Loading...
HomeMy WebLinkAboutPermit PG16-0098 - 14520 INTERURBAN BUILDING / VACANT SPACE - GAS PIPING TO NEW ROOFTOP UNITVACANT SPACE 14520 INTERURBAN AVE S PG16-0098 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: PG16-0098 Address: 14520 INTERURBAN AVE S Unit200 Issue Date: 8/3/2016 Permit Expires On: 1/30/2017 Project Name: VACANT SPACE Owner: Name: SANFT LOUIE Address: 6120 52ND AVE S, SEATTLE, WA, 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: GAS PIPING PER PLAN TO ONE NEW ROOFTOP UNIT Phone: (425) 754-8759 Phone: (425) 303-0828 Expiration Date: 10/1/2017 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 Signature: Date: 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 agree to the conditions attached to this permit. Signature: Date: v ^� Print Name: LfS 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 " http://www.TukwilaWA.gov SITE LOCAT.IUN PW! bfiJq,j/G- at Si ermfit No: Project No.: - - Date Application Accepted Date Application Exp>res: 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: C/ 11,Y Suite Number: ZDV Floor: Tenant Name: New Tenant:. Yes ❑.. No PROPERTY OWNER Name: Address: City: State: Zip: CONTACT'PERSON person receiving all project corriiriunlcation Name: G Address: City: State: Zip: Phone:, 2p Fax: Email: PLUMBING CONTRACTOR.INFORMATION - Company Name: L4/ iL )-i > Address: 3 - p S City: ,�� State: Al Zip�)� Phone: Fax: Contr Reg No.:�L Exp Date: Tukwila Business License No.: M p CC -?V Valuation of Project (contractor's bid price): $ 1000 Scope of Work (please provide detailed information): 6g;� /l�6 ���� L / 1,70 01* &00 Building Use (per Int'l Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: H:\Applications\Forms-Applications On Line\201 I Applications\Plumbing Permit Application Revised 8-9-1 Ldocx Revised: August 2011 bh Sewer: Page 1 of 2 Indicate type of plumbing fixtures and/o , piping outlets being installed and the quantic- ,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 i 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 gas 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 OORRAUUTH R�E AGENT: 4iannhlrP• `r�// Print Name: t✓ /Z C /'P! 'f _mss 7&Day Telephone: Date: 7-12 l2 —�( Mailing Address: City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTlumbing Permit Application Revised 8-9-11.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK $589.15 EL16-0644 Address: 14520 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 M16-0117 Address: 14520 INTERURBAN AVE S Apn: 3365901630 $389.62 MECHANICAL $374.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $267.20 PLAN CHECK FEE R000.322.102.00.00 0.00 $74.93 TECHNOLOGY FEE $14.99 TECHNOLOGY FEE R000.322.900.04.00 0.00 $14.99 PG16-0098 Address: 14520 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: R8931 R000.322.900.04.00 0.00 $4.88 $58945 Date Paid: Tuesday, July 12, 2016 Paid By: WILLIAM ALSEPT Pay Method: CREDIT CARD 01936D Printed: Tuesday, July 12, 2016 10:23 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit Ik-14 -06 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. COMMENTS: Inspector: Date:/0 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD o r Retain a copy with permit �'�� ��`� 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 ProT Candi 'AC6 pe of Inspection: /A/,4& Address: / S _ISN Date Called: Special Instructions: Date Want a.m. p• m: lRequesifer: Phone No: MApproved per applicable codes. 