEST STAIR ELEVATION 1/4" = 1' -0 TUBE TRUSS MEMBER POLYCARBONATE ROOF PANEL 6' -0" CLR 1 WALL TO WALL t CAST IN PLACE CONCRETE WALL BELOW STAIR FRAME - ELEVATOR MACHINE ROOM WITHIN LINE OF PILE CAP BELOW LINE OF ABUTMENT ABOVE LINE OF ABUT ABOVE PIT LADDER ® PRO B Iftal 4. — STEEL PIPE TRUSS END FRAME ONCRETE SLAB OVER EPICORE METAL DECK AT LANDING 1 G 4' TO SUPPORI POINT 3" DIA DOWNSPOUT ROUTING WITHIN FRAME WALL SEE DETAILS 1, 2, 3, & 4/A800 ROOF DRAIN GLASS GUARDRAIL, S.S. HANDRAIL TYP @ NORTH SIDE OF BRIDGE EL +38' -5" STEEL GUARDRAIL, TYP 5 S HANDRAIL, TYP GG\ 18 "X18'')418" SUMP PIT W/ METAL GRATE COVER (FLUSH VVI PIT FLOOR) PLAN @ ELEVATOR PIT A500 1/4" = 1' -0" \ ELEVATOR ROOF PLAN 7' -7" U ELECT. ROOM 1 HR RATED WALL 6' -0" 8' -7" 14T a 12" E L +38' -5 \-7.— 51 -0, 12 A801, 19T @ 12" 19T @ 12" OPP 1 ) s 1 I I # 3 1 { I UNIT HEATER/ AIR CO DITIONER SET; IN QPE'IIN IN : '.0 11C. WALL AIR:INTAKE (THROUGH PENETRATION IN.:STAIERISER•w.. WEST STAIR ENLARGED PLAN 1/4 FT SLOPE EXISTING 904 BUILDING I ~ CAST IN PLACE CONCRETE LANDING OVER EPICORE METAL DECK ELEVATOR MACHINE ROOM BELOW STAIR LANDING (DASHED) SEE PLAN 6/A500 CONTINUOUS TOP CHORD ABOVE TUBE TRUSS MEMBER, TYP EXISTING 904 BUILDING d N 8 CAST IN PLACE CONCRETE WALL LINE OF STAIR EDGE ABOVE (DASHED) SIM 8' -4 SEE 5, 6, 9, & 10 /A802 FOR ELEVATOR CAB INTERIOR ELEVATIONS BONN ® raa STAIR ABOVE CAST IN PLACE CONCRETE ABUTMENT BELOW STL GUARDRAIL STANCHION/ HANDRAIL BRACKET, TYP Ea. ow am CAST IN PLACE CONCRETE ABUTMENT —1 HR RATED PAINTED STL DOORS & FRAME 11 1 HI4 RATED PAINTED STLPOORS & FRAME \ A500 SIM S tn 38' -2" /, ® s, / t/ /'' \ e / / C 1 , vv; 1 ..•_..._.. .i..: . .._..._. ALUMINUM GLAZING SYSTEM OPP, SIM CALL BUTTON LANDING SLOPE AWAY FROM ELEVATOR, TYP GUARDRAIL, TYP CONCRETE FLOOR @ STAIR LANDING MOMENT FRAME TRUSS OPENING SLIDING GLASS (" GATE, SEE A503 IDGE SUPPORT INTS BELOW OPP, SIM BOTTOM CHORD BOTTOM CHORD kEVIEWED CODE COMPL N AUG J 7608 City qq Tukwila SEE 1/A500 FOR BRIDGE LEVEL FLOOR PLAN LINE OF PILE CAP BELOW PER STRUCTURAL CALL BUTTON EDGE OF LANDING \ ABOVE FLOOR @ LANDING \ SLOPE AWAY FROM \ ELEVATOR, TYP G\ANE DETAECTION RAIL SEE DETAIL 8 & 12/A802 BRIDGE SUPPORT POINTS BELOW BOTTOM CHORD \ \ I CONCRETE ABUTMENT ABOVE, SEE ELEVATION 1/A50? WEST STAIR PLAN &,, ELEVATOR MACHINE ROOM 1/4" = 1' -0" pG0/3 21LI Drawn by Checked by Date November 9, 2007 Project No 2705S CONSTRUCTION - DOCUMENTS Drawing Title West Stair & Elevator Plans & Elevations 1 /4" =1 %0" Revisions 0 ISSUED FOR 11/09/2007 PERMIT NOV 1.5 2007 PEFMI IJ CEN ] Eh.. RECEIVED CITY OF TUKVUILA JUL 2 R 2008 Drawing N P ERMIT CENTER A500 ...._____ .7-7--- /7 0 /, RAIL BRACKET ON BACKSIDE OF STRUCTURAL BEAM (MAX. SPAN 15' -9 ") EL +38' .