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HomeMy WebLinkAboutPermit PG16-0025 - T BAR CONSTRUCTION - GAS LINE TO RTUT BAR CONSTRUCTION 14590 INTERURBAN AVE S PG16-0025 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.Rov PLUMBING/GAS PIPING PERMIT Parcel No: 3365901630 Permit Number: �PG16-0025 Address: 14590 INTERURBAN AVE S Issue Date: l Permit Expires On: 9/3/2016 Project Name: T BAR CONSTRUCTION Owner: Name: SANFT LOUIE Address: 6120 52ND AVE S, SEATTLE, WA, Address: "I , DESCRIPTION OF WORK: INSTALL 100' OF 1" FAS LINE TO RTU -1 Phone: (425) 754-8759 Phone: (425) 303-0828 Expiration Date: 10/1/2017 Valuation of Work: $500.00 Fees Collected: $126.76 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 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: "I , DESCRIPTION OF WORK: INSTALL 100' OF 1" FAS LINE TO RTU -1 Phone: (425) 754-8759 Phone: (425) 303-0828 Expiration Date: 10/1/2017 Valuation of Work: $500.00 Fees Collected: $126.76 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 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 it and agr a to theco�n/ditions attached to this.permit. Signature: Date: 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 o=r�al�ar)dorted 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 9001 UNDERGROUND CITY OF TUKW Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi]aWA.9-ov Plumbing/Gas Permit No.$ 1� ' Project No. Date Application Accepted: Date Application Expires: (For of fice use only) 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" SITE LOCATION W King Co Assessor's Tax No.: 3365901630 Site Address: 1 70 Interurban Ave S Building B Tenant Name: PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: bill alsept Address: 3903 smith ave City: everett State: wa Zip: 98201. Phone: (425) 754-8759 Fax: Email: bill@williams-mechanical.com Valuation of Project (contractor's bid price): $ 500 Scope of Work (please provide detailed information): Install 100' of I" gas line to RTU -1 Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Suite Number: 1 Floor: 1 New Tenant: 0 .....Yes ❑ ..No PLUMBING CONTRACTOR INFORMATION Company Name: williams mechanical inc Address: 3903 smith ave City: everett State: wa Zip: 98201 Phone: (425) 754-8759 Fax: Contr Reg No.: WILLIM088PA Exp Date: Tukwila Business License No.: Sewer: H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 Page 1 of 2 bh Indicate type of plumbing fixtures and/o. _ piping outlets being installed and the quantit, ,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 protection s 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 easeinterceptors 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 2 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 OWNERQR _ Signature: AGENT: Date: 03/02/2016 Print Name: bill alsept Day Telephone: (425) 754-8759 Mailing Address: 3903 Smith ave everett wa 98201 City State Zip K\P.pplications\Forms-Applications On Linc\2011 Applications\Plumbing Permit Application Revised 8-9-1 Ldocx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $580.58 EL16-0187 Address: 14590 INTERURBAN AVE S Apn: 3365901630 $77.28 ELECTRICAL $73.60 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $73.60 TECHNOLOGY FEE $3.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 $3.68 M16-0033 Address: 14590 INTERURBAN AVE S Apn: 3365901630 $376.54 MECHANICAL $362.06 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $257.15 PLAN CHECK FEE R000.322.102.00.00 0.00 $72.41 TECHNOLOGY FEE $14.48 TECHNOLOGY FEE R000.322.900.04.00 0.00 $14.48 PG16-0025 Address: 14590 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 FEES PAID BY RECEIPT: R7813 R000.322.900.04.00 0.00 $4.88 $S80.58 Date Paid: Thursday, March 03, 2016 Paid By: BILL ALSEPT Pay Method: CREDIT CARD 075768 Printed: Thursday, March 03, 2016 12:02 PM 1 of 1 #?WSYS7EM5 Kc INSPECTION RECORD, 6f4` OO Retain a copy with permit IN CTION 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 Prot: r Type Iaj ns ecru e'— �Zvq Address: Date Called: qfq df�jwr Ne Special Instructions: Date W !F--! a.m. p.