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HomeMy WebLinkAboutPermit PG16-0093 - 14570 INTERURBAN BUILDING - GAS PIPING FOR ROOFTOP UNITSINTERURBAN OFFICE BUILDING 14570 INTERURBAN AVE S PG16-0093 City of Tukwila Department of Community Development + 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT Parcel No: 3365901630 Permit Number: PG16-0093 Address: 14570 INTERURBAN AVE S Issue Date: 8/3/2016 Permit Expires On: 1/30/2017 Project Name: INTERURBAN OFFICE BUILDING Owner: Name: SANFT LOUIE Address: 6120 52ND AVE S, SEATTLE, WA, Address: , , , DESCRIPTION OF WORK: Phone: (425) 754-8759 Phone: (425) 303-0828 Expiration Date: 10/1/2017 GAS PIPING FOR ROOF -TOP UNITS PER PLANS Valuation of Work: $800.00 Fees Collected: $126.76 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signatu 98118 Contact Person: Name: BILL ALSEPT Address: 3903 SMITH AVE, EVERETT, WA, 98201 Contractor: Name: WILLIAMS MECHANICAL INC Address: 3903 SMITH AVE, EVERETT, WA, 98201 License No: WILLIM1088PA Lender: Name: Address: , , , DESCRIPTION OF WORK: Phone: (425) 754-8759 Phone: (425) 303-0828 Expiration Date: 10/1/2017 GAS PIPING FOR ROOF -TOP UNITS PER PLANS Valuation of Work: $800.00 Fees Collected: $126.76 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signatu I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agreeto theconditionsattached to this permit. Signature: / C/ Date: _37 Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 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. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 9002 ROUGH -IN GAS PIPING CITY OF TUKWi Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.TukwilaWA.�,ov SITE L6CATION Plumbing/ -as Vermit No: , Projeallo: _ Date Application Accepted: Date Application Expires: It J"7 1, PLUMBING / GAS PIPING PERMIT APPLICATION 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" King Co Assessor's Tax No.: /— Site Address: % '/ 70 A,1TXW,9L-7 %%/�S . s Suite Number: (f or: Tenant Name: New Tenant: [.... lYes ❑.. No PROPERTY. OWNER Name: Address: City: State: Zip: CONTACT'PERSON -_person receiving alproiect com'iriumcation - Name: Address: City: State: Zip: Phone:/,,2 Fax: Email: ax: PLUMBING CONTRACTOR INFORMATION Company Name: Address: 0 t City: � � State: W Z' WA201 Phone: r ax: Contr Reg No.: by/,l[ I lD qq Exp Date: P Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 7� Scope of Work (please provide detailed information): 61-7;7 7u f U,C-., z T_z /I� OA � Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: H:Wpplications\Forms-Applications On Line\201 I Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Sewer: 12J,' 7 � Page 1 of 2 Indicate type of plumbing fixtures and/c s piping outlets being installed and the quanti,, ;low: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific as Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International 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 OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: H:Wpplications\Forms-Applications On Line\2011 Applicatioas\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Date: 1 i Day Telephone: �2�? — �ll City State Zip Page 2 of 2 DESCRIPTIONS • QUANTITY PermitTRAK $199.53 EL16-0640 Address: 14570 INTERURBAN AVE S Apn: 3365901630 $72.77 ELECTRICAL $69.30 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $69.30 TECHNOLOGY FEE $3.47 TECHNOLOGY FEE R000.322.900.04.00 0.00 $3.47 PG16-0093 Address: 14570 INTERURBAN AVE S Apn: 3365901630 $126.76 GAS $121.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $65.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $24.38 TECHNOLOGY FEE $4.88 TECHNOLOGY FEE TOTAL RECEIPT: ... R000.322.900.04.00 0.00 $4.88 .. .53 Date Paid: Monday, July 11, 2016 Paid By: WILLIAM ALSEPT Pay Method: CREDIT CARD 04318D Printed: Monday, July 11, 2016 1:49 PM 1 of 1 IFsrsrenns INSPECTION RECORD -F Retain a copy with permit V f \Izr INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r Ty e of Inspection: I P i✓AL Address: Igoe LA"(Ma4w 14W 5 Date Called: Special Instructions: Date Wante : a.m. "IleZ 7� P.m. Request r: Phone No: DApproved per applicable codes. M Corrections required prior to approval. i] LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permitl� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Aldress: Ty a of Inspection: // 41's 70 S Date Called: Special Instructions: Date Wante : a.m. i �' Request : Phone No: Approved per applicable codes. L, Corrections required prior to approval. InspectorDate: : REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Fg- Retain a copy with permit03 INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Approved per applicable codes. 