11 Corrections required prior to approval. Ilnspector: /Iluate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z INSPECTION RECORD Retain a copy with permit 1%16 )0 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 of Inspection: Address; Date Called: /��?�,� A Jb/ Ili IZa i!V Ayr S Special Instructions: Date Wanted: !l /� p.m. Requester. ILL Phone No: �y 2S - %J `7 -� S Approved per applicable codes. I?J Corrections required prior to approval. 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 permit 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 S Tf Inspection: oW GAS��- A/ddress: /yW Date Called: Special Instructions: Date Wanftd 011,7-116 p.m. Requester: ILL. Phone No: �L Approved per applicable codes. E Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit�� 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: ���T" S�G/�S TMZ-ld pectio% Address: A/zo Limrft�lj ArrS Date Called: Special Instructions: j VIN/T '00 Date Want e a.m. A-12/,/0§ Ir.m. Requester, ,3 1 LL Phone No: Approved per applicable codes.Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0098 DATE: 07/12/16 PROJECT NAME: VACANT SPACE SITE ADDRESS: 14520 INTERURBAN AVE S - SUITE 200 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 07/14/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/11/16 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 tsspafiol Contract Safety & Health (j All Washington State Department of Labor & Industries WILLIAMS MECHANICAL INC Page 1 of 2 Search L&I A -Z Index Help NI.V i,&I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 3903 SMITH AVE GENERAL EVERETT, WA 982014549 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 09/30/2016 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 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. WILLIM1088PA Effective date Effective — expiration 09/30/2015 10/01/1992-10/01/2017 Expiration date Bond 09/30/2016 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 10/13/2015 09/30/2015 Expiration date 09/30/2016 Insurance history Savings ...........,_.. https:Hsecure.lni.wa.gov/verify/Detail.aspx?UBI=601413863&LIC=WILLIMIO88PA&SAW= 7/19/2016 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 FIXT FIXTURE OD OUTSIDE DIAMETER 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 g -- 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 Z 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 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 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 MASONRY UNIT LT LIGHT CMS CORRUGATED LWC LIGHT WEIGHT TC TOP OF CURB METAL SIDING CONCRETE TG TEMPERED GLASS LVR LOUVER T.O. TOP OF D.A. DAMP PROOFING LOC LOCATION T.S. TUBE STEEL DIAG DIAGONAL TSD TOP OF STEEL DIAM DIAMETER MO MASONRY OPENING DECK 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 D. S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE DWG DRAWING MET METAL PERMIT MTL METAL EA EACH ML METAL LATH V VENT EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION C ELEV ELEVATION MULL MULLION TILE N EQ EQUAL EQUIP EQUIPMENT NG NATURAL GRADE WWM WELDED WIRE MESH EXH EXHAUST NOM NOMINAL WC WATER CLOSET x 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 OC ON CENTER WIQ WITHOUT a FT FEET OPG OPENING FIN FINISH OA OVERALL 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. F I wil C 0 L03'ro. 