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permitj�` Cid LS 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: � Type�p�f Inspection: s' �S Add resDate q© T t4 Uk Calle4. f Special Instructions: /A4 Date Wanted: a.m. p.m. Requester: Phone No: F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0025 DATE: 03/04/16 PROJECT NAME: T BAR CONSTRUCTION SITE ADDRESS: 14590 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AJ no i 1 Building Division Im Fire Prevention ❑ Planning Division ❑ Public AV— 1 � Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/08/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/05/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 WILLIAMS MECHANICAL INC Home Espanol _ Contact Safety & Health Claims & Insurance Washington State Department of 4j Labor & Industries WILLIAMS MECHANICAL INC Owner or tradesperson Principals WILLIAMS, BRADLEY PATRICK, PRESIDENT WILLIAMS, DEBORAH KAY, SECRETARY WILLIAMS, DEBORAH KAY, TREASURER WILLIAMS, DEBORAH KAY, AGENT ZUCCARINI, MICHAEL J, AGENT (End: 01/01/1980) Doing business as WILLIAMS MECHANICAL INC WA UBI No, 601 413 863 License 3903 SMITH AVE EVERETT, WA98201-4549 425-303-0828 SNOHOMISH County Business type Corporation Page 1 of 3 A Workplace Rights Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WILLIM1088PA Effective — expiration 10/0111992— 10/01 /2017 Bond ................. Merchants Bonding Co (Mutual) $12,000.00 Bond account no. WA33987 Received by L&I Effective date 09/23/2014 10/01/2014 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601413863&LIC=WILLIMI088PA&SAW= 3/26/2016 GENERA 1. POST BUILDING ADDRESS SIGN ON FRONT OF BUILDING AS REQUIRED BY BUILDING OFFICIAL. 22. BUILDING INSULATION SHALL BE PROVIDED AS INDICATED IN DWGS. W/ R VALUES PER ENERGY COORDINATE WITH ARCHITECT, CALCULATIONS. 2. CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, 23. EVERY HANDICAPPED PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED ON THE INCLUDING SAFETY, PROTECTION OF PROPERTY AND THE LIKE DURING THE PERFORMANCE OF STALL. THE BOTTOM OF THE SIGN NEEDS TO BE 60 INCHES ABOVE THE PARKING SURFACE, AT THE WORK. THE HEAD OF THE PARKING SPACE. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF 3, THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS AND CODES OF ACCESS AND THE PHRASE "STATE DISABLED PARKING PERMIT REQUIRED". PROVISION UNDER THE GOVERNING AUTHORITIES AND OWNERS. SITE DEVELOPMENT PERMIT. 4. PROVIDE METHODS, MEANS AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, 24. THIS DRAWING IS AN INSTRUMENT OF SERVICE ONLY. THE COPYRIGHT TO THIS DRAWING WATER OR ATMOSPHERE. BELONGS TO THE ARCHITECT. NO PERSON MAY USE THIS DRAWING FOR. ANY PURPOSE OTHER 5. INSURE MINIMUM INTERFERENCE WITH EXISTING ROADS, STREETS, SIDEWALKS, PARKING THAN THE INTENDED ORIGINAL PURPOSE FOR THE ORIGINAL CLIENT. THIS DRAWING MAY NOT FACILITIES AND ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT WITHOUT PRIOR BE REPRODUCED IN WHOLE OR IN PART, IN ANY MANNER OR STORED IN ANY FORM FOR APPROVAL. REPRODUCTION WITHOUT THE EXPRESS PERMISSION OF THE ARCHITECT. NO VALUE SHOULD BE 6. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE SCALED AND ALL VALUES SHOULD BE CHECKED AGAINST FIELD VALUES AND/OR CHECKED WITH (UNO). PROMPTLY REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL SAID MATERIAL AT THE ARCHITECT. IF ANY VALUES IS FOUND TO BE INCORRECT OR INVALID, THEN IT IS THE CONTRACTOR'S EXPENSE. RESPONSIBILITY OF THE USER TO INFORM THE ARCHITECT AND TO OBTAIN THE CORRECT VALUE 7. DIMENSIONS ARE TO: FROM THE ARCHITECT PRIOR TO ACTING. - FACE OF MASONRY OR CONCRETE, CENTER LINE OF COLUMNS, FACE OF STUD, OR FACE OF 25. PER W.S.E.C. SECTION 1416.3.2 ACCEPTANCE: FINAL CERTIFICATE OF OCCUPANCY SHALL NOT MULLION UNLESS NOTED OTHERWISE. BE ISSUED UNTIL THE BUILDING OFFICIAL DETERMINES THAT THE PRELIMINARY COMMISSIONING - DIMENSIONS INDICATED CLEAR (CLR) ARE TO FINISH FACE. REPORT REQUIRED BY SECTION 1416.2.6.2 HAS BEEN COMPLETED. - DIMENSIONS TO DOOR AND WINDOW OPENINGS ARE ROUGH MASONRY OPENINGS UNO. - ALL MASONRY DIMENSIONS ARE NOMINAL. IF THIS DRAWING WAS CREATED AND/OR TRANSFERRED ON ELECTRONIC MEDIA TO ANY OTHER 8. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE OR PERSON OR BODY, THEN THE USER SHOULD BE AWARE THAT THE DRAWING MAY HAVE BEEN DECK ABOVE AND SEAL TIGHTLY AROUND ALL PENETRATIONS. ALTERED AFTER ISSUE BY THE ARCHITECT. THE ONLY ORIGINAL OF THIS DRAWING RESIDES IN THE 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S WORK FILES OF THE ARCHITECT, AND SHALL TAKE PRECEDENT OVER ALL COPIES, PAPER OR ELECTRONIC. 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. THIS DRAWING MAY CONTAIN MATERIAL WHICH WAS PROVIDED FOR INFORMATION ONLY TO THE 10. ALL RAMPS TO HAVE MAXIMUM 1:12 SLOPE. RAMPS WITH SLOPE OF 1:20 OR GREATER TO ARCHITECT BY THE CLIENT OR CLIENTS CONSULTANTS. THE ARCHITECT ACCEPTS NO HAVE HANDRAILS PER WASHINGTON STATE HANDICAP CODE. RESPONSIBILITY FOR THE ACCURACY OR THE COMPLETENESS OF THIS MATERIAL. IF VALUES IN THE 11. ALL STAIRS TO HAVE MINIMUM 11" TREADS AND MAXIMUM 7" RISERS, UNO. DRAWING ARE FOUND TO BE CRITICAL TO THE SCOPE OF WORK, THEN THE USER IS ADVISED TO 12. MINIMUM ROOF SLOPE SHALL BE 1/4"=1'-0 REFER BACK TO THE ORIGINAL MATERIALS IN THE HANDS OF THE CLIENT. _ 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 FIRE CODE THE DRAWINGS. 14. FIRE EXTINGUISHERS TO BE LOCATED PER FIRE MARSHALL'S DIRECTION. AS REQ'D, FIRE ADDRESS: APPROVED ADDRESS SHALL BE PROVIDED FOR ALL BUILDINGS IN SUCH A POSITION AS 15. ALL ROUGH -INS SHALL BE APPROVED PRIOR TO FRAMING INSPECTION. TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 16. PROVIDE ONE 2A-10BC FIRE EXTINGUISHER PER 3,000 SQ.FT. OR EACH 75' OF TRAVEL DISTANCE, AS REQUIRED BY FIRE MARSHALL. FIRE ADDRESS/TEMPORARY: TEMPORARY ADDRESSING IS REQUIRED DURING CONSTRUCTION SHALL BE 17. EXIT LIGHTING SHALL BE PROVIDED WHEN TWO EXITS ARE REQUIRED. THE EMERGENCY SYSTEM VISIBLE FROM THE STREET. 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 FIRE KNOX BOX: IF THE BUILDING OR SUITE HAS A FIRE PROTECTION SYSTEM, A KNOX BOX SHALL BE EMERGENCY LIGHTING HAVING THE INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR INSTALLED IN AN APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PRIOR LEVEL. IBC SECTION 1006.3. TO BUILDING FIRE FINAL. 18. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. FIRE OCCUPANT LOAD: OCCUPANT LOAD SHALL BE POSTED IN A CONSPICUOUS LOCATION AT OR AROUND 19. EXCEPTION: KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT 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 PORTABLE FIRE EXTINGUISHER: PORTABLE FIRE EXTINGUISHER WILL BE REQUIRED DURING CONSTRUCTION BUSINESS HOURS." THE SIGN SHALL BE IN LETTERS NO LESS THAN 1 INCH HIGH ON AND INSTALLED FOR FINAL INSPECTION. CLASS 2A 108C TYPE IS/ARE REQUIRED. PLEASE MOUNT THE CONTRASTING BACKGROUND. WHEN LOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR EXTINGUISHER(S) IN A CONSPICUOUS LOCATION APPROVED BY THE FIRE DEPARTMENT AND LOCATE THE OF DOORS MUST BE FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE. EXTINGUISHERS) SO THAT THE TRAVEL DISTANCE FROM ANY POINT IN SPACE DOES NOT EXCEED 75 20. TRASH DUMPSTERS AND COMPACTORS SHALL BE PROVIDED WITH RUBBER WHEELS N.I.C. FEET TO AN EXTINGUISHER. (THE DISTANCE BETWEEN EXTINGUISHERS CAN BE 150 FEET). 21. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS FIRE SPRINKLER SYSTEM: STRUCTURE SHALL HAVE A FIRE SPRINKLER INSTALLED PER NFPA AND OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN EASTSIDE FIRE & RESCUE REQUIREMENTS. SUBMIT FOR A FIRE PERMIT. THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. A B B R E V I A 191"10 NS01" E N E C 0 OL'*)E OD OUTSIDE DIAMETER - ULD) ENVELOPE. Ac AccousTlc FIXT FIXTURE EXISTING BUILDING NO CHANGES TO BUILDING NG ADD ADDENDUM FL FLASHING OFS OVERFLOW ADD'N ADDITION FLR FLOOR SCUPPER ABC AGGREGATE BASE F.D. FLOOR DRAIN OFD OVERFLOW DRAIN COURSE FLUOR FLUORESCENT AGG AGGREGATE FTG FOOTING PARA PARAPET A/C AIR CONDITIONING FND FOUNDATION PTD PAINTED AL ALUMINIUM FR FRAME PG PAGE ALT ALTERNATE FHC FIRE HOSE CABINET PR PAIR AB ANCHOR BOLT FV FIELD VERIFY PNL PANEL