-5 @ FINISH BRIDGE FLOOR BRIDGE SUPPORT POINTS CONCRETE ABUTMENT SEE 4/A502 FOR DIMENSIONS & NOTES EL +18' -8" @ PAVING COLUMN „, 4' -11i" SIM 17`Q" PER STRUC'URA CAST IN PLACE CONCRETE ABUTMEN 4 - -J 2' -6" CANE DETECTION RAIL SEE DETAIL 8 & 12/A802 STL CANOPY EDGE PREFINISHED Al I MI RII)INIC2. TUBE TRUSS (OBLIQUE VIEW) SEE SHEET A301 FOR TRUSS SECTION ALUM. SIDING (2) EQ STEEL GUARDRAIL, TYP S.S. HANDRAIL, TYP TUBE TRUSS (OBLIQUE VIEW) SEE SHEET A301 FOR TRUSS SECTION 1 EAST ELEVATION A502 1/4" = L- EST ELEVATION CANE DETECTION RAIL SEE DETAIL 8 & 12/A802 EL +18 @ PAVING f. BOTTOM CHORD BOTTOM CHORD TOP OF CONCRETE FILLED, RECESSED SNAP -TIE HOLES 1/2" CONCRETE REVEALS, TYP. LINE OF DOWNSPOUTS SHEET A504 FOR RAIN LEADER DIAGRAMS & DETAILS 0 TOP OF CONC. CURB 4 , GRADE EL. 18 7.).43. \\ \ \ 1 1 1 1 • ® .rr,--am 2 ' -O " •44 '4 PILE CAP PER STRUCTURAL a.. •' '�: 18" X 18" X18 "D SUMP PIT '• • • • • "' • W/ MTL GRATE '•s •• •' • '' • 4. 1/4" =1' -0" m 0 • O 1 1 1 ELEV. CAR COL. 6' -7" A800 11 0 tV 0 rti CC J U COL. NORTH ELEVATION w 3 — , _.. ... ti � , , %'/ ' TOP OF STEEL COL. EL +52' -7" BOTTOM OF STEEL HOISTWAY BEAM PER STRUCTURAL HOISTWAY SECTION LOOKING EAST 1/4" EL +38'-5" BRIDGE LEVEL PREFINISHED ALUMINUM SIDING TUBE TRUSS STRUCTURE BEYOND — STAIR BEYOND ABUTMENT BEYOND CONCRETE ABUTMENT 1/2" CONCRETE REVEALS, TYP. FILLED, RECESSED SNAP -TIE HOLES � @PAVING L TOP OF Y CONC. CURB E STL GUARDRAIL, TYP S.S. HANDRAIL, TYP EL +38' -5" @ FINISH BRIDGE FLOG EL. VARIES @ LAND)t CAST IN PLACE - - - " I I a. 1TOP OF STEEL COL. T EL +52' -7" i II 1 1 1 1 1 ■ ,— - -� CONCRETE ABUTMENT 1- EL +38' -5" BRIDGE LEVEL 2' -O" • . .• $ ••k • .4 • 4• • .r. 6 " • . • r• .• . =4'. COL. 1 11 A800 I 8' -4" CLR HOISTWAY 9' -2 - 1 fi •: • 1 g 4 COL. r-A5 \ HOIS TWAY SECTION LOOKING NO � �. . $64-06GE @ C' OPY .AUG Ao2 1 S OUTH ELEVATION 21,1 1)606..... 1• • 1 1 BOTTOM OF BEAM 1 r •• . q1 41 HOISTWAY BEAM PER STRUCTURAL TYP@ BEAM PILECAP PER STRUCTURAL 18" X 18 "x18 "D SUMP PIT W/ MTL GRATE City y7 Of UILO14 S HALL LANTERN, TYP STAINLESS STEEL ELEVATOR DOOR TYP. HALL STATION, TYP STL GUARDRAIL TYP. CONCRETE OVER EPICORE METAL DECK LANDING STEEL BEAM METAL PLATE @ BEAM PENETRATION ee € TYP i F PREFINISHED ALUM. SIDING RECEIVED CITY OF TUKVVILA JUL 2 8 2008 PERMIT CENTER CONCRETE BASE 0 CONSTRUCTION - DOCUMENTS Drawing Title West Elevator Sections 1 Elevations 114" =1 " -Orr Revisions 0 ISSUED FOR 11/09/2007 PERMIT Drawn by Checked by Date November 9, 2007 Project No 27053 Drawing No U Z 0.. ce w z 0 d AC cn RECEWED NOV 15 2001 PERMIT CEN•rEh A502 3" = 1' -0" 1/4" = 1' -0" Set tray flange in continuous perimeter sealant bead Top of concrete abutment 1 RAIN LEADER DIAGRAM — EAST ABUTMENT 3" Metal overlap at top of concrete 3" Dia. rain leader by truss fabricator bent to compound curve to follow inside of truss diagonals - see elevations for locations To storm sewer Rain leader outlet set below top of concrete 8" Wide prefinished metal collector tray centered in concrete abutment wall, sloped 1/2" per foot SECTION DETAIL AT COLLECTOR TRAY & RAIN LEADER Continuous 5" diameter rain leader, tight -lined to storm sewer 8" Wide block -out in concrete with prefinished metal cover plate Concrete pile cap Continuous prefinished metal gutter both sides of truss 3" Dia. rain leader by truss fabricator bent to compound curve to follow inside of truss diagonals Prefinished metal collector tray, set in concrete block -out - slope 1/2" per foot toward center Rain leader spills into open collector tray 8" Wide block -out in concrete 6" Inside diameter pipe sleeve set in concrete around 5" diameter rainleader, centered below truss t: of truss