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. MOULO GRID LINE NAME 0 - DRAWING TITLE '°� SCALE X SHEET # EXTERIOR X INTERIOR X X. X ELEVATION KEY A4.X ELEVATION KEY X X DETAIL X ENLARGED AX.X REFERENCE AX.X PLAN x AX.X WALL SECTION X BUILDING X Y14X A5 -X SECTION A o A o DOOR NUMBER 101 WINDOW TYPE <8> WALL TYPE a----- FINISH TAG X -X I I I N T E R U RIMAI I T s N.T.S. Building Identifier: Applicable Code: Site Area: Zoning: Occupancy Groups: Mixed Use Class Construction: Height Number of Stories Wind Exposure I Seismic Zone C IBC 2012 Edition 3.3 ACRES C/LI B Non Separated Uses Type VB SPRINKLERED 32 ft +I- (highest point) Two NIA, Existing Structure Pronosed Building UseslExits Reauired R N 1/4, N.E. 1/4, SEC. 23, T.23N, R.4E KING COUNTY TAX ID #3365901605, 3365901630, 3365901570 REVISIONS =. No changes shall bo madr) to lhtl 4P.R�113 Of Work 1vithout prior p� . r8t� 1 # Tuk vila Building DIvIaion NOTE R13visionG will requiro a noxi p!nn gLftilf�l and may indude additional plan r+�+�1n,4�� { r Office Area Occ. Load Factor Occ. Load Warehouse 3,700 500 7 Office 1.016 100 10 Total 1st floor 4,716 E 18 R N 1/4, N.E. 1/4, SEC. 23, T.23N, R.4E KING COUNTY TAX ID #3365901605, 3365901630, 3365901570 REVISIONS =. No changes shall bo madr) to lhtl 4P.R�113 Of Work 1vithout prior p� . r8t� 1 # Tuk vila Building DIvIaion NOTE R13visionG will requiro a noxi p!nn gLftilf�l and may indude additional plan r+�+�1n,4�� { r Office 864 1 100 9 Warehouse Storage 146 1 300 1 Total Mezzanine 1,010 10 TOTAL 5,726 27 ■ s \dr V othervifterniol iic 'cans. Mail WIVIr Permit o.PlIv - -Gi n Plal1 reViOw appi:ov8I is subject to errors and omissions. [-,pproval of consirijca ion documents does not atl:hor ze th 1:i'JiL=i.�1) n any adopted oda or ordinance. Recsipt 0" arP'Proveil =ioiL_f�LL_ o y ditions is acknowledged: By: ��. Date: � ._..._. MY of Tukwila BUILDING DIVISION REVIEWED FOR BODE COMPLIANCE APPROVED a� JUL 18 2016 s a Cify of Tukwila BUILDING D[VISION E1A i E PERMIT l R-LEQUIRED FOR: .�M/ echanical lB E!sctrical dumbing C3 Gas Piping C►iy Of Tukwila IDIVISIOPJ _ RECEIVED CIOF TUKWILA JUL 12 20116 PERP411T CENTER ,lob N tuber. 1005 Data ARCH 029 2016 E rinc�d h Ow" Will FULLER Project Manager. VAN D KNASTOU Oram By. AMY MMMY Sheet Titles COVER SHEET Williams Mechanical J C4 U 2 N x C I I Wo i E 1-� z i*�'ii� mxfixuxn Xh w'itY,��e N I g m N cn C>C o W Of H- N Uj d o C; C5 Z Y.. ,lob N tuber. 1005 Data ARCH 029 2016 E rinc�d h Ow" Will FULLER Project Manager. VAN D KNASTOU Oram By. AMY MMMY Sheet Titles COVER SHEET Williams Mechanical C4 U 2 N x C I I Wo i E z i*�'ii� mxfixuxn Xh w'itY,��e I g ,lob N tuber. 1005 Data ARCH 029 2016 E rinc�d h Ow" Will FULLER Project Manager. VAN D KNASTOU Oram By. AMY MMMY Sheet Titles COVER SHEET Williams Mechanical z i*�'ii� mxfixuxn Xh w'itY,��e ,lob N tuber. 1005 Data ARCH 029 2016 E rinc�d h Ow" Will FULLER Project Manager. VAN D KNASTOU Oram By. AMY MMMY Sheet Titles COVER SHEET Williams Mechanical S I T E -P ILI A N - /— SIDEWALK ___/ a00000000a000000000000a oo000000000000000000000 r I PLAN DETAIL C) 0 ELEVATION 00000000000000000000000 Q 00000000000000oo000000 000 00000aoca00000000000 00 00000000 oocoaooa oo 000 N 0000 000 oa000000000000 aha 0000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE ' PER PLAN 6" TO 8" FROM CURB FACE %C - U - RB/RAM --1/4„=1,-0„ -- TRASH /RECYCLE\01-� 0 ENCLOSURE DU�S�/VER/ H tvq TER ro, inirarrn DO!1ES 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 COURB/IRAMP �— —� BACKGROI (2) COAT' 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING 0 ANSI