ABV ABOVE PTN PARTITION & AND GA GAUGE d PENNY ARCH ARCHITECT GI GALVANIZED IRON PL PLATE ASP ASPHALT GL GLASS PLBG PLUMBING GD GRADE PLYWD PLYWOOD BSMT BASEMENT GYP GYPSUM PT POINT BM BEAM GWB GYPSUM WALL PSI POUNDS PER BEL BELOW BOARD SQUARE INCH B.M. BENCHMARK GRND GROUND PSF POUNDS PER BLKG BLOCKING SQUARE FOOT BD BOARD HR HANDRAIL PC PRECAST BO BOTTOM OF HDN HARDENER PL PROPERTY LINE BLDG BUILDING HDW HARDWARE HDWD HARDWOOD R RADIUS CABT CABINET HTR HEATER REG REGISTER C.I.P. CAST IN PLACE HT HEIGHT REQ'D REQUIRED C.B. CATCH BASIN HP HIGH POINT REV REVISION CLG CEILING H. M. HOLLOW METAL RD ROOF DRAIN CEM CEMENT HORIZ HORIZONTAL RFG ROOFING CG CENTIGRAM HB HOSE BIB RM ROOM CL CENTER LINE HW HOT WATER RGH ROUGH CER CERAMIC RD ROUND C.T. CERAMIC TILE IN INCH CHAN. CHANNEL ID INSIDE DIAMETER SCR SCREW CLR CLEAR INSUL INSULATION SECT SECTION C.O. CLEAN OUT INT INTERIOR SEL SELECT CLOS CLOSET INV INVERT SHT SHEET COL COLUMN SDG SIDING CONC CONCRETE JAN JANITOR SIM SIMILAR A% M m 0 L CONN CONNECTION JT JOINT SLDG SLIDING CONST CONSTRUCTION JST JOIST SM SMOOTH CJ. CONTROL JOINT SPEC SPECIFICATION CONSTRUCTION JOINT KP KICK PLATE SPL SPLASH CONT CONTINUOUS SQ SQUARE GRID LINE X - - - CONTR CONTRACTOR LAM LAMINATED STD STANDARD COR'G CORRUGATED LDG LANDING SS STAINLESS STEEL CTR COUNTER LAV LAVATORY STRUC STRUCTURE CTSK COUNTERSINK LG LENGTH SUSP SUSPENDED CMU CONCRETE LOC LOCATION SWBD SWITCHBOARD DRAWING TITLEI-------- NAME--_----- - - MASONRY UNIT LT LIGHT SCALE CMS CORRUGATED LWC LIGHT WEIGHT TC TOP OF CURB METAL SIDING CONCRETE TG TEMPERED GLASS LVR LOUVER T. 0. TOP OFX SHEET # D. A. DAMP PROOFING LOC LOCATION T.S. TUBE STEEL DIAG DIAGONAL TSD TOP OF STEEL EXTERIOR X INTERIOR X X. X DIAM DIAMETER MO MASONRY OPENING DECK ELEVATION KEYA4.X ELEVATION KEY X DIM DIMENSION MATL MATERIAL TYP TYPICAL DISP DISPENSER MFR MANUFACTURER DWL DOWEL MAX MAXIMUM U.N.O. UNLESS NOTED DN DOWN MCJ MAS CNTRL JNT OTHERWISE DETAIL X ENLARGED D.S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE REFERENCE AX.X PLAN DWG DRAWING MET METAL PERMIT X MTL METAL EA EACH ML METAL LATH V VENT X AX.X EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL AX.X w EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION ELEV ELEVATION MULL MULLION TILE EQ EQUAL NG NATURAL GRADE WWM WELDED WIRE MESH WALL SECTION X BUILDING X X EQUIP EQUIPMENT A5.X SECTION A4.0 A4.0 EXH EXHAUST NOM NOMINAL WC WATER CLOSET EXP EXPANSION N.I.C. NOT IN CONTRACT WH WATER HEATER EJ EXPANSION JOINT 0/ OVER WF WIDE FLANGE EXIST EXISTING OBS OBSERVE W/ WITH DOOR NUMBER 101 WINDOW TYPEHO OC ON CENTER W/0 WITHOUT FT FEET OPG OPENING FIN FINISH OA OVERALL WALL TYPE Wl FINISH TAG X -X 4. N.T.S. ........ Building Identifier: 8 LOAD FACTOR TOTAL OCC. LOAD ....... _ Applicable. Code:. ._. ... ..._.... ....... _. IBC 2012 Edition _..: ._ ........ ,. ------ .......... ........ I Site Area: 3.3 ACRES ._... 20.6 / 2= 11 _.:...: __....,.: ...... Zoning: _. CIL! . ....... . 1 ©CCUpanq 9roupS........ w ._ .,......._: , _L .._ S2.1 BUILDING B FOUNDATION PLAN Mixed Use Class Non Separated, Uses sCS S2.2 BUILDING B ROOF FRAMING PLAN Construction Type V13 SPRINKLERED L...:............. ......... ..:... .._ ........ .. ....... Height ...... _. ,.. 32::ft +I (highest point" _ _.._... _ _ _ TYPICAL METAL DECK DETAILS Number of Stories Two S5.7 CANOPY PLAN & DETAILS Wind Exposure /Seismic Zone NlA, Exrlstmg Structure SHEAR WALL SCHEDULE & DETAILS a . I Proposed Suilding,UsestExits Required _._ . { i ._ S6.3 FRAMING DETAILS Occ. Load Exits Exits Area Factor Occ. Load required Provided Warehouse 3,506 500: 7 Office, 1,104 100. 12 Total 1st<floor 4,610 1 1 19 1 1 1 2 W Office; 954 100 10 Storage 119 300 1 Total Mezzanine 1,065 11 1 1 I 1 TOTAL 5,675 30 i _ .. _.__..._. _... ... ............ ._. _ _ ._ ._._ ._... _..__ ..._. _ ..____. _. __ ---------- ..._..... __.,._.... _-.....