11 Corrections required prior to approval. Inspector: Date: l!. LOI REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director July 14, 2016 BILL ALSEPT 3903 SMITH AVE EVERETT, WA 98201 RE: Correction Letter # I PLUMBING/GAS PIPING Permit Application Number PG16-0093 INTERURBAN OFFICE BUILDING - 14570 INTERURBAN AVE S - SUITE 200 Dear BILL ALSEPT, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) 1) Provide building footprint showing the location of the new RTU and gas meter. Show length of pipes, sizes, and provide the btu ratings for the units. Provide calculations to show gas pipe is sized accordingly for demand of the units(s) with size of gas pipe. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, , Bill Rambo Permit Technician File No. PG 16-0093 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0093 DATE: 07/27/16 PROJECT NAME: VACANT SPACE SITE ADDRESS: 14570 INTERURBAN AVE S, STE 200 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: tling Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 07/28/16 Structural Review Required ❑ DATE: DUE DATE: 08/25/16 Approved with Conditions N— Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0093 DATE: 07/11/16 PROJECT NAME: INTERURBAN OFFICE BUILDING SITE ADDRESS: 14570 INTERURBAN AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A,-3- Covv Z -�-1144 Building Division a Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 07/12/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/09/16 Approved ❑ Approved with Conditions ❑ Corrections Required 1�4— Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ] u t CORRECTION LETTER MAILED:�" ` l Departments issued corrections: Bldg— Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 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: httn:/hvww.ci.trrinvila.iia.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7` Z' — /u Plan Check/Permit Number: PG 16-0093 ❑ Response to Incomplete Letter # ® Response to Correction Letter #1 RECEIVED CITY OF TUKWILA ❑ Revision # after Permit is Issued JUL 2 6 2016 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: Vacant Space Project Address: 14570 Interurban Ave S —Suite 200 Contact Person: >« /�ls�;d°l' Phone Number: Z� 7�- / Summary of Revision: Y- Sheet Number(s): ""- a� "Cloud" or highlight all areas of revision including (late of reiissioon� Received at the City of Tukwila Permit Center b�i y: —Wql//l ❑ Entered in TRAKiT on I V \app ications\forms-applications on lineNrevision submittal Created: 8-13-2004 Revised: v WILLIAMS MECHANICAL INC Hoine Espanol Contact Safety & Health Claims & Insurance CWashington State Deparment of Labor & Industries WILLIAMS MECHANICAL INC Owner or tradesperson 3903 SMITH AVE GENERAL EVERETT, WA 98201-4549 Principals 425-303-0828 WILLIAMS, BRADLEY PATRICK, PRESIDENT SNOHOMISH County WILLIAMS, DEBORAH KAY, SECRETARY 09/30/2015 WILLIAMS, DEBORAH KAY, TREASURER Expiration date WILLIAMS, DEBORAH KAY, AGENT 09/30/2017 ZUCCARINI, MICHAEL J, AGENT $12,000.00 (End: 01/01/1980) Doing business as WILLIAMS MECHANICAL INC WA UBI No. Business type 601 413 863 Corporation License Page 1 of 2 Search L&I—�—� A-7, Index Help My LCI Workplace Rights Trades & Licensing Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................... Meets current requirements. License specialties $1,000,000.00 GENERAL License no. WILLIMI088PA Effective date Effective — expiration 09/30/2015 10/01/1992-10/01/2017 Expiration date Bond 09/30/2017 Merchants Bonding Co (Mutual) $12,000.00 Bond account no. WA33987 Received by L&I Effective date 09/23/2014 10/01/2014 Expiration date Until Canceled Bond history Insurance Allied Property & Cas Ins Co $1,000,000.00 Policy no. ACP3007325217 Received by L&I Effective date 07/26/2016 09/30/2015 Expiration date 09/30/2017 Insurance history Savings ................... https:Hsecure,Ini,wa,gov/verify/Detail.aspx?UBI=601413863&LIC=WILLIMI088PA&SAW= 8/3/2016 GENERAL NOTES 1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL. COORDINATE WITH ARCHITECT. 2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF THE WORK. 3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF THE GOVERNING AUTHORITIES AND OWNERS. 4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, WATER OR ATMOSPHERE. 5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR APPROVAL. 6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE (UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT CONTRACTOR'S EXPENSE. 7. DIMENSIONS ARE TO: - FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF MULLION UNLESS NOTED OTHERWISE. - DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE. - DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO. - ALL MASONRY DIMENSIONS ARE NOMINAL. 8. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE OR DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK AND/OR SUPPLIED ITEMS THAT ARE "FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR" OR "NOT IN CONTRACT" (NIC), BUT ARE ATTACHED TO CONTRACTOR'S WORK. 10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE. 11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO. 12. MINIMUM ROOF SLOPE SHALL BE 1/4"=1'-0". _ 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS AND WITH THE NOTIFICATION OF THE ARCHITECT OF ANY DISCREPENCIES WITHIN THE DOCUMENTS AND THE SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY AND ALL REVISIONS TO THE DRAWINGS. 14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D. 15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION. 16. PROVIDE ONE 2A-10BC FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL DISTANCE, AS REQUIRED BY FIRE MARSHALL. 17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM SHALL BE SUPPLIED BY A SEPARATE SOURCE OF POWER AND HAVE AN EMERGENCY BACK UP SYSTEM. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR LEVEL. IBC SECTION 1006.3. 18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. 20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C. 21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. AC ACCOUSTIC ADD ADDENDUM ADD'N ADDITION ABC AGGREGATE BASE PG COURSE AGG AGGREGATE A/C AIR CONDITIONING AL ALUMINIUM ALT ALTERNATE AB ANCHOR BOLT ABV ABOVE & AND ARCH ARCHITECT ASP ASPHALT BSMT BASEMENT BM BEAM BEL BELOW B.M. BENCHMARK BLKG BLOCKING BD BOARD BO BOTTOM OF BLDG BUILDING CABT CABINET C.I.P. CAST IN PLACE C.B. CATCH BASIN CLG CEILING CEM CEMENT CG CENTIGRAM CL CENTER LINE CER CERAMIC C.T. CERAMIC TILE CHAN. CHANNEL CLR CLEAR C.O. CLEAN OUT CLOS CLOSET COL COLUMN CONIC CONCRETE CONN CONNECTION CONST CONSTRUCTION CJ. CONTROL JOINT _ CONSTRUCTION JOINT CONT CONTINUOUS CONTR CONTRACTOR COR'G CORRUGATED CTR COUNTER CTSK COUNTERSINK CMU CONCRETE T.S. MASONRY UNIT CMS CORRUGATED METAL SIDING D.A. DAMP PROOFING DIAG DIAGONAL DIAM DIAMETER DIM DIMENSION DISP DISPENSER DWL DOWEL ON DOWN D. S. DOWNSPOUT DWG DRAWING EA EACH EL ELECTRIC EDF ELECTRIC DRINKING o FOUNTAIN ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EXH EXHAUST EXP EXPANSION EJ EXPANSION JOINT G EXIST EXISTING U 4 FT FEET FIN FINISH FIXT FIXTURE FL FLASHING FLR FLOOR F.D. FLOOR DRAIN FLUOR FLUORESCENT FTG FOOTING FND FOUNDATION FR FRAME FHC FIRE HOSE CABINET FV FIELD VERIFY GA GAUGE GI GALVANIZED IRON GL GLASS GD GRADE GYP GYPSUM GWB GYPSUM WALL BOARD GRND GROUND HR HANDRAIL HDN HARDENER HDW HARDWARE HDWD HARDWOOD HTR HEATER HT HEIGHT HP HIGH POINT H.M. HOLLOW METAL HORIZ HORIZONTAL HB HOSE BIB HW HOT WATER IN INCH ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR INV INVERT JAN JANITOR JT JOINT JST JOIST KP KICK PLATE LAM LAMINATED LDG LANDING LAV LAVATORY LG LENGTH LOC LOCATION LT LIGHT LWC LIGHT WEIGHT CONCRETE LVR LOUVER LOC LOCATION MO MASONRY OPENING MATL MATERIAL MFR MANUFACTURER MAX MAXIMUM MCJ MAS CNTRL JNT MECH MECHANICAL MET METAL MTL METAL ML METAL LATH MID MIDWAY / MIDDLE MIN MINIMUM MLDG MOULDING MULL MULLION NG NATURAL GRADE NOM NOMINAL N.I.C. NOT IN CONTRACT 0/ OVER OBS OBSERVE OC ON CENTER OPG OPENING OA OVERALL OD OUTSIDE DIAMETER OFS OVERFLOW V SCUPPER OFD OVERFLOW DRAIN PARA PARAPET PTD PAINTED PG PAGE PR PAIR PNL PANEL PTN PARTITION d PENNY PL PLATE PLBG PLUMBING PLYWD PLYWOOD PT POINT PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PC PRECAST PL PROPERTY LINE R RADIUS REG REGISTER REQ'D REQUIRED REV REVISION RD ROOF DRAIN RFG ROOFING RM ROOM RGH ROUGH RD ROUND SCR SCREW SECT SECTION SEL SELECT SHT SHEET SDG SIDING SIM SIMILAR SLDG SLIDING SM SMOOTH SPEC SPECIFICATION SPL SPLASH SQ SQUARE STD STANDARD SS STAINLESS STEEL STRUC STRUCTURE SUSP SUSPENDED SWBD SWITCHBOARD TC TOP OF CURB TG TEMPERED GLASS T.O. TOP OF T.S. TUBE STEEL TSD TOP OF STEEL DECK TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE U.N.P. UNDER SEPARATE PERMIT V VENT VERT VERTICAL VEST VESTIBULE VCT VINYL COMPOSITION 500 TILE WWM WELDED WIRE MESH WC WATER CLOSET WH WATER HEATER WF WIDE FLANGE W/ WITH W/O WITHOUT 22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN DWGS. W/ R VALUES PER ENERGY CALCULATIONS. 23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER SITE DEVELOPMENT PERMIT. 24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY_ THE COPYRIGHT TO THIS DRAWING BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE FROM THE ARCHITECT PRIOR TO ACTING. 