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HomeMy WebLinkAboutPermit D08-233 - WINGATE - DEMISING WALL AND STORAGE RACKSWINGATE 3411 S 120 PL D08 -233 Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Tenant: Name: WINGATE Address: 3411 S 120 PL , TUKWILA WA Cityakf 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 DEVELOPMENT PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKVVILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: DAVID KANG Address: 12201 TUKWILA INTERNATIONAL BL , TUKWILA WA 98168 Phone: 206 - 422 -2142 • Permit Number: D08 - 233 Issue Date: 06/16/2008 Permit Expires On: 12/13/2008 Contractor: Name: SABEY CORPORATION Address: 12201 TUKWILA INT'L BLVD 4TH FL , SEATTLE WA 98168 -5121 Phone: (206)281 -8700 Contractor License No: SABEYC *953RE Expiration Date: 12/05/2009 DESCRIPTION OF WORK: REMOVE STORAGE RACK SYSTEM TO ALLOW CONSTRUCTION OF DEMISING WALL (D07 -435) AND REPLACE STORAGE RACKS IN SAME LOCATION Value of Construction: $0.00 Fees Collected: $86.18 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0024 doc: IBC -10/06 * *continued on next page ** D08 -233 Printed: 06 -16 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: City ATukwila • 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 N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End lime: Fill 0 c.y. Start Time: End lime: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: doc: IBC -10/06 N Permit Number: D08 - 233 Issue Date: 06/16/2008 Permit Expires On: 12/13/2008 Date: tte t 6 I hereby certify that I have read and :.. ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • whether specified herein or not. The granting of this permi does not pre e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t.; - o • : ce of work. I am authorized to sign and obtain this development permit. Signature: Date: 1 'PP P c Print Name: `-/ 4 f 1^' 4 f4 r s 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. D08 -233 Printed: 06 -16 -2008 Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Tenant: WINGATE 1: ** *BUILDING DEPARTMENT CONDMONS * ** • • 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 Permit Number: D08 -233 Status: ISSUED Applied Date: 04/29/2008 Issue Date: 06/16/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Manufacturers installation instructions shall be available on the job site at the time of inspection. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 10: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 11: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (IFC 2302) 12: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 13: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 14: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. doc: Cond -10/06 D08 -233 Printed: 06 -16 -2008 (NFPA 13- 12.3.1.13) • 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 • 15: Pallets shall be stored no higher than 6 feet (1.8 m). Each pallet pile of no more than four stacks shall be separated from other pallet piles by at least 8 feet (1.4 m) of clear space or 25 feet (7.6 m) of commodity. Idle wood pallets shall not be stored in racks. (NFPA 13- 12.1.9.1.2) 16: Aisles in sprinldered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mrn) wide in high -piled storage areas exceeding 2,500 square feet (232 m in area, that area accessible to the public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1) 17: The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. (IFC 2306.9.2) 18: Warehouses designed for high -piled stock shall establish and maintain aisleways of not less the 44 inches to provide access to all exits and fire department access doors. (IFC 2306.9.1.1) 19: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 25: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 26: All sprinlder system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila doc: Cond -10/06 D08 -233 Printed: 06 -16 -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 Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 27: No point m a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 29: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: To schedule all construction fire - related inspections send an e -mail to fireinsprequest ©ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * * continued on next page ** D08 -233 Printed: 06-16 -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 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 work construction or the performance of work. Signature: Print Name: doc: Cond -10/06 Date: 4 1/ 4' 0 b ordinances governing or local laws regulating D08 -233 Printed: 06-16 -2008 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cltukwila.wa.us 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 King Co Assessor's Tax No.: Site Address: d '1 t 1 5 / to Pt" I U k W t Lp Tenant Name: w 1 tJ tocere New Tenant: Property Owners Name: Sst r5G C -r /0 ,3 Mailing Address: / Z2.0/ / v W e Lr{ 7„f re; c. WA- r 1, 131 114 Ft C q ► - t1 e: IA ' ct (02 CONTACT PERSON - who do we contact when your permit ready to be issued Name: DA v* 1a 1t1-44+-) LO Day Telephone: 6 La 9 ZZ - 7-1 9 L_ 11-1-00 Tut -v.