__ . . PARKING ANALYSIS EXISTING BUILDING- PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT. r,ft3r,d • ;mss a,INs • }�' A TENANT IMPROVEMENT CONSISTING OF UNHEATED WAREHOUSE SPACE AND OFFICE SPACE. THE OFFICE SPACE INCLUDES OPEN OFFICE AREA AND RESTROOMS ON THE FIRST FLOOR AND A MEZZANINE WITH AN OPEN OFFICE AREA. u GROSS AREA LOAD FACTOR TOTAL OCC. LOAD LOAD M/F WAREHOUSE 3506.0 500 SF 7.0 / 2= 4 OFFICE 2058.0 100 SF 20.6 / 2= 11 STORAGE 111.0 300 SF 0.4 / 2= 1 TOTALI 16 PER TABLE 2902.1: WC (MALE & FEMALE): 1 PER 25 LAVATORIES: 1 PER 40 PARKING ANALYSIS EXISTING BUILDING- PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT. r,ft3r,d • ;mss a,INs • }�' A TENANT IMPROVEMENT CONSISTING OF UNHEATED WAREHOUSE SPACE AND OFFICE SPACE. THE OFFICE SPACE INCLUDES OPEN OFFICE AREA AND RESTROOMS ON THE FIRST FLOOR AND A MEZZANINE WITH AN OPEN OFFICE AREA. u WATER CLOSETS LAVATORIES Date: MALE FEMALE COVER SHEET REQUIRED: 1 1 2 PROVIDED:1 1 1 1 2 PARKING ANALYSIS EXISTING BUILDING- PARKING REVIEWED AS PART OF SHELL AND CORE PERMIT. r,ft3r,d • ;mss a,INs • }�' A TENANT IMPROVEMENT CONSISTING OF UNHEATED WAREHOUSE SPACE AND OFFICE SPACE. THE OFFICE SPACE INCLUDES OPEN OFFICE AREA AND RESTROOMS ON THE FIRST FLOOR AND A MEZZANINE WITH AN OPEN OFFICE AREA. u 11111111 i� � r=J1AL%i Will F 3wner `A +& B Propert>les Structural Engineer_ _ Coughlin P 610252ND AVE S r f ;801 2nd Avg w....,, r_,. _s.,,W. iSeattle, WA 98198 Seattle, WA ....__......... :.:..::....M ..................._...._ ..w.€ 2 x 06 343,00 contact Louie Sanit ,contact .Eris _ ._,..._....._.. i _...... , :.:._ , , z. _ Louie.sanft�a a#t Tie#; EricL@a cplin -'VKhastou@fullersears com neral;Contractor zUniversal Buffding Systems 1.27565 ­265th CT SE PLUMBING ELECTRICAL •.,_.t.� rlcal �iU"i,bii11J Piping I . 'VISI0N -•���..Gklarlq� , ��r;!; i��.�:-: ,rG�...to-thA scope of viorltc'?;7rOV,71 of T u!,, "fila G'u;lding Ciivis;r.n. PIC T w. Revi-ionz grill re iuirc, a ns -.•i plan submittal and may in:, udn_ add!tlonal p;an r4view ices. Perm-, it Mo. P{":i i ''ylxiEfy' iEar.icr;:'i !� 3ilhiect to errn.. rs g.P'd Atppro d c.-,, fthe r�ri;.i vd::1 f i :� it I� �. s.it.1`...I ( �.tt .., .. �� r^ ✓�3:� ,�. of aPPF @vL wF'y vvtl a,t✓ar�l.J G.. .et ]Ji i.,L ..�.. �� rJ • l.� 4 Date: @UILLjdlzu L.`,vI;:JJU;%J 'f REVIEVVED FOR CODE COMPLIANCE APPROVED MAR 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 3 2016 Sheet Title: 'PERMIT CENTER COVER SHEET ARCHITECTURAL 1005-0.037 Date: STRUCTURAL AO.1 COVER SHEET Principal In Charge: S1.1 GENERAL STRUCTURAL NOTES A1.0 SITE PLAN Id.co gig,:c , ti S1.2 GENERAL STRUCTURAL NOTES A2.0 FLOOR PLAN S1.3 GENERAL STRUCTURAL NOTES A2.1 MEZZANINE, ROOF & REFLECTED CEILING PLANS H S2.1 BUILDING B FOUNDATION PLAN A2.2 SCHEDULES & DETAILS sCS S2.2 BUILDING B ROOF FRAMING PLAN A2.3 SECTIONS & INTERIOR ELEVATIONS S3.2 CONCRETE DETAILS m S5.1 TYPICAL METAL DECK DETAILS S5.7 CANOPY PLAN & DETAILS S6.1 SHEAR WALL SCHEDULE & DETAILS a S6.2 STAIR PLANS & DETAILS S6.3 FRAMING DETAILS 11111111 i� � r=J1AL%i Will F 3wner `A +& B Propert>les Structural Engineer_ _ Coughlin P 610252ND AVE S r f ;801 2nd Avg w....,, r_,. _s.,,W. iSeattle, WA 98198 Seattle, WA ....__......... :.:..::....M ..................._...._ ..w.€ 2 x 06 343,00 contact Louie Sanit ,contact .Eris _ ._,..._....._.. i _...... , :.:._ , , z. _ Louie.sanft�a a#t Tie#; EricL@a cplin -'VKhastou@fullersears com neral;Contractor zUniversal Buffding Systems 1.27565 ­265th CT SE PLUMBING ELECTRICAL •.,_.t.� rlcal �iU"i,bii11J Piping I . 'VISI0N -•���..Gklarlq� , ��r;!; i��.�:-: ,rG�...to-thA scope of viorltc'?;7rOV,71 of T u!,, "fila G'u;lding Ciivis;r.n. PIC T w. Revi-ionz grill re iuirc, a ns -.•i plan submittal and may in:, udn_ add!tlonal p;an r4view ices. Perm-, it Mo. P{":i i ''ylxiEfy' iEar.icr;:'i !� 3ilhiect to errn.. rs g.P'd Atppro d c.-,, fthe r�ri;.i vd::1 f i :� it I� �. s.it.1`...I ( �.tt .., .. �� r^ ✓�3:� ,�. of aPPF @vL wF'y vvtl a,t✓ar�l.J G.. .et ]Ji i.,L ..�.. �� rJ • l.� 4 Date: @UILLjdlzu L.`,vI;:JJU;%J 'f REVIEVVED FOR CODE COMPLIANCE APPROVED MAR 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 3 2016 Sheet Title: 'PERMIT CENTER COVER SHEET Job Number: J 1005-0.037 Date: C4 1 Principal In Charge: �. a.