A117.1-2003 (:FCTiOfd NTS '-0" CONC. SIDEWALK TRASH/RECYCLE CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ V-6" 1 V-6" EQ PARKING CALCULATIONS REQUIRED: ** MIN. MAX. D 1.60" 2.40" E .65" 1.50" F .45" .80" G .90" 1.40" a00000000a000000000000a oo000000000000000000000 r I PLAN DETAIL C) 0 ELEVATION 00000000000000000000000 Q 00000000000000oo000000 000 00000aoca00000000000 00 00000000 oocoaooa oo 000 N 0000 000 oa000000000000 aha 0000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE ' PER PLAN 6" TO 8" FROM CURB FACE %C - U - RB/RAM --1/4„=1,-0„ -- TRASH /RECYCLE\01-� 0 ENCLOSURE DU�S�/VER/ H tvq TER ro, inirarrn DO!1ES 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 COURB/IRAMP �— —� BACKGROI (2) COAT' 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING 0 ANSI A117.1-2003 (:FCTiOfd NTS '-0" CONC. SIDEWALK TRASH/RECYCLE CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ V-6" 1 V-6" EQ 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 58,737 SF 62.5 TOTAL PROVIDED: 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 SITE AREA: 141,868 SF (3.3 ACRES) PICNIC TABLE AREA 11 TRUNCATED DOMES AT PED CROSSINGS — TYP. 100.7' PROPERTY LINE 200' SETBACK t— S. 0 66' BUS 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 ALL STRIPY !G PARKING SlYMBOL A C C Etc NTS PAR ING of L R'7-- CE;V Ez D CITY OF TUKULA JUL 12 2016 PERFAIT CENTER RESERVED PARKING i VAN - 5'-0" ACCESSIBLE `� 197-11 VAN ACCESSIBLE PARKING SIGN, SEE SITE PLAN FOR LOCATION(S) NOTES: 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. Job Number. 10051 oats MARCH 02, 2016 "Co In Charge:VALLIAN FULLER Project Manager. VAKD MASTOU Dram By. AMY MCa=Y Sheet We: SITE PLAN & SITE DETAILS SITE PLAN 10 H111" t kyr:,Williams Mechanical Y J 0 w qo Co C4 N �] IE 1 \ � r01 1 00 N to H (!1 Li LJV ©' a Q 0 v � N to t- N w m' < o� O T1 Z r. Job Number. 10051 oats MARCH 02, 2016 "Co In Charge:VALLIAN FULLER Project Manager. VAKD MASTOU Dram By. AMY MCa=Y Sheet We: SITE PLAN & SITE DETAILS SITE PLAN 10 H111" t kyr:,Williams Mechanical Y 0 w qo Co C4 N �] IE 1 \ � r01 1 00 N a 0 v Job Number. 10051 oats MARCH 02, 2016 "Co In Charge:VALLIAN FULLER Project Manager. VAKD MASTOU Dram By. AMY MCa=Y Sheet We: SITE PLAN & SITE DETAILS SITE PLAN 10 H111" t kyr:,Williams Mechanical Y r01 1 Job Number. 10051 oats MARCH 02, 2016 "Co In Charge:VALLIAN FULLER Project Manager. VAKD MASTOU Dram By. AMY MCa=Y Sheet We: SITE PLAN & SITE DETAILS SITE PLAN 10 H111" t kyr:,Williams Mechanical Y i 1 WAREHOUSE 3,700 SF W5 I . RTU -1 with economizer j YORK ZXG08E4B1AA1B111A2 Total capacity 94.9 MBH > Sensible capacity 67.4 MBH Refrigerant type R-41 OA Efficiency (at ARI) 11.00 EER Integrated eff. (at ARI) 11.50 IEER Ambient DB temp. 95.0 °F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 59.2 °F Leaving WB temp. 57.0 °F Power input (w/o blower) 6.63 kW Sound power 84 dB(A) - Gas Heating Performance Entering DB temp. 60 °F Heating output capacity (Max) 144 MBH Supply air 3000 CFM Heating input capacity (Max) 180 MBH Leaving DB temp. 104.4 °F Air temp_ rise 44.4 °F SSE 80.0 % Stages 2 Supply Air Blower Performance Supply air 3000 CFM Ext. static pressure 0.6 IWG Addl. Unit Losses (Options/Accessories) 0.17 IWG Blower speed 815 RP - Max BHP of Motor (including service factor) 2.90 HP Duct location Bottom Actual required BHP 1.56 HP Power input 1.44 kW Elevation 0 ft. Drive type BELT Electrical Data Power supply 460-3-60 Unit 60- - Unit min circuit