% 1 r►- oraR,N41 lit livto- 4 Pia_ '°BAH 1a 1 t.. • IN 4% City State Zip Fax Number: Mailing Address: E -Mail Address: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: SPt13ar Ct,poeis1 -r fort Mailing Address: t7.61 t ui -i.43i t.rtr wretZ J A-rto nl Vitt 1 DAV1, )6/401... Contact Person: E -Mail Address: Contractor Registration Number: CA S:Lt C - 3 z E ARCHITECT OF REC All plans mus et st amped by Arc Record' Company Name: Mailing Address: 'S sk itz Yi s Ft rY:A +✓ City State Zip Day Telephone: Z ° IP 4 2 1-- 'Z-) 4 L Fax Number: CArse Contact Person: D:1V t D E -Mail Address: � c.. 1.L1 � 144 NJ to E -Mail Address: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Perm t. No. Mechanical Permit No. Plumbing /Gas Permit Nt Public ? Works Permit No. Project No. Suite Number: City Expiration Date: (For office use only) 1 0 Z 30 4-oto (4'i Floor: .... Yes Eo State Zip llun , IT • SEA141 Z UA' ' (v i City Slate Zip Day Telephone: 20 t, t2. 7-1 4 2..- Fax Number: tZ ' o�• be e"t:sta by Enguneer.,o. ENGINEER OF RECORD * All plans mius Company Name: VA D '`» 1 11 A) G.1081 iJ a Q.1 u to Mailing Address: if (L W tSel,Aow .y S.. 1" 1 Zo -f ) e" DAV-- ZO y City State Zip Contact Person: el p 4401 l0 0 4 t-tJ t A) Day Telephone: t ( e 2-4 ® 3 t 0 Fax Number: S 1 ZyO 3 A 1 3 Page 1 of 6 BUILDING PERMIT INFO914TION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ I 14'J a'4 Existing Building Valuation: $ Scope of Work (please provide detailed information): nn S TOCA tt v P-40 1i n2 Will there be new rack storage? Ege: - 1s Floor 2"a Floor ra Floor l~ laors thr B asemen t Accessory Structure Attached G Detached Garage Attached Carport Carport Covered Deck Uncovered Deck nterior Remodel Addition to Existing Structure Type of Construction per IBC. vg Type of Occupancy per IBC ©�z.y PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): ie r 2.6 3`t'g 1 - 'Floor area of principal dwelling: 4 2(P4 Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: ' Z Compact: Handicap: Will there be a change in use? Q:Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: NV Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 121- 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. Page 2 of 6 a, PERMIT APPLICATION NO — Applicable` to all permits in this a ication 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. 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 Signature: Print Name: -70 ) Mailing Address: -2 t 4 o i✓ Date Application Expires: Date Application Accepted: AUTHORIZED AGENT: Q:VWpplications\Forms- Applications On Line\3 -2006 - Permit Application,doc Revised: 9 -2006 bh Date: q•let -08 t D � ay Telephone: `ZOO '1 1 ' 6 / Zo 7.4..,o - lA ao � lu V ( ur A ' Q oo'� I City State Staff Initials: l \ Zip Page 6 of 6 Fixture Type: Qty Fixture Type: Qty 'xture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or w r cooler (per head) fountain Gas piping outlets Bidet Food -waste grinder commercial Recept indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, sin head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain w er system — per drai nside 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 Re it or alteration of water p ing and /or water treating quipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPINERMIT INFORMATION -.206-431 ,7 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (c s tractor's bid price): $ Valuation of Gas Piping work (co actor's bid price): $ Scope of Work (please provide detai a information): Building Use (per Intl Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets to stalled and the quantity below: Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Expiration Date: Page 5 of 6 Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: WINGATE Receipt No.: R08 - 01388 Initials: WER User ID: 1655 Payee: HUGHES CONSTRUCTION ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2578 86.18 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $86.18 Permit Number: D08 -233 Status: PENDING Applied Date: 04/29/2008 Issue Date: Payment Amount: $86.18 Payment Date: 04/29/2008 09:52 AM Balance: $0.00 49.50 32.18 4.50 1777 04/29 9711 TOTAL 86.18 doc: Receipt -06 Printed: 04 -29 -2008 Project: Type of Inspection: Address: 34\h S \Z o PL Date Called: .— Special Instructions: Date Wanted: - 7- 1-7-6 G.nL` p.m. Requester: Phone 2 e)G- - 730— / 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. DMZ PERMIT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: (Date: 07 — _ { ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be k paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: w "5 i Type of Inspection: r," ,QoicK hiaa/ Address: '3y// S / 1 0 it°L s Suite #: Contact Person: 1 P ‘i g i .