� VAHID KHASTOU Drawn By. Id.co gig,:c , ti N §lid's H 0) .s sCS ow m i` �2 .. a N r= F � W � a Q � H M N O Z r Job Number: 1005-0.037 Date: C4 1 Principal In Charge: �. a.� VAHID KHASTOU Drawn By. Id.co gig,:c , ti N §lid's Fs 6,9 0) .s sCS ow i` �2 .. a L r= Job Number: 1005-0.037 Date: JANUARY 6, 2016 Principal In Charge: WILLIAM FULLER Project Manager. VAHID KHASTOU Drawn By. AMY MCCURDY §lid's r= Job Number: 1005-0.037 Date: JANUARY 6, 2016 Principal In Charge: WILLIAM FULLER Project Manager. VAHID KHASTOU Drawn By. AMY MCCURDY & n, i I I 0 sole - lad- 75Y �`? I FU R•SEaRS ARCHITECTS 1/32" = 1'-0" /- SIDEWALK 0000000000 0 000000000000 0000000000 0 000000000000 00000000000 000 000000000 00 000000000000000000000 00 000000000000000000000 00 000000000000000000000 0 000 0 00000000 00000 000 00000000000.0000000 RAMP A PLAN DETAIL CD IFS G ELEVATION 0 i N SETBACK TRUNCATED DOMES PER PLAN A,6" TO 8" FROM CURB FACE RB/RAMP TRASH/RECYCLE ENCLOSURE 0 INTERURBAN AVENUE roiuirnrrn DOMES PER PLAN TOOLED JOINTS @ 3/4" )E BAND CURB & GUTTER CONDITION WHERE 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 C"AURWRAMP = TYPo 1/411=11-0" 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 PARKING CALCULATIONS REQUIRED: ** J WAREHOUSE: 56,990 SF ® 1:2000 = 28.5 STALLS OFFICE: 9,405 SF @ 3:1000 = 28.2 STALLS I© • 1 58,737 SF 62.5 TOTAL PROVIDED: UZ I,® • 1 ' 1 /- SIDEWALK 0000000000 0 000000000000 0000000000 0 000000000000 00000000000 000 000000000 00 000000000000000000000 00 000000000000000000000 00 000000000000000000000 0 000 0 00000000 00000 000 00000000000.0000000 RAMP A PLAN DETAIL CD IFS G ELEVATION 0 i N SETBACK TRUNCATED DOMES PER PLAN A,6" TO 8" FROM CURB FACE RB/RAMP TRASH/RECYCLE ENCLOSURE 0 INTERURBAN AVENUE roiuirnrrn DOMES PER PLAN TOOLED JOINTS @ 3/4" )E BAND CURB & GUTTER CONDITION WHERE 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 C"AURWRAMP = TYPo 1/411=11-0" 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 PARKING CALCULATIONS REQUIRED: ** J 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 N 58,737 SF 62.5 TOTAL PROVIDED: UZ 22 - LONG 10 x 30 27 - STANDARD (9' X 19') 4 - COMPACT STALLS (8' X 17' ANGLED) 112, L17,18. 10 - COMPACT STALLS (8' X 16') 63 TOTAL INCL. 4 HC STALLS H (4) LOADING DOCKS (20' x 38') ** NOT INCLUDING MECHANICAL ROOMS i---4'-0" CONC. SIDEWALK SITE AREA: 141,868 SF (3.3 ACRES) CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ 1'-6" L 1'-6" EQ 0 I GN WITH END OF ALL STRIPING - u x t rt+e 3 NTS TRUNCATED „DOMES AT VT 4nn 71 • `t 1 I i I, 200' SETBACK w 1-- I� o N Of = Lo a F - o ti 0 k 6" 6" V 7� RES VED PAR ING ACCESSIBLE PARKING SIGN "SAFE -HIT" FLEXIBLE POST W/ "SMT" TWIST LOCK BASE. BOLT TO CONCRETE WALKWAY OR 1 ASPHALT SURFACE. Ln LINE OF PAVING RESERVED PARKING VA 9VIEVVED FOR 5'-0" ACCESS D4v:: COMPLIANCE APPROVED VAN ACCESSIBLE PARKIt 4k;RG P 2 2M SEE SITE PLAN F R LOCATIONS) City of Tukwila NOTES: BUILDING DIVISION 1. ACCESSIBLE PARKING SIf�ffiCS SD LWITH CA ffll, USTVW ILA 2. BUILDING MOUNT C) SIGN ON WALL WITH (2)gA§A Sf lffi ANCHORS. HH u PERMIT CENTER Job Number: 1005-0.037 Dote: JANUARY 6, 2016 Principal In Charge: WWAM FUW72 Project Manager. VAHID KHASM Drawn By. AMY MCCURDY Sheet Title: SITE PLAN ( D t ^1111.11-ft-SEARSp ARCHITECTS J 0 W to C4 co N UZ I- cep N 112, L17,18. y�,p H Lql O m 3 ill Mmyomm �t V A r p����� M 6 Lo F- Y W CL � J � w T ¢ o N O Z r Job Number: 1005-0.037 Dote: JANUARY 6, 2016 Principal In Charge: WWAM FUW72 Project Manager. VAHID KHASM Drawn By. AMY MCCURDY Sheet Title: SITE PLAN ( D t ^1111.11-ft-SEARSp ARCHITECTS 0 W to C4 co N UZ cep N 112, L17,18. y�,p LIM Lql O 3 ill Mmyomm �t V A r p����� 6 Lo Job Number: 1005-0.037 Dote: JANUARY 6, 2016 Principal In Charge: WWAM FUW72 Project Manager. VAHID KHASM Drawn By. AMY MCCURDY Sheet Title: SITE PLAN ( D t ^1111.11-ft-SEARSp ARCHITECTS RTU -1 Total capacity 59.8 MBH Sensible capacity 45.3 MBH Refrigerant type R-41 OA Seasonal Efficiency (at ARI) 13.00 SEER Efficiency (at ARI) 10.80 EER Ambient DB temp. 95.0'F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 59.0 °F Leaving WB temp. 57.6'F Power input (w/o blower) 4.54 kW Sound power 82 