25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED. IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC. THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT. FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR TO BUILDING FIRE FINAL. FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND THE MAIN EXIT. PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 1OBC TYPE IS/ARE REQUIRED. PLEASE MOUNT THE EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE EXTINGUISHER(S) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75 FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET). FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT. EXISTING BUILDING- NO CHANGES TO BUILDING ENVELOPE. GRID LINE0___ DRAWING TITLE EXTERIOR ELEVATION KEY DETAIL REFERENCE WALL SECTION DOOR NUMBER WALL TYPE l rk, 71111INT11rco"I SCALE X SHEET # INTERIOR X X. X ELEVATION KEY X ENLARGED PLAN X AX.X BUILDING X X SECTION A4.0 A4.0 WINDOW TYPE OH FINISH TAG e�_� N.T.S. Building Identifier: Applicable Code: Site Area: Zoning: Occupancy Groups: Mixed Use Class Construction: Height Number of Stories Wind Exposure / Seismic Zone FILN %1� i C IBC 2012 Edition 3.3 ACRES C/LI B Non Separated Uses Type VB SPRINKLERED 32 ft +/- (highest point) Two N/A, Existing Structure 1].. ...� 0...1.J:...o I IEnc/Guile 041nnirAri Office 946 100 1 10 Storage 893 300 3 Total Mezzanine 1,839 13 1 1 TOTAL 7,062 34 . ........... N 1/4, N.E. 1/4, SEC. 23, T.23N, R.4E KING COUNTY TAX ID #3365901605, 3365901630, 3365901570 P -T r PE-'1,1111IT E- Qll1i^E-D FOR: RrMechanical 2rE;e-,iricaI Numbing Q Gas Piping City of Tukwila 3U!l,l T' ' DIVISION REVISIONS -' No chances shall be made to the scope Of IV&(%vithout prior approval of T ukl ila Building Division. NO r,cvisiois 17iii require a nevi plan submittal and may in ,ud3 ad -d" Tonal plan revi .j fees. M-7 7,sr IF Owner: A & B Properties Structural Engineer: Coughlin Porter Lundeen 6102 52ND AVE S 801 2nd Ave Suite 900 Seattle, WA - 98118 Seattle, WA 98104 206 343 0460 contact: Louie Sanft contact: Eric Lentz Lou_;e.sanret Fr cLrwcclinc.com Architect: Fuller/Sears Architects MEP Engineer: TBD 1411 Fourth Avenuem, Suite 1306 Seattle, WA 98101 206 682 6170 contact: Vahid Khastou VK,has cu ?i ;!ers' z's.ccm General Contractor: Universal Building Systems 27565 265th CT SE Ravensdale, WA 98051 425 633 0119 contact: Ken Loemz 1,.n.larenz(-a-)uniti.-rsalbL.i!dingsystems'Ic.ccm Permit t�, •�► P!f-7I9 review �spproval is subject to errors and oml3si©ns. Arppoval of construction documents does not aul-h0llZe the vioialiun '; -Ifiy tdoplo i 4odo 0rordinance. Receipt of approve. F cold Copy and wnditions is acknowledged: 4 By: Date: 4�37 City of TOkwila BUILDING DIVISION RECEIV D CITY OF TUKWILA JUL 112016 PERMIT CENTER t REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 2 2016 / �� U� - ! City of 17wkvlila 8UILDII4C= Did{ISIMI y Williams Mechanical 3903 smith Ave Everett, WA 98201 4-1-16 Site Plan Area Occ. Load Factor Occ. Load Exits required Exits Provided Warehouse 4,109 500 9 Office 1,114 100 12 Total 1st floor 5,223 1 21 1 2 Office 946 100 1 10 Storage 893 300 3 Total Mezzanine 1,839 13 1 1 TOTAL 7,062 34 . ........... N 1/4, N.E. 1/4, SEC. 23, T.23N, R.4E KING COUNTY TAX ID #3365901605, 3365901630, 3365901570 P -T r PE-'1,1111IT E- Qll1i^E-D FOR: RrMechanical 2rE;e-,iricaI Numbing Q Gas Piping City of Tukwila 3U!l,l T' ' DIVISION REVISIONS -' No chances shall be made to the scope Of IV&(%vithout prior approval of T ukl ila Building Division. NO r,cvisiois 17iii require a nevi plan submittal and may in ,ud3 ad -d" Tonal plan revi .j fees. M-7 7,sr IF Owner: A & B Properties Structural Engineer: Coughlin Porter Lundeen 6102 52ND AVE S 801 2nd Ave Suite 900 Seattle, WA - 98118 Seattle, WA 98104 206 343 0460 contact: Louie Sanft contact: Eric Lentz Lou_;e.sanret Fr cLrwcclinc.com Architect: Fuller/Sears Architects MEP Engineer: TBD 1411 Fourth Avenuem, Suite 1306 Seattle, WA 98101 206 682 6170 contact: Vahid Khastou VK,has cu ?i ;!ers' z's.ccm General Contractor: Universal Building Systems 27565 265th CT SE Ravensdale, WA 98051 425 633 0119 contact: Ken Loemz 1,.n.larenz(-a-)uniti.-rsalbL.i!dingsystems'Ic.ccm Permit t�, •�► P!f-7I9 review �spproval is subject to errors and oml3si©ns. Arppoval of construction documents does not aul-h0llZe the vioialiun '; -Ifiy tdoplo i 4odo 0rordinance. Receipt of approve. F cold Copy and wnditions is acknowledged: 4 By: Date: 4�37 City of TOkwila BUILDING DIVISION RECEIV D CITY OF TUKWILA JUL 112016 PERMIT CENTER t REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 2 2016 / �� U� - ! City of 17wkvlila 8UILDII4C= Did{ISIMI y Williams Mechanical 3903 smith Ave Everett, WA 98201 4-1-16 Site Plan 1-2s T 1/321) = 1'-0" TCP OF RIVER p 75 \TOGO \ �pFR TRASH/RECYCLE\ t2 \ Li GRFEj \NF oo ENCLOSURE �F.p69�all WA �FRi ` WA 7tR / \ LINE /_ SIDEWALK —/ 0000000:00000000000000: 0 0000000 0 000000* 0000000 0000000 0 0000000 0 0000000 00000000000000000000000 N 00000A00000000000000000 r.I PLAN DETAIL CD 0 ELEVATION a00 000000a00o00000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE ` PER PLAN 6" TO 8" FROM CURB FACE ADA RAMP in TYP= �H 1_ / 1/4"=V-0" INTERURBAN AVENUE TDIIKIOA-rrn DOMES PER PLAN TOOLED JOINTS @ 3/4" )E