ampacity 19.7 Amps Unit min over -current protection 20 Amps Unit max over -current protection 25 Amps !1 W ODEN OFFICE r1 REVIEWED FOR ACODE COMPLIANCE (" APPROVED JUL 18 2016 Ci4r of Tukwila ADD INSULATION 0 EXISITNG WALL wl _ . IECEID - CITY OF T U KW ILA JUL 12 2016 PERMIT CENTER MECHANICAL E UILE TAG MODEL CEM Gas input Economizer HP VOLTAGE AMPS RTU -1 York ZXG08E4B1AA1B111A2 3000 180,000 100% 2.9 460/3 20amp EF -1+2 Nutone 80 115/1 Gas sizing per International Fuel Code Existing unit heater 75,000 BTU + RTU -1 180,000 BTU = 255,000 BTU Total Existing 2 PSI meter 1 " Line Capacity at 125ft table 1,530,000 BTU Capacity still available 17175,000 BTU NOTE: American Meter regulator will be installed on roof reducing Gas pressure to standard inches water column with vent t_g,-j&fflQ_sAkere 0 [V co IR 1.0 Co N �y d W O n 1.0 W co - 1 O C, /M N I O ! c I c Cn ii 4 W m rn 0 n C¢ C ti i 0 W L -d F— r rn CO O Z r 0 [V co IR 1.0 Co N d W O n 1.0 co - 1 O C, I O ! c I c 4 m rn 0 n ti 0 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 FIXT FIXTURE OD OUTSIDE DIAMETER 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 g -- 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 Z 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 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 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 MASONRY UNIT LT LIGHT CMS CORRUGATED LWC LIGHT WEIGHT TC TOP OF CURB METAL SIDING CONCRETE TG TEMPERED GLASS LVR LOUVER T.O. TOP OF D.A. DAMP PROOFING LOC LOCATION T.S. TUBE STEEL DIAG DIAGONAL TSD TOP OF STEEL DIAM DIAMETER MO MASONRY OPENING DECK 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 D. S. DOWNSPOUT MECH MECHANICAL U.N.P. UNDER SEPARATE DWG DRAWING MET METAL PERMIT MTL METAL EA EACH ML METAL LATH V VENT EL ELECTRIC MID MIDWAY / MIDDLE VERT VERTICAL EDF ELECTRIC DRINKING MIN MINIMUM VEST VESTIBULE FOUNTAIN MLDG MOULDING VCT VINYL COMPOSITION C ELEV ELEVATION MULL MULLION TILE N EQ EQUAL EQUIP EQUIPMENT NG NATURAL GRADE WWM WELDED WIRE MESH EXH EXHAUST NOM NOMINAL WC WATER CLOSET x 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 OC ON CENTER WIQ WITHOUT a FT FEET OPG OPENING FIN FINISH OA OVERALL 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. F I wil C 0 L03'ro. 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. MOULO GRID LINE NAME 0 - DRAWING TITLE '°� SCALE X SHEET # EXTERIOR X INTERIOR X X. X ELEVATION KEY A4.X ELEVATION KEY X X DETAIL X ENLARGED AX.X REFERENCE AX.X PLAN x AX.X WALL SECTION X BUILDING X Y14X A5 -X SECTION A o A o DOOR NUMBER 101 WINDOW TYPE <8> WALL TYPE a----- FINISH TAG X -X I I I N T E R U RIMAI I T s N.T.S. Building Identifier: Applicable Code: Site Area: Zoning: Occupancy Groups: Mixed Use Class Construction: Height Number of Stories Wind Exposure I Seismic Zone C IBC 2012 Edition 3.3 ACRES C/LI B Non Separated Uses Type VB SPRINKLERED 32 ft +I- (highest point) Two NIA, Existing Structure Pronosed Building UseslExits Reauired R N 1/4, N.E. 1/4, SEC. 23, T.23N, R.4E KING COUNTY TAX ID #3365901605, 3365901630, 3365901570 REVISIONS =. No changes shall bo madr) to lhtl 4P.R�113 Of Work 1vithout prior p� . r8t� 1 # Tuk vila Building DIvIaion NOTE R13visionG will requiro a noxi p!nn gLftilf�l and may indude additional plan r+�+�1n,4�� { r Office Area Occ. Load Factor Occ. Load Warehouse 3,700 500 7 Office 1.016 100 10 Total 1st floor 4,716 E 18 R N 1/4, N.E. 1/4, SEC. 23, T.23N, R.4E KING COUNTY TAX ID #3365901605, 