-v .s Special Instructions: Phone No.: L. 73o -LS72 Inspection: Needs Shift Inspectio Sprinklers : - Fire Alarm: -Hood & Duct: -- Nponitor: Pre -Fire: •, Permits: _ Occupancy Type: INSPECTION NUMBER CITY OF TUKWIL -A FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 206 -575 -4407 Approved per applicable codes. INSPECTION RE CORD Retain a copy wati permit • Word /Inspection Record Form :Doc 1/13/06 4 Oo8 2 5 3 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: te ell- ' C1 ee.-fa r i vi, -ret -lei 444. _ Pe. f r J I Inspector:. sad 39.c Date: 4// PAO ors.. Fi $80.00 REINSPECTION FEE REQUIRED. You will•receiean invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P..113 • 1 • By .. G. OHANIAN DATE. 10 -25 -05 SUBJECT SABEY CORPORATION 3411 SOUTH 120TH PLACE SEATTLE, WA. 98168 PER IBC 2006 EDITION STORAGE RACKS CAPACITY: 3000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD -13257 RAGiK DEOI N & ENOINEERINGI do. 412 WET BROADWAY, SUITE #204 dLENDALE, OA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: SHEET NO. 1 JOB NO.. RD -13257 FELE. COPY �•'p � Mw qq.. O y } !!�� c/ lii/u Of Tukwila REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 6 2'08 REC CA Y OF riKw4.4 APR 2 9 2000 'ERMR CEN7E , BY..., G. OHANIAN DATE. 10 -25 -05 SUBJECT BEAM SEISMIC DESIGN _ S US XI V — Rx1.4 WORKING STRESS FRONT VIEW LOAD PER COLUMN L.L.= 2 x 2x3 K —2 K 3 2 coL. W . 2.01.1. 2.2 K 96" r I =1.56 S =.78 F _5 KSI. Y V — 1x1x2.2 = 26 K LONG 6x1.4 V _ 1x1x2.2 = 39K TRANS. 4x1.4 RAdK DEOI(4N & ENdINEERIN(i do. 412 WEOT BROADWAY, OU1TE #204 CiLENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 IBC 2006 ASCE 7 (SEC. 15.5.3) S =1 (USGS WEB SITE, "SITE CLASS 0 ") 1 =1 R =6 MOM. CONN. R =4 BRACED W =D. L.+ 3 L.L. r SIDE VIEW 3000 # / LEVEL + 25% IMPACT LOAD 1700 # / BEAM M= 96 "x1.7K = 20" 8 S 33 "K— .62<.78 z 3 a" 0 = 5xWxL = .38" < 96 384x1, xE 180 LONGIT. SEISMIC = .53" .26 K 13 K 13K 6 "K = 12 "K 12 "K SHEET NO. 2 JOB NO.. RD - 13257 6 "K r BY .. .=, G. OHANIAN DATE. 10 - 25 - 05 SUBJECT COLUMN ANALYSIS In x- t 3 1 t =.07" x COMBINED STRESS RATIO P P + M — 2 + = .91 <1.33 a ax BASE PLATE ANCH. TENSION = 12— (262x3.5 ") = 71 K ANCHOR SHEAR = 2 = 13 K (2) -1/2 "o ANCHORS SIMPSON WEDGE TYPE ESR -1771 OR APPROVED EQUAL. ALLOW. TENSION =.9 K ALLOW. SHEAR =1.5 K P 5/30i 5/3 .71 5/3 13 5 / 3 (P +(V) —( +( 15 ) _ .69 <1.33 MOMENT AT BEAM CONNECTION 7/16 "o RIVET A =.1 Fy = 79 KSI Va = .1x79x.4 = 3 K Ma =3Kx4 "x1.33 = 16 " 3 PIN CONN. CONN. RAdK DEOI(4N & ENGSINEERINGt d0. 412 WET BROADWAY, gUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 Fy =55 KSI A =.73 S=.68 r =1.2 r =1 KI = 92x1.7 — 130 r 1.2 KI _ 44 _37 r - y T2 — Max =Sx •Fb =22 "K 9°K Fe =( 2 K I E =17 2 r 1 Fn =Fe = 17 KSI P F xA = 12 K P _ Pn _6K a— 1.92 — 2.2 K 12 " K 1 Q 8"x5"x3/8" � _ _ � BASE PLATE SHEET NO 3 JOB NO.. RD -13257 • ,; BY ... , G. OHANIAN DATE . 10 - 25 - 05 SUBJECT OVERTURNING = .39 "x.5x1.15 =81 "K M OT MR = 2.2 K x48" = 105 "K NO UPLIFT LOAD TO DIAGONAL LOAD TO DIAGONAL P = .39 K x2x 56 = .91 K 48 F =55 KSI A =.31 r =.48 L= 56" CHECK WELDS CHECK SLAB 2200 __ 2.2 °' 1000 F = 1 1 .2 KSI P 3.5 K 1/8" WELD 1" LONG EACH SIDE (2" TOTAL) 2x.125x.707x70x.3 = 3.7 K 2.2x144 =317 =18" M= ( )2x1000x 2 x12 =375 "# 5= 12x5 = 50 6 375 = 8 <1.6V 50 RAdK DENT N & ENdINEERIN(i do. 412 WE BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 TOP LEVEL LOADING (100% LOAD) L.L. =1x3 K =3 K W - '2.1 3L.L 3.2 K V = 1x1x3.2 = 5 7K TRANS. 4x1.4 BOTH SIDES t =.06" 1/8 nJz 0 t =.06" 2200# SHEET NO 4 JOB NO. RD -13257 M OT = .57Kx180 "= 102 "K MR =3.2 Kx24 "= 77 "K UPLIFT = 102-77 = .52 K 5" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL DEPARTMENTS: Bui i g Division u Public Works • • PLAN Vi PING SLIP Structural Fire Prevention ACTIVITY NUMBER: D08 ,235 DATE: 04 -29 -08 PROJECT NAME: WINGATE SITE ADDRESS: 3411 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued o Da )G (P or 1L�J DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Planning Division ❑ Permit Coordinator ❑ DUE DATE: 05-01 -08 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROU ING: Please Route M Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 05-29-08 Not Approved (attach comments) 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 License Information License SABEYC *953RE Licensee Name SABEY CORPORATION Licensee Type CONSTRUCTION CONTRACTOR UBI 600254734 Ind. Ins. Account Id 33122101 Business Type CORPORATION Address 1 12201 TUKWILA INTL BLVD 4THFL Address 2 City SEATTLE County KING State WA Zip 981685121 Phone 2062818700 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/5/2005 Expiration Date 12/5/2009 Suspend Date Separation Date Parent Company Previous License SABEYCI033KM Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 HARTFORD FIRE INS CO 52BSBDQ2825 11/29/2005 Until Cancelled $12,000.00 12/05/2005 Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID A PRESIDENT 12/05/2005 HARMON, JAMES N SECRETARY 12/05/2005 Look Up a Contractor, Electrin or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I 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. 