dB(A) Gas Heating Performance Entering DB temp. 60 °F Heating output capacity (Max) 100 MBH Supply air 2000 CFM Heating input capacity (Max) 125 MBH Leaving DB temp. 106.3 °F Air temp. rise 46.3 °F SSE 80.6 % Stages 1 Supply Air Blower Performance Supply air 2000 CFM Ext, static pressure 0.6 IWG Addl. Unit Losses (Options/Accessories) 0.15 IWG Blower speed 1103 RPM Duct location Bottom Motor rating 1.00 HP Actual required BHP 1.02 HP Power input 0.95 kW Elevation 0 ft. Drive type DIRECT Speed tap 5 Electrical Data Power supply 230-3-60 Unit min circuit ampacity 27.5 Amps Unit max over -current protection 35 Amps Dimensions & Weight Hgt 33 in. Len 83 in, Wth 45 in. Weight with factory installed options 644 lbs. MECHANICAL SCHEDULE TAG MODEL CFM Gas input Economizer HP VOLTAGE AMPS RTU -1 York ZF060N10A2AAA4 2000 120,000 100% 1 208/3 35 amp EF -1 Nutone 100 115v 100CFM ( 2 (2 .e w. ..,� � uw w ��o� ��� �w°t �• � .,, I"„ ... �',_, �.._. t ��.,,.a w... ...... � �`� xs � �,a... �A 1/4"=11-0" 1/4 1)=11-0)l �I 1 1 7i2l, � 1 71 1 ' ''' m .ii :� �.... PERMIT CENTER kit � � ;� a a l �w � 3 2 � z. Williams Mechanical Bill A 425 754 8759 1005-0.037 Date: JANUARY 6, 2016 Principal (n Charge: W1WAM FUW7t Project Manager. VAHID KHASTOU Dmwn By. AMY MCCURDY LJ i '�,rfiR`t3 rm iwvrrxtse� T{i t. w.�xa*sa � ,�, �wss. uvszexa ui T's Uj a W � W t— Q � N C3 z r .e w. ..,� � uw w ��o� ��� �w°t �• � .,, I"„ ... �',_, �.._. t ��.,,.a w... ...... � �`� xs � �,a... �A 1/4"=11-0" 1/4 1)=11-0)l �I 1 1 7i2l, � 1 71 1 ' ''' m .ii :� �.... PERMIT CENTER kit � � ;� a a l �w � 3 2 � z. Williams Mechanical Bill A 425 754 8759 Job Number. 1005-0.037 Date: JANUARY 6, 2016 Principal (n Charge: W1WAM FUW7t Project Manager. VAHID KHASTOU Dmwn By. AMY MCCURDY '�,rfiR`t3 rm iwvrrxtse� T{i t. w.�xa*sa � ,�, �wss. uvszexa T's Job Number. 1005-0.037 Date: JANUARY 6, 2016 Principal (n Charge: W1WAM FUW7t Project Manager. VAHID KHASTOU Dmwn By. AMY MCCURDY Sheet Title: MEZZANINE, ROOF & REFLECTED CEILING PLANS 1 91 IP r1 13/55.4 IV I � 555.3 STRUT I do CANOPY FRAMING j PER PARTIAL PLAN OF 20/55.1, TYP. I I 18/55.4 0 n T.O. STEEL EL.=26'-8T/8° 8/552 111/55.4 [H d0 p � o do CA do STRUT NOTE I a = I T WI4x22 [26'-6318"]0"141 Al `A 20J55.2 [L 20/552 [L] /55.4 [H] IS/55.4 12/55 [H] IIA .4 5x5xr46 CONNECT TO .4 PER 3/55.1 CONNECT TO COL. PER 14/55.2 (AS CONDITION) -V TOP OF STEEL BEAM ELEVATION TD. 5TL. TOP OF STEEL EQUAL5 PLANNOTESi NOTE I 4 STRUT 4 5x5x546 - 5PLICE PER 14/55.1 i. ROOF DEGKING SHALL BE IVY DEEP x 226A, U.O.N. 5EE 5/55.1 FOR PROPERTIES AND ATTACHMENT REQUIREMENTS. MEMBER OR DETAIL OUT. � 2. J015T MANUFACTURER SHALL DE516N J015T5 FOR LOADS INDICATED A5 WELL A5 MECHANICAL EQUIPMENT. J015T5 TOTAL LOAD (KIPS) LL=xk LIVE LOAD (KIP5) SHALL BE ADDED FOR 5PEGIAL LOADS AND OPENING5 A5 REQUIRED. I C D E F•• SEATTLE.WA 98104 F. 206/343-5691 3. LEDGER ANGLE5 OR EMBEDDED PLATE5 ARE REQUIRED AT ALL INTER5EGTION5 OF METAL DEGKING AND CONCRETE OR CIO do ■ MA50NRY AALL5. 5EE OETAIL5. 16'-8" 27'-4" 26'-4" 4. 5EE METAL DECKING NOTES FOR 5PEGIAL CONNECTION REQUIREMENT5 AT 5TRUT5. 5EE DETAIL 2/55.4 FOR /'5 FILLER 4 REQUIRED AT J015T DENOTED 5TRUT Existing zo Gas RTU-1 on roof cc meter � 5. 5TEEL J015T5 SHALL BE 5PAGED EQUALLY A5 5HOAN, U.O.N. 5TUT N 6. J015T MANUFACTURER SHALL OE516N J015T5 FOR THE UNIFORM LINE LOADS INDICATED ON PLAN (TOTAL LOAD, LIVE �t _ STRUT LOAD) WHICH INCLUDE AN ALLOWANCE FOR THE WEIGHT OF J015T5. IN ADDITION, DESIGN FOR SUPERIMP05ED 1"Gas line to RTU -1 _ _ _ _ _ _ 1 - Existing line gas " CONCENTRATED LOADS INDICATED ON THE DRAWINGS AND AND NET WIND UPLIFT FORGE OF i P5F. FOR J015T Cn _ _ _ 21bs DENOTED 'STRUT' DE516N TOP CHORD TO RE515T FACTORED EARTHQUAKES LOAD SHOWN. tio�o 1. MECHANICAL UNIT MAX. WEIGHT 2,000 Ibs. SUPPORT EA. 51DE OF UNIT WITH 4 5x5x3/e CONNECT 4 TO STRUT �,, T TROT ROOF FRAMING 4 EA. OTHER PER 3/55.1. SUPPORT DUCT OPENING5 IN THE ROOF PER 3/55.1 . a I �s o�fi REINF. DEGK .. I .. .. e . .. s ■ s a . s s ....... ■ s s s s s s s a a s s ■ ■ ..... do OPENINGS S. THE GENERAL CONTRACTOR SHALL REINFORCE ALL OPENINGS AT ROOF DECKS PER GENERAL STRUCTURAL NOTE 16. -r do I PER 3/55'1 20/55.4 ALL OPENING5 MAY NOT BE 5HOAN ON THE STRUCTURAL ORAW065. 