3365901630, 3365901570 REVISIONS =. No changes shall bo madr) to lhtl 4P.R�113 Of Work 1vithout prior p� . r8t� 1 # Tuk vila Building DIvIaion NOTE R13visionG will requiro a noxi p!nn gLftilf�l and may indude additional plan r+�+�1n,4�� { r Office 864 1 100 9 Warehouse Storage 146 1 300 1 Total Mezzanine 1,010 10 TOTAL 5,726 27 ■ s \dr V othervifterniol iic 'cans. Mail WIVIr Permit o.PlIv - -Gi n Plal1 reViOw appi:ov8I is subject to errors and omissions. [-,pproval of consirijca ion documents does not atl:hor ze th 1:i'JiL=i.�1) n any adopted oda or ordinance. Recsipt 0" arP'Proveil =ioiL_f�LL_ o y ditions is acknowledged: By: ��. Date: � ._..._. MY of Tukwila BUILDING DIVISION REVIEWED FOR BODE COMPLIANCE APPROVED a� JUL 18 2016 s a Cify of Tukwila BUILDING D[VISION E1A i E PERMIT l R-LEQUIRED FOR: .�M/ echanical lB E!sctrical dumbing C3 Gas Piping C►iy Of Tukwila IDIVISIOPJ _ RECEIVED CIOF TUKWILA JUL 12 20116 PERP411T CENTER ,lob N tuber. 1005 Data ARCH 029 2016 E rinc�d h Ow" Will FULLER Project Manager. VAN D KNASTOU Oram By. AMY MMMY Sheet Titles COVER SHEET Williams Mechanical J C4 U 2 N x C I I Wo i E 1-� z i*�'ii� mxfixuxn Xh w'itY,��e N I g m N cn C>C o W Of H- N Uj d o C; C5 Z Y.. ,lob N tuber. 1005 Data ARCH 029 2016 E rinc�d h Ow" Will FULLER Project Manager. VAN D KNASTOU Oram By. AMY MMMY Sheet Titles COVER SHEET Williams Mechanical C4 U 2 N x C I I Wo i E z i*�'ii� mxfixuxn Xh w'itY,��e I g ,lob N tuber. 1005 Data ARCH 029 2016 E rinc�d h Ow" Will FULLER Project Manager. VAN D KNASTOU Oram By. AMY MMMY Sheet Titles COVER SHEET Williams Mechanical z i*�'ii� mxfixuxn Xh w'itY,��e ,lob N tuber. 1005 Data ARCH 029 2016 E rinc�d h Ow" Will FULLER Project Manager. VAN D KNASTOU Oram By. AMY MMMY Sheet Titles COVER SHEET Williams Mechanical S I T E -P ILI A N - /— SIDEWALK ___/ a00000000a000000000000a oo000000000000000000000 r I PLAN DETAIL C) 0 ELEVATION 00000000000000000000000 Q 00000000000000oo000000 000 00000aoca00000000000 00 00000000 oocoaooa oo 000 N 0000 000 oa000000000000 aha 0000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE ' PER PLAN 6" TO 8" FROM CURB FACE %C - U - RB/RAM --1/4„=1,-0„ -- TRASH /RECYCLE\01-� 0 ENCLOSURE DU�S�/VER/ H tvq TER ro, inirarrn DO!1ES 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 COURB/IRAMP �— —� BACKGROI (2) COAT' 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING 0 ANSI A117.1-2003 (:FCTiOfd NTS '-0" CONC. SIDEWALK TRASH/RECYCLE CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ V-6" 1 V-6" EQ PARKING CALCULATIONS REQUIRED: ** MIN. MAX. D 1.60" 2.40" E .65" 1.50" F .45" .80" G .90" 1.40" a00000000a000000000000a oo000000000000000000000 r I PLAN DETAIL C) 0 ELEVATION 00000000000000000000000 Q 00000000000000oo000000 000 00000aoca00000000000 00 00000000 oocoaooa oo 000 N 0000 000 oa000000000000 aha 0000000 PROVIDE TRUNCATED DOMES AT RAMP SETBACK TRUNCATED DOMES RAMP PER CHART ABOVE ' PER PLAN 6" TO 8" FROM CURB FACE %C - U - RB/RAM --1/4„=1,-0„ -- TRASH /RECYCLE\01-� 0 ENCLOSURE DU�S�/VER/ H tvq TER ro, inirarrn DO!1ES 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 COURB/IRAMP �— —� BACKGROI (2) COAT' 3" WIDE PAINTED STRIPES, PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING 0 ANSI A117.1-2003 (:FCTiOfd NTS '-0" CONC. SIDEWALK TRASH/RECYCLE CONCRETE CURB OR 4" WIDE STRIPING STRIPING AS OCCURS PER SITE PLAN OF STALL EQ V-6" 1 V-6" EQ 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 58,737 SF 62.5 TOTAL