1 Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SABEYC *953RE 06/16/2008 GENERAL NOTES 1, CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS, 4, CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT, 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE, THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS, 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION. TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS, '15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC, 16, SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. FA . 19, PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE, 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AID ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER, 22, ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID SHEET NO. D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL DTL SHT COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE; 0 0 20' - 1, L ANGLE • AT q_ CENTERLINE INDICATES FINISHED 1 SURFACES TO ALIGN DRAWING TITLE BAR 1 1127 1 G1 A DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 92' -0" +1' -0" NOMINAL FLOOR ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE -- SPACE NAME DOOR SYMBOL �- SPACE NUMBER DOCUMENT SHEET SYMBOL KEYED SHEET NOTES GLAZING SYMBOL �- REVISION NUMBER ARCH / INTERIOR ABBREVIATIONS ADJ AFF ALT ALU M APC APPROX ARCH ACT AV BLDG BOT CAB CL CLG CLR COL CONC CONE DEMO DEPT DF DIA DIFF DIM DTL DW DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC FFE FI N FLUOR FLR FO FDIC FTIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MAIL MAX MDF - ADJUSTABLE - ABOVE FINISH FLOOR - ALTERNATE - ALUMINUM - ACOUSTICAL PANEL CEILING - APPROXIMATE - ARCHITECTURAL - ACOUSTICAL CEILING TILE - AUDIO VISUAL - BUILDING - BOTTOM - CABINET - CENTER LINE - CEILING - CLEAR - COLUMN - CONCRETE - CONFERENCE - DEMOLITION - DEPARTMENT - DRINKING FOUNTAIN - DIAMETER - DIFFUSER - DIMENSION - DETAIL - DISHWASHER - DRAWING - EACH - ELEVATOR - ELECTRICAL - ELEVATION - EQUAL - EQUIPMENT - EXTERIOR - FIRE ALARM - FLOOR DRAIN - FIRE EXTINGUISHER - FIRE EXTINGUISHER CABINET - FINISH FLOOR ELEVATION - FINISH - FLUORESCENT - FLOOR - FACE OF - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR FURRING GAUGE GENERAL CONTRACTOR GLASS GYPSUM WALLBOARD HANDICAPPED HARDWARE HOLLOW METAL (STEEL FRAME) DEFINITIONS AND DIMENSIONS A. DEFINITIONS: HOUR INCLUDED OR INCLUDING INFORMATION INSULATION LAVATORY LINEAR FOOT MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECH - MECHANICAL MEZZ - MEZZANINE MFR - MANUFACTURER MIN - MINIMUM MISC • - MISCELLANEOUS MTD . - MOUNTED MTL - METAL N/A - NOT APPLICABLE NIC - NOT IN CONTRACT NTS - NOT TO SCALE OC - ON CENTER OFF ' - OFFICE OPNG - OPENING OVHD -- OVERHEAD P - PAINT PART - PARTITION PERF - PERFORATED PERIM - PERIMETER PERP - PERPENDICULAR PLAM • - PLASTIC LAMINATE PLYWD - PLYWOOD QTY - QUANTITY (R) - RELOCATED RA - RETURN AIR RCP - REFLECTED CEILING PLAN REC - RECESSED REF - REFERENCE REFR - REFRIGERATOR REL - RELOCATE REV - REVISION OR REVISED RM - ROOM RO - ROUGH OPENING RTD - RATED SCHED - SCHEDULE SF - SQUARE FEET /FOOT SHT -- SHEET SIM - SIMILAR SPEC SPECIFICATION SPKLR - SPRINKLER SPKR - SPEAKER SQ - SQUARE STD -- STANDARD STL - STEEL STOR - STORAGE STRL - STRUCTURAL STRUC - STRUCTURAL SYMM - SYMMETRICAL TBD - TO BE DETERMINED TEL - TELEPHONE OR TELECOM TEMP - TEMPERED THK - THICKNESS TO - TOP OF TOS - TOP OF SLAB TYP - TYPICAL UON - UNLESS OTHERWISE NOTED UPS - UNINTERRUPTED POWER SUPPLY VCT - VINYL COMPOSITION TILE VIF -- VERIFY IN FIELD W/ - WITH wC - WATER CLOSET WD - WOOD W/0 - WITHOUT 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED, 2. "SIMILAR" OR "SIM," INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER, A, STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D, ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED, 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5, VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE . OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ", 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED, 7, DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. BUILDING SUMMARY PROJECT ADDRESS: INTERGATE EAST BLDG, 1 3411 S. 120TH PLACE TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION; VB FIRE RESISTIVE SYSTEM; SPRINKLERED OCCUPANCY TYPE: 51 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS; CORRIDORS: 1 HOUR 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT, NEW PARTITIONS, DOORS, FINISHES, STREET MAP KEY PLAN / FLOOR PLATE/ EGRESS PLAN - 1 ":2 A.0.1. A.O.1. • SUITE 1120 A EXISTING TENANT EXIT EXIT 4 EM AREA: 46.20388 ACRES BUILDING AREA BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 TOTAL AREA: SEISMIC ZONE: 3 EXIT TOTAL REQUIRED; NO CHANGES PROPOSED AREA OF WORK • SUITE 11140 OCCUPIED