BAND CJRB & GUTTER CONDITION INHERE OCCURS TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR WAYS SHALL BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTION OF TRAVEL THE FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO RUN CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED BY 3/8" THICK EXPAN. JT. MATERIAL ON ALL SIDES ABUTTING THE SIDEWALK. � ADA CURIS/RAMP w TYP. 1/4"=1'-0" `J BACKGRO (2) COAT 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WI ANSI A117.1-2003 SECTION '-0" CONC. SIDEWALK TRASH/RECYCLE CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ 1'-6" L 1'-6" EQ PARKING CALCULATIONS REQUIRED: ** WAREHOUSE: QI •1 �1 RETAIL: 2,342 SF @ 2.5:1000 = 5.8 STALLS ill 58,737 SF 62.5 TOTAL PROVIDED: �I 22 — LONG 10 x 30 /_ SIDEWALK —/ 0000000:00000000000000: 0 0000000 0 000000* 0000000 0000000 0 0000000 0 0000000 00000000000000000000000 N 00000A00000000000000000 r.I PLAN DETAIL CD 0 ELEVATION a00 000000a00o00000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE ` PER PLAN 6" TO 8" FROM CURB FACE ADA RAMP in TYP= �H 1_ / 1/4"=V-0" INTERURBAN AVENUE TDIIKIOA-rrn DOMES PER PLAN TOOLED JOINTS @ 3/4" )E BAND CJRB & GUTTER CONDITION INHERE OCCURS TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR WAYS SHALL BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTION OF TRAVEL THE FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO RUN CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED BY 3/8" THICK EXPAN. JT. MATERIAL ON ALL SIDES ABUTTING THE SIDEWALK. � ADA CURIS/RAMP w TYP. 1/4"=1'-0" `J BACKGRO (2) COAT 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WI ANSI A117.1-2003 SECTION '-0" CONC. SIDEWALK TRASH/RECYCLE CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ 1'-6" L 1'-6" EQ PARKING CALCULATIONS REQUIRED: ** WAREHOUSE: 56,990 SF @ 1:2000 = 28.5 STALLS OFFICE: 9,405 SF @ 3:1000 = 28.2 STALLS RETAIL: 2,342 SF @ 2.5:1000 = 5.8 STALLS ill 58,737 SF 62.5 TOTAL PROVIDED: �I 22 — LONG 10 x 30 27 — STANDARD (9' X 19') 4 — COMPACT STALLS (8' X 17' ANGLED) 10 — COMPACT STALLS (8' X 16') 63 TOTAL INCL. 4 HC STALLS (4) LOADING DOCKS (20' x 38') ** NOT INCLUDING MECHANICAL ROOMS SITE AREA: 141,868 SF (3.3 ACRES) PICNIC TABLE AI ❑10 TRUNCATED DOMES AT PED CROSSINGS — TYP. 100.7' PROPERTY LINE 200' SETBACK ACCESSIBLE PARKING SIGN "SAFE—HIT" FLEXIBLE POST W/ "SMT" TWIST LOCK BASE. BOLT TO CONCRETE WALKWAY OR ASPHALT SURFACE. 0 i LINE OF PAVING GN WITH END OF LL STRIPING ACC%Mbo. PARKING bo"YOMBORL (-_�_A%'0;%C0ES`S1 NTS NTS 6" 1 6" P Rim REVIEWED FOR CODE COMPLIANCE APPROVED f• AUG 02 2016 City ©fTui.arvila BUILDING DIVISION i RECEIVED CITY OF TUKWILA JUL 112016 PERMIT CENTER I �L— RESERVED PARKING i VAN - 5'-0" ACCESSIBLE `D NV VAN ACCESSIBLE PARKING SIGN, SEE SITE PLAN FOR LOCATION(S) NOTES: Ln 1. ACCESSIBLE PARKING SIGNS SHALL COMPLY WITH ICC/ANSI A117.1-2003. 2. BUILDING MOUNT (AS OCCURS): MOUNT SIGN ON WALL WITH (2) EXPANSION ANCHORS. Williams Mechanical 3903 Smith Ave Everett, WA 98201 Site Plan ill �I ACCESSIBLE PARKING SIGN "SAFE—HIT" FLEXIBLE POST W/ "SMT" TWIST LOCK BASE. BOLT TO CONCRETE WALKWAY OR ASPHALT SURFACE. 0 i LINE OF PAVING GN WITH END OF LL STRIPING ACC%Mbo. PARKING bo"YOMBORL (-_�_A%'0;%C0ES`S1 NTS NTS 6" 1 6" P Rim REVIEWED FOR CODE COMPLIANCE APPROVED f• AUG 02 2016 City ©fTui.arvila BUILDING DIVISION i RECEIVED CITY OF TUKWILA JUL 112016 PERMIT CENTER I �L— RESERVED PARKING i VAN - 5'-0" ACCESSIBLE `D NV VAN ACCESSIBLE PARKING SIGN, SEE SITE PLAN FOR LOCATION(S) NOTES: Ln 1. ACCESSIBLE PARKING SIGNS SHALL COMPLY WITH ICC/ANSI A117.1-2003. 2. BUILDING MOUNT (AS OCCURS): MOUNT SIGN ON WALL WITH (2) EXPANSION ANCHORS. Williams Mechanical 3903 Smith Ave Everett, WA 98201 Site Plan Gas Calculations 1 4 OF O H House Side Gas Pressure = 2psi. J O Total System Capacity = 1,397 MBH. O M 1 IN IM A! 1 (�s I , 111"If (I PT M, ill 1/4"=11-021 JUL 2 6 2016 'ERMIT CENTER Williams Mechanical HVAC Plan Warehouse CORMC7KiN LTR#�._._ J 5 IR CV 00 t0 N x li H Q CO 1771 O to Co H N m Q O 0 H Y w � a Q LLJ OLID H T CV) N \ Q N o T C Z T Williams Mechanical HVAC Plan Warehouse CORMC7KiN LTR#�._._ 5 IR CV 00 t0 N x li C � Q CO 1771 O to Co N Q O Williams Mechanical HVAC Plan Warehouse CORMC7KiN LTR#�._._ GENERAL NOTES 1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL. COORDINATE WITH ARCHITECT. 2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF THE WORK. 3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF THE GOVERNING AUTHORITIES AND OWNERS. 4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, WATER OR ATMOSPHERE. 5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR APPROVAL. 6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE (UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT CONTRACTOR'S EXPENSE. 