PROVIDED: 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 SITE AREA: 141,868 SF (3.3 ACRES) PICNIC TABLE AREA 11 TRUNCATED DOMES AT PED CROSSINGS — TYP. 100.7' PROPERTY LINE 200' SETBACK t— S. 0 66' BUS 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 ALL STRIPY !G PARKING SlYMBOL A C C Etc NTS PAR ING of L R'7-- CE;V Ez D CITY OF TUKULA JUL 12 2016 PERFAIT CENTER RESERVED PARKING i VAN - 5'-0" ACCESSIBLE `� 197-11 VAN ACCESSIBLE PARKING SIGN, SEE SITE PLAN FOR LOCATION(S) NOTES: 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. Job Number. 10051 oats MARCH 02, 2016 "Co In Charge:VALLIAN FULLER Project Manager. VAKD MASTOU Dram By. AMY MCa=Y Sheet We: SITE PLAN & SITE DETAILS SITE PLAN 10 H111" t kyr:,Williams Mechanical Y J 0 w qo Co C4 N �] IE 1 \ � r01 1 00 N to H (!1 Li LJV ©' a Q 0 v � N to t- N w m' < o� O T1 Z r. Job Number. 10051 oats MARCH 02, 2016 "Co In Charge:VALLIAN FULLER Project Manager. VAKD MASTOU Dram By. AMY MCa=Y Sheet We: SITE PLAN & SITE DETAILS SITE PLAN 10 H111" t kyr:,Williams Mechanical Y 0 w qo Co C4 N �] IE 1 \ � r01 1 00 N a 0 v Job Number. 10051 oats MARCH 02, 2016 "Co In Charge:VALLIAN FULLER Project Manager. VAKD MASTOU Dram By. AMY MCa=Y Sheet We: SITE PLAN & SITE DETAILS SITE PLAN 10 H111" t kyr:,Williams Mechanical Y r01 1 Job Number. 10051 oats MARCH 02, 2016 "Co In Charge:VALLIAN FULLER Project Manager. VAKD MASTOU Dram By. AMY MCa=Y Sheet We: SITE PLAN & SITE DETAILS SITE PLAN 10 H111" t kyr:,Williams Mechanical Y i 1 WAREHOUSE 3,700 SF W5 I . RTU -1 with economizer j YORK ZXG08E4B1AA1B111A2 Total capacity 94.9 MBH > Sensible capacity 67.4 MBH Refrigerant type R-41 OA Efficiency (at ARI) 11.00 EER Integrated eff. (at ARI) 11.50 IEER Ambient DB temp. 95.0 °F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 59.2 °F Leaving WB temp. 57.0 °F Power input (w/o blower) 6.63 kW Sound power 84 dB(A) - Gas Heating Performance Entering DB temp. 60 °F Heating output capacity (Max) 144 MBH Supply air 3000 CFM Heating input capacity (Max) 180 MBH Leaving DB temp. 104.4 °F Air temp_ rise 44.4 °F SSE 80.0 % Stages 2 Supply Air Blower Performance Supply air 3000 CFM Ext. static pressure 0.6 IWG Addl. Unit Losses (Options/Accessories) 0.17 IWG Blower speed 815 RP - Max BHP of Motor (including service factor) 2.90 HP Duct location Bottom Actual required BHP 1.56 HP Power input 1.44 kW Elevation 0 ft. Drive type BELT Electrical Data Power supply 460-3-60 Unit 60- - Unit min circuit ampacity 19.7 Amps Unit min over -current protection 20 Amps Unit max over -current protection 25 Amps !1 W ODEN OFFICE r1 REVIEWED FOR ACODE COMPLIANCE (" APPROVED JUL 18 2016 Ci4r of Tukwila ADD INSULATION 0 EXISITNG WALL wl _ . IECEID - CITY OF T U KW ILA JUL 12 2016 PERMIT CENTER MECHANICAL E UILE TAG MODEL CEM Gas input Economizer HP VOLTAGE AMPS RTU -1 York ZXG08E4B1AA1B111A2 3000 180,000 100% 2.9 460/3 20amp EF -1+2 Nutone 80 115/1 Gas sizing per International Fuel Code Existing unit heater 75,000 BTU + RTU -1 180,000 BTU = 255,000 BTU Total Existing 2 PSI meter 1 " Line Capacity at 125ft table 1,530,000 BTU Capacity still available 17175,000 BTU NOTE: American Meter regulator will be installed on roof reducing Gas pressure to standard inches water column with vent t_g,-j&fflQ_sAkere 0 [V co IR 1.0 Co N �y d W O n 1.0 W co - 1 O C, /M N I O ! c I c Cn ii 4 W m rn 0 n C¢ C ti i 0 W L -d F— r rn CO O Z r 0 [V co IR 1.0 Co N d W O n 1.0 co - 1 O C, I O ! c I c 4 m rn 0 n ti 0