EXISTING WAREHOUSE 'S1' • • O EXIT 745,130 S.F. • • • • E IT <:,€ :II EXIT PROJECT SITE DATA ZONING; MIC /H MANUFACTURING INDUSTRIAL CENTER /HEAVY 98,564 S,F, -AREA OF WORK 107,489 S.F. 201,360 S,F. 115,010 S.F. 217,355 S.F. 5,352 S.F. PARKING REQUIRED; OFFICE: 35,226 S.F. X 2.5/1,000 MANUFACTURING: 561,142 S.F. X 1/1,000 WAREHOUSE; 154,479 S,F, X 1/2,000 88 STALLS 561 STALLS 77 STALLS PROJECT TEAM BUILDING OWNER: • Sabey Corp. 12201 Tukwila Int. Blvd Fourth Floor Seattle, WA 98168 Tel: 206 277 -5271 Fax; 206 - 281 -0920 ATTN: SANDRA SUSKIC GENERAL CONTRACTOR: Sabey Construction 12201 Tukwila Int. Blvd Fourth Floor Seattle, WA 98168 MECHANICAL ENGINEER; TBD - Bidder Design Build by G.C. ELECTRICAL ENGINEER: TBD - Bidder Design Build by G.C. FIRE /LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C, 726 STALLS E E EXIT EXISTING 2 HOUR SEPARATION . SUITE 4 VACANT EXISTING WAREHOUSE 'SI' T ( LEGAL DESCRIPTION LEGAL DESCRIPTION: PORTION OF GOV LOT 15 IN SW 1/4 OF SECTION 10 -23 -04 BEGIN NW CORNER OF SW 1/4 TH S 01 -46 -02 W 107.22 FT TH S 87 -33 -12 E 512,24 FT TO POINT OF BEGINNING TH S 87 -33 -12 E 214.16 FT TH N 78 -40 -52 E 415,05 FT TO WLY MARGIN OF E MARGINAL WAY TH S 16 -31 -41 E 241.92 FT TH S 28- 02 -57, E 104,42 FT TH S 17 -01 -47 E 100.50 FT TH 5 11-19-15 E 13.28 FT TH N 58 -13 -58 W 473,87 FT TH 5 01 -46 -02 W 37 FT TH N 88 -13 -58 W 307.80 FT TH N 01 -46 -02 E 373,93 TO POINT OF BEGINNING- LOT 1 OF CITY OF TUKWILA BOUNDRY LINE ADJUSTMENT NO L2000 -042. TX PARCEL ID # 1023049069 DRAWING INDEX DRAWING ISSUED T AREA OF WORK IBC REQUIREMENTS FOR PLUMBING FIXTURES: AREA S1 SUITE #140 = 29,577 SF SUITE #130 = 19,715 SF TOTAL = 49,292 MAX. FLOOR AREA PER OCCUPANT: 500 SF GROSS TOTAL OCCUPANTS LOAD = 98 STALLS NEEDED: 1 PER 100 OCCUPANT PROVIDED 2 UNISEX BATHROOMS REVISIONS • . No changes shall be made to the scope of work without prior approval of Tukwila Building Division, NOTE: Revisions will require a new plan submittal and may include additional plan review fees. GENERAL G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES A.0.1 PLAN VIEW / ELEVATION VIEWS A,1,1 DETAILS MANAGEMENT NOTES 1, THE DRAWINGS AND SPECIFICATIONS PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL COORDINATE THE WORK OF EACH CONSULTING ENGINEER WITH THESE DRAWINGS AND THE TENANT IMPROVEMENT SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR THE TENANT IMPROVEMENT SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER, TENANT OR THE ARCHITECT. 2. DIMENSIONS A, ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDFONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED, ARCHITECT TO VERIFY LAYOUT PRIOR TO CONSTRUCTION. B. LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH THE EXISTING STRUCTURE OR ON THE CENTERLINE OF A WINDOW MUWON AS SHOWN. 3, COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 4, FIRE PROTECTION IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATION OF FIRE RATED ELEMENTS AS REQUIRED BY THE GOVERNING AUTHORITY, 5, GENERAL CONSTRUCTION A. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING COND[ONS PRIOR TO DRIWNG OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK, B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEIUNG MOUNTED ITEMS. C, ALL CONSTRUCTION SHALL BE STABIUZE3 AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE IBC `14 THE LOCAL JURISDICTION, D. MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT, 8, MECHANICAL NOTES A, THE HVAC SYSTEM SHALL COMPLY WITH ALL- APPLJCABLE CODES. B. THE CONTRACTOR SHALL VERIFY SIZES - AND LOCATIONS OF ALL OPENINGS FOR, MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AS WELL AS .SHOP DRAWINGS; BEFORE PROCEEDING WITH THE C. THE CONTRACTOR SHALL PROVIDE BALANCING AND REPORTS BY INDEPENDENT BALANCING CONTRACTOR, EXIT IT EXISTING 2 HOUR SEPARATION ' FILE COPY Permit No. BlIC � of Tukwla LDING ENVISION F1 Rlar review apprOva) is subtle to errors and omissions. Approval of constndction documents does not authorize the violation of any :... opted code or ordinance. Receipt 0 8PProved ad, , .f and condtions is acknowledged: By Data M (°!'.C-e5? CiO 0 ECEIVED CT 3H OF TUKWILA A'R 2 9 2005 P ..RMIT CENTER CONSULTANTS Tenant: tRESTROOM ICE BUILDING 1 311 S. 120TH PLACE S TTLE, WA. 98168 KARA M. ANDERSON STATE OF WASHINGTON ARCHITECTURE REGISTERED ARCHITECT REVISIONS ISSUE DATE PERMIT DRAWINGS 11/16/07 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. DRAWING TITLE: COVED SI- -IEET PROJECT INFORMATION PERMIT DATE: II/16/07 PROGRESS DATE: FILE: PLOT: , , PROJECT NUMBER: c , .a r, DRAWN BY: °�: . . T "� LI VANN CHECKEDICB`F= 4 8A4DR:4`S5KIC APPROVED BY: KARA ANDERSON DRAWING NUMBER: PROJECT NOTES DMSION I -- GENERAL CONDMONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) COPIES FOR APPROVAL, 6, MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 7, WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE. EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 8. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES, FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 11. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. ilIVISION II - SfE WORK • 02050 - DEMOLITION 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION • AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED G:ABELING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6, CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION 1/I -- ARCHITECTURAL CARPENTRY ANQ CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 -- FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2, PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED, 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A,W,I, ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION, 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT.," THICK. 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS. 4, PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, PIONITE, AND FORMICA. LAMINATE TO BE GENERAL - PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. 6, SHELF EDGING TO BE VINYL, DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW, 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL • HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3, ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5, ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET A.D.A. REQUIREMENTS. 6, ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7, PROVIDE CLOSERS PER HARDWARE SCHEDULE. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2, THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS, 2, "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON, 4, WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING; PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID, 6, FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS, PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7, CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK, FIRE RATE AS REQUIRED, 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES, 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4, PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. • 5, ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER, 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -O ", ANCHOR AS REQUIRED. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER- REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3, BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4, PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED. 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS, 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO • (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES_ 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS, LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES, 5, UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES: 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON, DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT. 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT, 2. ALL INTERIOR RELITES TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS, 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DMSION XV -• MECHANICAL. 15400 - PLUMBING 1, PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC, REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC, 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICAN . WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS. 5. ALL NEW WATER HEATERS ARE 0 BE INSTALLED WITH DRIP PAN. 6,ALL PLUMBING FIXTURES TO ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. . 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, UON. 6, DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO . ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT. ' 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A, DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS, 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. . 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. DIVISION XVI - ELECTRICAL . 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1, REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. 2, PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER, AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN, EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT, 4. ALL OUTLETS AND ,MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, UON. 5, WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED UON. . 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVERPLATES SHALL BE BUILDING STANDARD FINISH, UON. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9, COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS, CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER . SUPPLIED FURNITURE SYSTEMS' TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX, LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN.. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES, 14, ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15, DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ' ELECTRICAL, AND COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-- TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED, 17, LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION, 18: ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. . 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR-VIA EACH DISCIPLINE. � Z® 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND , RELATIONSHIP OF DEVICES, C . O D d ,01$ COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERI ELEVATIONS, FINISHES & CASEWORK, 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AN CASEWORK. 23. CONTRACTOR ' PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F,F, TO MEET THE LATEST HANDICAPPED CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON, 3. ' DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, VON. 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN. LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. . 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING- HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF ' LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. • o kt0 s 3 .01A ReCENED C OF Ilk APR 2008 �E 1,Ma CENTER CONSULTANTS REVISIONS FILE: ARCHITECTURE Tenant RESTROOM IGE BUILDING 1 3411 S. 120TH PLACE SEATTLE, WA. 98168 PROGRESS DATE: PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: REGISTERED ARCHITECT KARA M. ANDERSON STATE OF WASHINGTON PERMIT DRAWINGS 11/16/07 ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation, DRAWING TITLE: 1FROJECT NOTE PERMIT DATE: 11/16/07 STAG" SOUYANN7' 5,4NDRA 5U5KIC KARA ANDEFSON FLOOR PLAN NOTES: 10' -2" ( ---,-,ENLARGED ST TOILET 1 EXISTING 21-IR FIRE RATED WALL AREA SEPARATION WALL s" PLUMBING WALL / A.1.D 10 N A.1.0 FD® B 10' -2" 1/4" = 1' -0" 1. FAUCET: KOHLER, (ADA COMPLIANT) OR APPROVED EQUAL 2. TOILET KOHLER (ADA COMPLIANT) K 4450 - C STRATTTON WATER - GUARD, WALL HUNG BOWL WITH TOP SPUD IN WHITE. TOILET SEAT - KOHLER K - 4670 LUSTRA TOILET SEAT, OR APPROVED EQUAL 3. PAPER TOWEL / WASTE - BOBRICK CONTURA SURFACE MOUNTED - PROVIDED BY SABEY- PROVIDE FOR INSTALLATION AND BACKING 4. SANITARY NAPKIN / TAMPON BOBRICK CONTURA OR APPROVED EQUAL 5. TOILET PAPER - BOBRICK CONTURA, PROVIDED BY 5ABEY- PROVIDE FOR INSTALLATION AND BACKING 6. SEAT COVER DISP. BOBRICK CONTURA OR APPROVED EQUAL 7. MIRROR: BOBRICK B -165 3636 SERIES CHANNEL - FRAMED MIRROR APPROVED EQUAL. S. 50AP - BOBRICK CONTURA B - 4112 5URFACE MOUNTED, PROVIDED BY SABEY- PROVIDE FOR INSTALLATION AND BACKING a SINK KOHLER ADA COMPLIANT - WALL HANG, OR APPROVED EQUAL 10. NEW BUILDING STANDARD RECESSED FLUORESCENT CAN LIGHT FIXTURE, PROVIDE ALTERNATE FOR 12 "X43" TS.PKOVIDE WALL SWITCH AND MOTION SENSOR. 11. FAINT - ALL NEW WALLS, CLG. DOORS AND FRAMES 12. TOILET PARTITION SYSTEM - FLOOR. MOUNTED, BY HADRIAN, COLOR #603 ALMOND (OR. EQUAL) 13. PROVIDE RESTROOM SIGNAGE PER ADA 14. PROVIDE ONE OUTLET PER RESTROOM, GFI 15. TRAP COVER - WHITE 16. MECHANICAL CONTRACTOR TO COORDINATE. INSTALLATION OF ROOM EXHAUST, HEATING,(ELECTRICAL WALL HEATER) VENTILATION AND LIFE SAFETY 17. NOT USED 18. NEW HM DOOR AND FRAME 3'x5' (1) PROVIDE CLOSER, (1) D - FULL, (1) PUSH PLATE 19. SHEET VINYL FLOOR & BASE 20. PROVIDE PLUMBING ROUGH IN FOR FUTURE TOILET. TP tr -- PAINT ---A 39" - 41" V 12" X az" / 3' -8" TOILET ELEVATION NORTH 9FLOOR PLAN ' FRP OR C.T. f 1/4" = 1' -0" 1 /32" = 1' -0" MIRROR SINK � - FRP OR C.T:-- , TOILET ELEVATION WEST —� • A.1.1 • GRAB BAR TOILET 36" MIN. 12" 1' -6" NEW DEMISING WALL 1/4" = 1' -0" PAPER TOWEL DISPENCE c -- PAINT --� TOILET ELEVATION SOUTH OPTION 1: • 6" studs : 6005162 -54 (50ksi) studs spaced at 12" OG for the wall Studs supported by bottom track sitting on slab on grade. Studs supported @ top by header spanning between the existing HSSSx &x1 /4 columns at the,top. • Header 000T200 -68 (50ksi) and a 6005250 -68 (50ksi) nested together. OPTION 2: • S" studs 8005200 -43 (50ksi) studs in conjunction with a nester header of &00T200 -54 (50ksi) and a 8005250 -54 (50ksi). • FRP OR C.T. SOAP DISPENCEP, ■1 M — RVIEWED F ORS APP R P COOS°° oVID D68 -233 1/4" = 1' -0" RECEIVED env OF TUKWILA t APR 2 9 211111 PERM! GE,N I BEY CONSULTANTS ARCHITECTURE REVISIONS A.0.1. a NEW DEMISING WALL FLOOR TO CEILING I- IT -24' X 166'-8." W/ 2- LAYERS 1/2" PLYWOOD TO 12' HIGH AFF, EACH SIDE • 5/8" GWB FROM 12' AFF TO DECK, EACH SIDE NOTCH AROUND EXISTING PIPING 4 CONDUIT ISSUE DATE PERMIT DRAWINGS 11/16/07 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation, Tenant: RESTROOM IGE BUILDING 1 3411 S. 120TH PLACE • SEATTLE, WA. 98168 KARA M. ANDERSON STATE OF WASHINGTON REGISTERED ARCHITECT DRAWING TITLE: PERMIT DATE: I0 /0a'07 PROGRESS DATE: . FILE: PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NOTE5 STAC 50UVANNY SANDRA 5U5KIC KARA ANDER5ON • DRAWING NUMBER: LiD cD a M 0 o LJ M 170 1 CLOCK 1 15/16" OUTLET 1 NOTES: 1, TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. ( TYPICAL E MIL. STUD ANCHOR BRACKET 1/2" DOOR LEAF 1 1 15/16" HOLLOW METAL FRAME - DOOR HEAD ¢ 4 U CO M CC 0 0 0 0 HORIZONTALLY MOUNTED OUTLETS CC U So w w CC U b ih EQ. PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS @ END OF PARTmONS. 