Top edge of collector tray beyond Domed strainer Collector sleeved into rain leader Q 5" Diameter downspout 6" Inside- diameter pipe sleeve in concrete, centered below collector tray, centered in width of concrete abutment wall L Q Ll 3/4" chamfer, typ. unless noted otherwise Clean -out Continuous 5" diameter rain leader, tight -lined to storm sewer 8" Wide block -out in concrete with prefinished metal cover plate Grade Concrete pile cap Q To storm sewer Continuous prefinished metal gutter both sides of truss 3" Dia. rain leader by truss fabricator bent to compound curve to follow inside of truss diagonals Prefinished metal collector tray, set in concrete block -out - siope 1/2" per foot toward center Rain leader spills into open collector tray 8" Wide block -out in concrete 6" Inside diameter pipe sleeve set in concrete around 5" dia. rainleader, centered below truss o J RAIN LEADER DIAGRAM — WEST ABUTMENT 1/4" = 1' -0" 8 y . of abutment wall Concrete abutment wall with square corners at block -out 5" Diameter rain leader 12 Guage hot - dipped galvanized steel cover plate 12 Guage hot - dipped galvanized steel angle bracket, anchored to concrete Stainless steel countersunk self- tapping square -drive screws, 16" O.C., aligned horizontally 1 SECTION DETAIL AT SLEEVED RAIN LEADER 3" = 1' -0' L pros 2�y RECEIVED CITY OF TUKWILA JUL 2 €3 'IOOO PERMIT CENTER Revisions Drawing No w 0 ( ort LL O W ci V l 6- § CL CONSTRUCTION DOCUMENTS Drawing Title RAIN LEADER DIAGRAMS / DETAILS Drawn by Checked by Date November 9, 2007 Project No 2705S NOV 15 ?007 PERMIT CENTER A504 Dia. rain leader by truss fabricator bent to compound curve to follow inside of truss diagonals - finish to match truss members Centerline of curved diagonal truss member 3 "_ 1 , 0 „ Formed rain leader sleeve SECTION DETAIL AT TOP CHORD 3" = 1' -0 1/2" Thick continuous steel plate CP Grind smooth ntinuous painted steel ded to slab edge - gh bottom plate 2 SECTION DETAIL AT BOTTOM CHORD 7 114" 4 co - Continuous aluminum purlins fastened to truss structure Roof panel battens ~� -- Polycarbonate roof panel Linear up -light fixture, typ. - south side of truss only - maintain level alignment Steel pipe top chord Neoprene gasket both sides - thickness varies due to non - parallel alignment of continuous steel plate and top edge of glass 3/4" laminated fully tempered glass unit with polished edges 3/8" Thick continuous bent plate t - - - Diagonal pipe truss member at box truss Homed edge of gutter over edge of sill component Extruded aluminum sill coomponent of polycarbonate panel system Continuous sealant between gutter and roof sill Formed 20 GA steel bracket for support of wiremold - 2" wide, 4' -0" O.C. - spot welded to steel pipe, painted to match Continuous stainless steel wiremold secured to steel pipe - both sides of truss - shim behind as required Axis between chord center and perpendicular to curved diagonal tangent 5/16" Stainless steel countersunk flat head socket cap screws both sides, with stainless steel coupling nut between steel plates 6" x 4 1/2" x 3/8" painted steel compression plate - 2 per glass panel glass shoe - include weeps thr Grind smooth Vertical chord axis - angle to horizontal varies Diagonal pipe truss member at box truss and moment frame conditions 3/4" Laminated fully tempered glass unit with polished edges - angle varies - maintain parallel to vertical chord axis Glazing gasket, both sides 5/8" Thick continuous bent plate slab edge - angle varies - maintain parallel to vertical chord axis Grout filler at cantilevered guardrail and moment frame conditions Concrete slab or aluminum plank where occurs 1/2" x1/2" block out - fill with sealant, typical at all pipe penetrations through concrete Continuous 1/2" x 1/2" block -out in concrete along steel edge - fill with sealant, typ. 0000 6" wide opening in perpendicular' T' and continuous run of 1" conduit, TYP. at both sides of truss Halfen bolt and stainless steel clip by aluminum plank manufacturer 10.75" Dia. bottom chord 4" Min. to accomodate rain leader 3" Dia. rain leader by truss fabricator bent to compound curve to follow inside of truss diagonals - see elevations for locations TYP. Laminated glass panels with polished edges 5' Glass panel module 1 PLAN DETAIL AT GLAZING HEAD A803 6" = 1' -0" 1 314" 6" = 1'.0" 1 NOTE: EASE EDGES OF ALL STAINLESS STEEL COMPONENTS WITH 1/32" BEVEL. 5' Glass panel module Laminated glass panels 3/8" Stainless steel compression plate with 1/2" thick threaded spacer block Glazing gasket, both sides thickness varies to accommodate offset of glass 1/4" Fillet weld - both sides, typ. 5/16" Stainless steel countersunk flat head socket cap screws, two per bracket 3/8" Stainless steel compression plate 1/2" Stainless steel bracket plates PLAN DETAIL AT HANDRAIL BRACKET 1' -3" \ 1' -1 112" I -- SECTION DETAIL AT HANDRAIL BRACKET 6 w 1'-0" 3/8" continuous steel plate following line of top chord 5/16" Stainless steel countersunk flat head socket cap screws, two per bracket Stainless steel coupling nut Wedge shaped glazing gasket, thickness varies Laminated glass panel 1/8" Thick glazing gasket 3/8" Stainless steel compression plate 5/16" Stainless steel countersunk flat head socket cap screws, two per bracket Open gap between glass panels 5/16" Stainless steel countersunk flat head socket cap screws, two per bracket 1 /2" Stainless steel bracket plates 3/8" Stainless steel compression plate ELEVATION DETAIL AT HANDRAIL BRACKET 6". 1'-0" 1.9" Outside diameter continuous stainless steel handrail Stainless steel flush bracket flange Stainless steel closure where bracket flange does not occur Stainless steel bracket plate at moment frame column, curved to fit against column face, one fastener through tapped hole in column wall Steel pipe moment frame column where occurs �n. COVE fit i C 1/2 Thick stainless steel br plate - two per barcket &oB 21M fj C 0 0 3/8" Thick stainless steel compression plate, both sides 5/16" Stainless steel countersunk flat head socket cap screws, 2 per bracket Glazing gasket, both sides 3/4" Laminated glass - maintain parallel to vertical chord axis CONSTRUCTION DOCUMENTS Drawing Title GLAZING & RAILING DETAILS Revisions 0 ISSUED FOR 11/09/2007 PERMIT Drawn by Checked by Date November 9, 2007 Project No 2705S Drawing No NOV 1 5 ZUli1 PERMIT GEN _ RECEIVED CITY OF TUKWILA JUL 2 R i PERMIT CENTER A803