5EE ARCHITECTURAL, MECHANICAL AND El�z I ELECTRICAL DRAWING5 FOR ADDITIONAL OPENINGS NOT 5HOAN. CONTRACTOR 5HALL COORDINATE OPENING di o o do o do , , DIMEN51ON5 AMONGST ALL TRADES. 17'r, F . . 10 Existing 75,000 BTU ■ d; do V do I Gas Unit Heater f_/_CJ3/Su] I la/55.3 't >n II/55.4 � 0(0x15.3 "' Ln 1> MEZZANINE MECHANICAL UNIT PLATED PER LAN NOTE I LTO.5TEEL EL.=26'4%2° f [x' -x"] TOP OF STEEL BEAM ELEVATION TD. 5TL. TOP OF STEEL EQUAL5 EL: x' -x° NOTE I 4 STRUT 4 5x5x546 - 5PLICE PER 14/55.1 CA RELATIVE PLACEMENT OF FRAMING MEMBER OR DETAIL OUT. � [H] HIGH, [L] LOW TL=xk TOTAL LOAD (KIPS) LL=xk LIVE LOAD (KIP5) b's`�a�k Y1rP: I F•• SEATTLE.WA 98104 F. 206/343-5691 CIO do ■ T.O. STEEL /'5 RTU-1 on roof cc � 5TUT N i oo,000 BTU 15/55.4 10/55.4 �t STRUT STRUT I I W12 2628G4N8.2K Cn CC 28G4N8.2K x/55.4 211- " 1 , a STRUT (Sk) /5' 20/55.4 I 6/55.4 � - • , , 17'r, F . . STRUT^ STRUT ■ W N do do Ln 4&�r � � r 3/55.3 r Q � o T STRUT f_/_CJ3/Su] I la/55.3 't >n II/55.4 � 0(0x15.3 "' Ln 1> MEZZANINE MECHANICAL UNIT PLATED PER LAN NOTE I LTO.5TEEL EL.=26'4%2° f [x' -x"] TOP OF STEEL BEAM ELEVATION TD. 5TL. TOP OF STEEL EQUAL5 EL: x' -x° BOTTOM OF METAL DECK 4 STRUT 4 5x5x546 - 5PLICE PER 14/55.1 [H], [L] RELATIVE PLACEMENT OF FRAMING MEMBER OR DETAIL OUT. [H] HIGH, [L] LOW TL=xk TOTAL LOAD (KIPS) LL=xk LIVE LOAD (KIP5) G=X11AMOUNT OF CAMBER REQUIRED AT BEAM M105PAN SEISMIC FORCE RESISTINT- S 1� t Ga 5EE GENERAL 5TRUGTURAL NOTE 14. MA50NRY SHEAR HALL STRUT DRAG STRUT OR CHORD COMPONENT OF THE 5E15MI6 FORGE RE515TING 5Y5TEM DIAPHRAGM DIAPHRAGM AT THI5 LEVEL CON515T5 OF THE ROOF DECK PER PLAN NOTE I. RTU -1 with economizer Total capacity 59.8 MBH Sensible capacity 45.3 MBH Refrigerant type R-41 OA Seasonal Efficiency (at ARI) 13.00 SEER Efficiency (at ARI) 10.80 EER Ambient DB temp. 95.0 °F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 59.0 °F Leaving WB temp. 57.6 °F Power input (w/o blower) 4.54 kW Sound power 82 dB(A) Gas Heating Performance Entering DB temp. 60 °F Heating output capacity (Max) 100 MBH Supply air 2000 CFM Heating input capacity (Max) 125 MBH Leaving DB temp. 106.3 °F Air temp. rise 46.3 °F SSE 80.6 % Stages 1 Supply Air Blower Performance Supply air 2000 CFM Ext. static pressure 0.6 IWG Addl. Unit Losses (Options/Accessories) 0.15 IWG Blower speed 1103 RPM Duct location Bottom Motor rating 1.00 HP Actual required BHP 1.02 HP Power input 0.95 kW Elevation 0 ft. Drive type DIRECT Speed tap 5 Electrical Data Power supply 230-3-60 Unit min circuit ampacity 27.5 Amps Unit max over -current protection 35 Amps Dimensions & Weight Hgt 33 in. Len 83 in. Wth 45 in. Weight with factory installed options 644 lbs. Gas sizing per International Fuel Code Existing unit heater 75,000 BTU + RTU -1 125,000 BTU = 200,000 BTU Total Existing 2 PSI meter 1" Line Capacity at 125ft table 1,530,000 BTU Capacity still available 1,205,000 BTU NOTE: American Meter regulator will be installed on roof reducing Gas pressure to standard inches water column with vent to atmosphere I (Mechanical HVAC Gas and Structural Plan REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 3 2016 PERMIT CENTER Job Number- S101203-02 umberS101203-02 Date: JANUARY 27, 2016 Principal in Charge: JEC Project Manager: Drawn By. MRM Sheet Title: BUILDING B ROOF FRAMING PLAN Q 2010 FUI1UR•M E ARCNITHCTR X00 }1� H t �kt"3t b's`�a�k Y1rP: NOW F•• SEATTLE.WA 98104 F. 206/343-5691 m cc N Cn CC W a Q w 17'r, F . . ■ ■ ■ W N w � � r r Q � o 0 z Job Number- S101203-02 umberS101203-02 Date: JANUARY 27, 2016 Principal in Charge: JEC Project Manager: Drawn By. MRM Sheet Title: BUILDING B ROOF FRAMING PLAN Q 2010 FUI1UR•M E ARCNITHCTR X00 }1� w?Z�;z{fis� � YF t �kt"3t b's`�a�k Y1rP: NOW B01 SECOND AVENUE - SUITE 900 N 206/343-0460 SEATTLE.WA 98104 F. 206/343-5691 Job Number- S101203-02 umberS101203-02 Date: JANUARY 27, 2016 Principal in Charge: JEC Project Manager: Drawn By. MRM Sheet Title: BUILDING B ROOF FRAMING PLAN Q 2010 FUI1UR•M E ARCNITHCTR