348 PAN HEAD SHT, MTL. SCREWS 6 "x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS, ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. PARTITION -TYPE VARIES Ne Q EQ. C COUNTER OR CREDENZA WALL TELEPHONE ELECTRIC DOOR OPENER FIRE ALARM PULL COUNTER OR OR INTERCOM OR LOCK CONTROL STATION CREDENZA TYPICAL OUTLET MOUNTING HEIGHTS NTS NTS NTS 4" d Q 0 OUTLET GROUPING 4" NOTE 3 STUDS MIN. COORDINATE ANCHOR BRACKET LOCATIONS W CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF, MOUNTING INSTRUCTIONS TYPICAL ANCHOR BRACKET FRAMING HOLLOW METAL FRAME - DOOR JAMB STROBE/ HORN ALTERNATE •1: PREFERRED LOCATION TO BE CEILING MOUNTED ALTERNATE •2 . WALL MOUNTED STROBE LOCATED ADJACENT TO DOOR FRAME ALTERNATE *3 SAME AS THERMOSTAT BELOW LOCATE AT CORNERS OR CENTER OF WALLS/ COLUMNS THERMOSTAT IQA ALTERNATE •1 TYPICAL AS SHOWN ALTERNATE •2 LOCATE IP CORNER ©ALTERNATE *3 COLUMN OR WALL 'zzzzlzzz' EQ J, EQ 1 STROBE/ THERMOSTAT co \ \ NOTE: MOUNTING HEIGHTS SHOWN ON THIS DETAIL ARE TYPICAL ONLY, UON. FIRE ALARM DEVICES SINGLE SWITCH DIMMER SWITCH OR GANGED 11 WALL SWITCH BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR EQ. PARTITION -TYPE VARIES EXIT /. DOOR EXIT SIGN EQ. NTS NTS STRIKE SIDE OF DOOR FRAME Tr CAP TRIM C.T. OR FRP FLASH COVED RESILIENT FLOORING VINYL FILLET STRIP / SUBSTRATE FLASH COVED RESILIENT FLOORING EQ. DOOR FRAME ■ EQ. STRIKE SIDE DOOR DOOR COAT HOOK HINGE SIDE —J 0- CC 0 0 0 L... 0 tr' Cb a C.7 W .J a w 0 cJ w J CL CL CL 0 o• w 0 J FIRE EXTINGUISHER DOOR HARDWARE NOTE: MOUNTING HEIGHTS SHOWN ON THIS DETAIL ARE TYPICAL ONLY, UON. TYP DEVICE MOUNTING HTS FINISHED CEILING EXIT SIGN ALTERNATE *1 PREFERRED LOCATION TO BE CEILING MOUNTED aB ALTERNATE *2 WALL MOUNTED 6" BELOW CEILING — FINISHED FLOOR MOUNTING HEIGHTS GIVEN HERE ARE TYPICAL UNLESS OTHERWISE NOTED. ELEVATIONS GIVEN ARE ABOVE FINISH FLOOR, v v v FINISHED CEILING FINISHED FLOOR v o-0 NTS NTS NOM 19/32" THICK CDX PLYWOOD CONFORMING TO PS- -1 -83, FACE GRAIN TO BE PERPENDICULAR TO JOISTS W/ JOISTS STAGGERED, LONG EDGES T &G (SYSTEM #1) FLAT BLKG 0 PLYWOOD EDGES W/ #10 @ 6" O.C. EA EDGE NO. 10 ®6 "O.C. CONTINUOUS 18 GA RIM JOIST W/ NO. 8 TO ADJ TRACK @ 6" O.C. TRACK WITH (2) N0. 8 THRU T &B TRACKS @ EA STUD. 800 -5- 162 -68 @ 16" O.C. CONTINUOUS TOP TRACK (TYP) 18 GA W/ (2) N0. 8 EA STUD' & NO. 8 0 6 "O.C. TO ADJ. TRACK A TYPE WALL FULL BLOCKING GWB EDGES 362 5162-43 STUDS 0 16 O.C. 15/32" STRUCTURAL CONTINUOUS 18 GA. TRACK WITH POWERS -RAWL- ZAMAC D.25 "% NAIL -IN FASTNERS @ 2' -0" O,C, (EMBED 1 -1/2") SEALANT Y 0 0 C 0 v M • 0 CC CO CC R -13 INSULATION TYP, 0 cW STRUCTURAL WALL DETAIL w CC I— X Li- .Lt w x L.1 w CO CO v) Lai CO I- ' 2 i w ce w J C0 w ' 8:PLUMBIP 0 1- w G WALL MOUNTING HEIGHTS FOR TOILET ACCESSORIES AND PLUMBING FIXTURES LF NTS bas z3 EXISTING 2 HR WALL 9' -0" A.F.F. EXISTING CONCRETE ' SLAB • 0' -0" NTS FOR otoO COD wN RECEIVED cn•v OFTUKW1LA .APR 2 9 zoo PERek11T Et'4 3 CONSULTANTS ARCHITECTURE KARA M. ANDERSON STATE OF WASHINGTON REGISTERED ARCHITECT REVISIONS ISSUE DATE PERMIT DRAWINGS 11/16/07 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. Tenant: RESTROOM IGE BUILDING 1 3411 S. 120TH PLACE SEATTLE, WA. 98168 DRAWING TITLE: PERMIT DATE: II/16/07 PROGRESS DATE: . FILE: PLOT: PROJECT NUMBER: DRAWN BY: ' 5T,4CY 5OUV,4NNY CHECKED BY: SANDRA SUSKIC APPROVED BY: K,4R,4 ANDFRSON DRAWING NUMBER: DETAILS t =.07" SEC. A-A BRACING DETAIL FRONT VIEW / / / / / / / / / SIDE VIEW 1/4"0 SAFETY LOCK (1000 # CAPACITY) 3 PIN CONNECTION 7/16"0 RIVET ASTM A576 -90B t= 3/16" BASE PLATE DETAIL (2) -1/2 "0 ANCHOR BOLTS PER BASE PLATE 3 1/2" EMB., (SEE NOTE NO. 4) RACK LAYOUT GENERAL CONFIGURATION RAGE RACK DETAILS JOB NO. RD -13257 SHEET NO. 1 OF 1 OD op IL JL 1 96" r. 48" 1 E7 NOTES: 1— DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2006 EDITION 2 —STEEL FOR ALL SHAPES FY =55 KSI. ASTM A607 -85 GR.55 (EXCEPT AS NOTED) 3 —ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR (E70XX ELECTRODES) 4—ALL ANCHORS SIMPSON WEDGE TYPE (ESR -1771) OR APPROVED EQUAL 5— CONCRETE SLAB 5" THICK 2500 PSI. SOIL DEARING CAPACITY 1000 PSF 6-- STORAGE RACK CAPACITY 3000 #/ LEVEL 7 —ALL RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 3000 #/ LEVEL 8— STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10' —O" OF HEIGHT EXPIRES 12- •26 -09 A REV. RECEIVED CITY OF "L1.1KWILA APR 29 2008 DATE RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, DA. 91204 SCALE: NONE DATE: 4 -22 -08 PROJECT: REVIEWED FOR CODE COMPLIANCE APPROVED JUN -6 2008 City Of Tukwila BUILDING DIVISION DO8#233 REVISION SABEY CORPORATION 3411 SOUTH 120th PLACE, SEATTLE, WA. 98168 DRAWN BY: _A-CA