7. DIMENSIONS ARE TO: - FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF MULLION UNLESS NOTED OTHERWISE. - DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE. - DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO. - ALL MASONRY DIMENSIONS ARE NOMINAL. 8. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE OR DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK AND/OR SUPPLIED ITEMS THAT ARE "FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR" OR "NOT IN CONTRACT" (NIC), BUT ARE ATTACHED TO CONTRACTOR'S WORK. 10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE. 11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO. 12. MINIMUM ROOF SLOPE SHALL BE 1/4"=1'-0". _ 13. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND SPECIFICATIONS AND WITH THE NOTIFICATION OF THE ARCHITECT OF ANY DISCREPENCIES WITHIN THE DOCUMENTS AND THE SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE ANY AND ALL REVISIONS TO THE DRAWINGS. 14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D. 15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION. 16. PROVIDE ONE 2A-10BC FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL DISTANCE, AS REQUIRED BY FIRE MARSHALL. 17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM SHALL BE SUPPLIED BY A SEPARATE SOURCE OF POWER AND HAVE AN EMERGENCY BACK UP SYSTEM. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR LEVEL. IBC SECTION 1006.3. 18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. 20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C. 21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. AC ACCOUSTIC ADD ADDENDUM ADD'N ADDITION ABC AGGREGATE BASE PG COURSE AGG AGGREGATE A/C AIR CONDITIONING AL ALUMINIUM ALT ALTERNATE AB ANCHOR BOLT ABV ABOVE & AND ARCH ARCHITECT ASP ASPHALT BSMT BASEMENT BM BEAM BEL BELOW B.M. BENCHMARK BLKG BLOCKING BD BOARD BO BOTTOM OF BLDG BUILDING CABT CABINET C.I.P. CAST IN PLACE C.B. CATCH BASIN CLG CEILING CEM CEMENT CG CENTIGRAM CL CENTER LINE CER CERAMIC C.T. CERAMIC TILE CHAN. CHANNEL CLR CLEAR C.O. CLEAN OUT CLOS CLOSET COL COLUMN CONIC CONCRETE CONN CONNECTION CONST CONSTRUCTION CJ. CONTROL JOINT _ CONSTRUCTION JOINT CONT CONTINUOUS CONTR CONTRACTOR COR'G CORRUGATED CTR COUNTER CTSK COUNTERSINK CMU CONCRETE T.S. MASONRY UNIT CMS CORRUGATED METAL SIDING D.A. DAMP PROOFING DIAG DIAGONAL DIAM DIAMETER DIM DIMENSION DISP DISPENSER DWL DOWEL ON DOWN D. S. DOWNSPOUT DWG DRAWING EA EACH EL ELECTRIC EDF ELECTRIC DRINKING o FOUNTAIN ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EXH EXHAUST EXP EXPANSION EJ EXPANSION JOINT G EXIST EXISTING U 4 FT FEET FIN FINISH FIXT FIXTURE FL FLASHING FLR FLOOR F.D. FLOOR DRAIN FLUOR FLUORESCENT FTG FOOTING FND FOUNDATION FR FRAME FHC FIRE HOSE CABINET FV FIELD VERIFY GA GAUGE GI GALVANIZED IRON GL GLASS GD GRADE GYP GYPSUM GWB GYPSUM WALL BOARD GRND GROUND HR HANDRAIL HDN HARDENER HDW HARDWARE HDWD HARDWOOD HTR HEATER HT HEIGHT HP HIGH POINT H.M. HOLLOW METAL HORIZ HORIZONTAL HB HOSE BIB HW HOT WATER IN INCH ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR INV INVERT JAN JANITOR JT JOINT JST JOIST KP KICK PLATE LAM LAMINATED LDG LANDING LAV LAVATORY LG LENGTH LOC LOCATION LT LIGHT LWC LIGHT WEIGHT CONCRETE LVR LOUVER LOC LOCATION MO MASONRY OPENING MATL MATERIAL MFR MANUFACTURER MAX MAXIMUM MCJ MAS CNTRL JNT MECH MECHANICAL MET METAL MTL METAL ML METAL LATH MID MIDWAY / MIDDLE MIN MINIMUM MLDG MOULDING MULL MULLION NG NATURAL GRADE NOM NOMINAL N.I.C. NOT IN CONTRACT 0/ OVER OBS OBSERVE OC ON CENTER OPG OPENING OA OVERALL OD OUTSIDE DIAMETER OFS OVERFLOW V SCUPPER OFD OVERFLOW DRAIN PARA PARAPET PTD PAINTED PG PAGE PR PAIR PNL PANEL PTN PARTITION d PENNY PL PLATE PLBG PLUMBING PLYWD PLYWOOD PT POINT PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PC PRECAST PL PROPERTY LINE R RADIUS REG REGISTER REQ'D REQUIRED REV REVISION RD ROOF DRAIN RFG ROOFING RM ROOM RGH ROUGH RD ROUND SCR SCREW SECT SECTION SEL SELECT SHT SHEET SDG SIDING SIM SIMILAR SLDG SLIDING SM SMOOTH SPEC SPECIFICATION SPL SPLASH SQ SQUARE STD STANDARD SS STAINLESS STEEL STRUC STRUCTURE SUSP SUSPENDED SWBD SWITCHBOARD TC TOP OF CURB TG TEMPERED GLASS T.O. TOP OF T.S. TUBE STEEL TSD TOP OF STEEL DECK TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE U.N.P. UNDER SEPARATE PERMIT V VENT VERT VERTICAL VEST VESTIBULE VCT VINYL COMPOSITION 500 TILE WWM WELDED WIRE MESH WC WATER CLOSET WH WATER HEATER WF WIDE FLANGE W/ WITH W/O WITHOUT 22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN DWGS. W/ R VALUES PER ENERGY CALCULATIONS. 23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER SITE DEVELOPMENT PERMIT. 24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY_ THE COPYRIGHT TO THIS DRAWING BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR ANY PURPOSE OTHER THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE FROM THE ARCHITECT PRIOR TO ACTING. 25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED. IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC. THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT. FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR TO BUILDING FIRE FINAL. FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND THE MAIN EXIT. PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 1OBC TYPE IS/ARE REQUIRED. PLEASE MOUNT THE EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE EXTINGUISHER(S) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75 FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET). FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT. EXISTING BUILDING- NO CHANGES TO BUILDING ENVELOPE. GRID LINE0___ DRAWING TITLE EXTERIOR ELEVATION KEY DETAIL REFERENCE WALL SECTION DOOR NUMBER WALL TYPE l rk, 71111INT11rco"I SCALE X SHEET # INTERIOR X X. X ELEVATION KEY X ENLARGED PLAN X AX.X BUILDING X X SECTION A4.0 A4.0 WINDOW TYPE OH FINISH TAG e�_� N.T.S. Building Identifier: Applicable Code: Site Area: Zoning: Occupancy Groups: Mixed Use Class Construction: Height Number of Stories Wind Exposure / Seismic Zone FILN %1� i C IBC 2012 Edition 3.3 ACRES C/LI B Non Separated Uses Type VB SPRINKLERED 32 ft +/- (highest point) Two N/A, Existing Structure 1].. ...� 0...1.J:...o I IEnc/Guile 041nnirAri Office 946 100 1 10 Storage 893 300 3 Total Mezzanine 1,839 13 1 1 TOTAL 7,062 34 . ........... N 1/4, N.E. 1/4, SEC. 23, T.23N, R.4E KING COUNTY TAX ID #3365901605, 3365901630, 3365901570 P -T r PE-'1,1111IT E- Qll1i^E-D FOR: RrMechanical 2rE;e-,iricaI Numbing Q Gas Piping City of Tukwila 3U!l,l T' ' DIVISION REVISIONS -' No chances shall be made to the scope Of IV&(%vithout prior approval of T ukl ila Building Division. NO r,cvisiois 17iii require a nevi plan submittal and may in ,ud3 ad -d" Tonal plan revi .j fees. M-7 7,sr IF Owner: A & B Properties Structural Engineer: Coughlin Porter Lundeen 6102 52ND AVE S 801 2nd Ave Suite 900 Seattle, WA - 98118 Seattle, WA 98104 206 343 0460 contact: Louie Sanft contact: Eric Lentz Lou_;e.sanret Fr cLrwcclinc.com Architect: Fuller/Sears Architects MEP Engineer: TBD 1411 Fourth Avenuem, Suite 1306 Seattle, WA 98101 206 682 6170 contact: Vahid Khastou VK,has cu ?i ;!ers' z's.ccm General Contractor: Universal Building Systems 27565 265th CT SE Ravensdale, WA 98051 425 633 0119 contact: Ken Loemz 1,.n.larenz(-a-)uniti.-rsalbL.i!dingsystems'Ic.ccm Permit t�, •�► P!f-7I9 review �spproval is subject to errors and oml3si©ns. Arppoval of construction documents does not aul-h0llZe the vioialiun '; -Ifiy tdoplo i 4odo 0rordinance. Receipt of approve. F cold Copy and wnditions is acknowledged: 4 By: Date: 4�37 City of TOkwila BUILDING DIVISION RECEIV D CITY OF TUKWILA JUL 112016 PERMIT CENTER t REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 2 2016 / �� U� - ! City of 17wkvlila 8UILDII4C= Did{ISIMI y Williams Mechanical 3903 smith Ave Everett, WA 98201 4-1-16 Site Plan Area Occ. Load Factor Occ. Load Exits required Exits Provided Warehouse 4,109 500 9 Office 1,114 100 12 Total 1st floor 5,223 1 21 1 2 Office 946 100 1 10 Storage 893 300 3 Total Mezzanine 1,839 13 1 1 TOTAL 7,062 34 . ........... N 1/4, N.E. 1/4, SEC. 23, T.23N, R.4E KING COUNTY TAX ID #3365901605, 3365901630, 3365901570 P -T r PE-'1,1111IT E- Qll1i^E-D FOR: RrMechanical 2rE;e-,iricaI Numbing Q Gas Piping City of Tukwila 3U!l,l T' ' DIVISION REVISIONS -' No chances shall be made to the scope Of IV&(%vithout prior approval of T ukl ila Building Division. NO r,cvisiois 17iii require a nevi plan submittal and may in ,ud3 ad -d" Tonal plan revi .j fees. M-7 7,sr IF Owner: A & B Properties Structural Engineer: Coughlin Porter Lundeen 6102 52ND AVE S 801 2nd Ave Suite 900 Seattle, WA - 98118 Seattle, WA 98104 206 343 0460 contact: Louie Sanft contact: Eric Lentz Lou_;e.sanret Fr cLrwcclinc.com Architect: Fuller/Sears Architects MEP Engineer: TBD 1411 Fourth Avenuem, Suite 1306 Seattle, WA 98101 206 682 6170 contact: Vahid Khastou VK,has cu ?i ;!ers' z's.ccm General Contractor: Universal Building Systems 27565 265th CT SE Ravensdale, WA 98051 425 633 0119 contact: Ken Loemz 1,.n.larenz(-a-)uniti.-rsalbL.i!dingsystems'Ic.ccm Permit t�, •�► P!f-7I9 review �spproval is subject to errors and oml3si©ns. Arppoval of construction documents does not aul-h0llZe the vioialiun '; -Ifiy tdoplo i 4odo 0rordinance. Receipt of approve. F cold Copy and wnditions is acknowledged: 4 By: Date: 4�37 City of TOkwila BUILDING DIVISION RECEIV D CITY OF TUKWILA JUL 112016 PERMIT CENTER t REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 2 2016 / �� U� - ! City of 17wkvlila 8UILDII4C= Did{ISIMI y Williams Mechanical 3903 smith Ave Everett, WA 98201 4-1-16 Site Plan 1-2s T 1/321) = 1'-0" TCP OF RIVER p 75 \TOGO \ �pFR TRASH/RECYCLE\ t2 \ Li GRFEj \NF oo ENCLOSURE �F.p69�all WA �FRi ` WA 7tR / \ LINE /_ SIDEWALK —/ 0000000:00000000000000: 0 0000000 0 000000* 0000000 0000000 0 0000000 0 0000000 00000000000000000000000 N 00000A00000000000000000 r.I PLAN DETAIL CD 0 ELEVATION a00 000000a00o00000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE ` PER PLAN 6" TO 8" FROM CURB FACE ADA RAMP in TYP= �H 1_ / 1/4"=V-0" INTERURBAN AVENUE TDIIKIOA-rrn DOMES PER PLAN TOOLED JOINTS @ 3/4" )E BAND CJRB & GUTTER CONDITION INHERE OCCURS TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR WAYS SHALL BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTION OF TRAVEL THE FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO RUN CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED BY 3/8" THICK EXPAN. JT. MATERIAL ON ALL SIDES ABUTTING THE SIDEWALK. � ADA CURIS/RAMP w TYP. 1/4"=1'-0" `J BACKGRO (2) COAT 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WI ANSI A117.1-2003 SECTION '-0" CONC. SIDEWALK TRASH/RECYCLE CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ 1'-6" L 1'-6" EQ PARKING CALCULATIONS REQUIRED: ** WAREHOUSE: QI •1 �1 RETAIL: 2,342 SF @ 2.5:1000 = 5.8 STALLS ill 58,737 SF 62.5 TOTAL PROVIDED: �I 22 — LONG 10 x 30 /_ SIDEWALK —/ 0000000:00000000000000: 0 0000000 0 000000* 0000000 0000000 0 0000000 0 0000000 00000000000000000000000 N 00000A00000000000000000 r.I PLAN DETAIL CD 0 ELEVATION a00 000000a00o00000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE ` PER PLAN 6" TO 8" FROM CURB FACE ADA RAMP in TYP= �H 1_ / 1/4"=V-0" INTERURBAN AVENUE TDIIKIOA-rrn DOMES PER PLAN TOOLED JOINTS @ 3/4" )E BAND CJRB & GUTTER CONDITION INHERE OCCURS TRANISITIONS FROM RAMP TO WALKS, GUTTERS, VECHICLAR WAYS SHALL BE FLUSH W/ NO ABRUPT CHANGES GREATER THAN 1/4" IN HEIGHT IF EITHER LANDING AREA IS LESS THAN 48" IN THE DIRECTION OF TRAVEL THE FLARED SIDE SLOPES SHALL BE REDUCED TO 1 TO 12 RISE TO RUN CURB RAMPS SHALL NOT BE POURED INTERGAL W/ SIDEWALKS AND SHALL BE ISOLATED BY 3/8" THICK EXPAN. JT. MATERIAL ON ALL SIDES ABUTTING THE SIDEWALK. � ADA CURIS/RAMP w TYP. 1/4"=1'-0" `J BACKGRO (2) COAT 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WI ANSI A117.1-2003 SECTION '-0" CONC. SIDEWALK TRASH/RECYCLE CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ 1'-6" L 1'-6" EQ PARKING CALCULATIONS REQUIRED: ** WAREHOUSE: 56,990 SF @ 1:2000 = 28.5 STALLS OFFICE: 9,405 SF @ 3:1000 = 28.2 STALLS RETAIL: 2,342 SF @ 2.5:1000 = 5.8 STALLS ill 58,737 SF 62.5 TOTAL PROVIDED: �I 22 — LONG 10 x 30 27 — STANDARD (9' X 19') 4 — COMPACT STALLS (8' X 17' ANGLED) 10 — COMPACT STALLS (8' X 16') 63 TOTAL INCL. 4 HC STALLS (4) LOADING DOCKS (20' x 38') ** NOT INCLUDING MECHANICAL ROOMS SITE AREA: 141,868 SF (3.3 ACRES) PICNIC TABLE AI ❑10 TRUNCATED DOMES AT PED CROSSINGS — TYP. 100.7' PROPERTY LINE 200' SETBACK ACCESSIBLE PARKING SIGN "SAFE—HIT" FLEXIBLE POST W/ "SMT" TWIST LOCK BASE. BOLT TO CONCRETE WALKWAY OR ASPHALT SURFACE. 0 i LINE OF PAVING GN WITH END OF LL STRIPING ACC%Mbo. PARKING bo"YOMBORL (-_�_A%'0;%C0ES`S1 NTS NTS 6" 1 6" P Rim REVIEWED FOR CODE COMPLIANCE APPROVED f• AUG 02 2016 City ©fTui.arvila BUILDING DIVISION i RECEIVED CITY OF TUKWILA JUL 112016 PERMIT CENTER I �L— RESERVED PARKING i VAN - 5'-0" ACCESSIBLE `D NV VAN ACCESSIBLE PARKING SIGN, SEE SITE PLAN FOR LOCATION(S) NOTES: Ln 1. ACCESSIBLE PARKING SIGNS SHALL COMPLY WITH ICC/ANSI A117.1-2003. 2. BUILDING MOUNT (AS OCCURS): MOUNT SIGN ON WALL WITH (2) EXPANSION ANCHORS. Williams Mechanical 3903 Smith Ave Everett, WA 98201 Site Plan ill �I ACCESSIBLE PARKING SIGN "SAFE—HIT" FLEXIBLE POST W/ "SMT" TWIST LOCK BASE. BOLT TO CONCRETE WALKWAY OR ASPHALT SURFACE. 0 i LINE OF PAVING GN WITH END OF LL STRIPING ACC%Mbo. PARKING bo"YOMBORL (-_�_A%'0;%C0ES`S1 NTS NTS 6" 1 6" P Rim REVIEWED FOR CODE COMPLIANCE APPROVED f• AUG 02 2016 City ©fTui.arvila BUILDING DIVISION i RECEIVED CITY OF TUKWILA JUL 112016 PERMIT CENTER I �L— RESERVED PARKING i VAN - 5'-0" ACCESSIBLE `D NV VAN ACCESSIBLE PARKING SIGN, SEE SITE PLAN FOR LOCATION(S) NOTES: Ln 1. ACCESSIBLE PARKING SIGNS SHALL COMPLY WITH ICC/ANSI A117.1-2003. 2. BUILDING MOUNT (AS OCCURS): MOUNT SIGN ON WALL WITH (2) EXPANSION ANCHORS. Williams Mechanical 3903 Smith Ave Everett, WA 98201 Site Plan Gas Calculations 1 4 OF O H House Side Gas Pressure = 2psi. J O Total System Capacity = 1,397 MBH. O M 1 IN IM A! 1 (�s I , 111"If (I PT M, ill 1/4"=11-021 JUL 2 6 2016 'ERMIT CENTER Williams Mechanical HVAC Plan Warehouse CORMC7KiN LTR#�._._ J 5 IR CV 00 t0 N x li H Q CO 1771 O to Co H N m Q O 0 H Y w � a Q LLJ OLID H T CV) N \ Q N o T C Z T Williams Mechanical HVAC Plan Warehouse CORMC7KiN LTR#�._._ 5 IR CV 00 t0 N x li C � Q CO 1771 O to Co N Q O Williams Mechanical HVAC Plan Warehouse CORMC7KiN LTR#�._._