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HomeMy WebLinkAboutPermit PG18-0113 - ARIZONA TILE - (1) DRINKING FOUNTAIN AND (1) WATER HEATERARIZONA TILE 11060 TUKWILA INTL BLVD COMPLEX PGI8-0113 Parcel No: Address: City of Tukwila Department of Community Development G3OUDouthcenterBoulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431'3670 Inspection Request IJne: 206+438'9350 Web site: http://www.TukwilaWA.Roy PLUMBING/GAS PIPING PERMIT 0423049014 11060 TUKWILA INTL BLVD COMPLEX Project Name: ARIZONA TILE Permit Number: PG18-0I23 Issue Date: 10/11/2018 Permit Expires On: 4/9/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SEBCO INC 4O2UEMADISON 3T#3ZO,SEATTLE, WA, 98112 STEVE CARNEY 8706 5 222ND ST , KENT, WA, 98031 STATE MECHANICAL COMPANY 8706 S Z22NDST,KENT, WA, 98031 STATEyN[141C7 ''' Phone: (206) 575-7527 Phone: (206) 575'7527 Expiration Date: 9/1/2019 DESCRIPTION OF WORK: TO PLUMB AND INSTAL(7) WATER CLOSETS(6) LAVS(3) FLOOR DRAINS, (3) SINKS, (1) URINAL(1) MOP SINK, (1) DRINKING FOUNTAIN AND (1) WATER HEATER Valuation of Work: $44,980.00 Water Distric: TUKWILA Sewer District: VALLEY VIEW Fees Collected: g5I7.69 Current Codeadopted by the City of Tukwila: International Building Code Edition: laternational Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International FueI Gas Code: Permit Center Authorized Signature: 2015 20152015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Date: /W / �7~—� 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 -he conditions attachedo this permit. ir Signature: ' ' r i�►/�/ (� ., y► Date: t itj)-ON Print Name: r Thi—1 �' J "l6"OK� 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: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 5: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maontained above the controls with the strapping. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: Manufacturers installation instructions shall be available on the job site at the time of 'onspection. 9: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 10: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 11: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 12: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 13: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 14: 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. 15: 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. 16: 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. 17: 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. 18: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 19: 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 20: ***PUBLIC WORKS PERMIT CONDITIONS*** 21: Prior to permit issue applicant shall fill out and submit to Public Works a Non -Residential Sewer Use Certification form listing plumbing fixtures to be installed.s 22: Prior to permit issue applicant shall fill out and submit to Public Works a Non -Residential Sewer Use Certification form listing plumbing fixtures to be installed.s PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING f � CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Plumbing/Gas Permit No. PG l °v— 0113 Project No. Date Application Accepted: Date Application Expires: 1 "( 9 (For office 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 King Co Assessor's Tax No.: 0423049014 Site Address: 11060 Tukwila International Blvd Suite Number: Floor: 1 Tenant Name: Arizona Tile PROPERTY OWNER Name: Steve Carney Name: Sebco Inc City: Kent State: WA Zip: 98031 Address: 4020 E Madison St #320 Email: stevec@statemech.net City: Seattle State: WA Zip: 98112 CONTACT PERSON — person receiving all project communication Name: Steve Carney Address: 8706 S 222nd St City: Kent State: WA Zip: 98031 Phone: (206) 575-7527 Fax: (206) 575-7529 Email: stevec@statemech.net New Tenant: E Yes ❑ ..No PLUMBING CONTRACTOR INFORMATION Company Name: State Mechanical Co Address: 8706 S 222nd St City: Kent State: WA Zip: 98031 Phone: (206) 575-7527 Fax: (206) 575-7529 Contr Reg No.: STATEMC 141 C7 Exp Date: 09/01/2019 Tukwila Business License No.: BUS -0101359 Valuation of Project (contractor's bid price): $ 44,980 Scope of Work (please provide detailed information): To plumb and install: 7 Water closets, 6 Lays, 3 Floor drains, 3 Sinks, 1 Urinal, 1 Mop sink, 1 Drinking fountain & 1 Hot water tank Building Use (per Int'! Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer H:\ Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 l� r� Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain 1 Shower, single head trap 6 Sinks 4 Rain water system — per drain (inside building) 1 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) 1 Lavatory 6 Urinal 1 Water heater and/or vent 1 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 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial 3 Wash fountain Water closet 7 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 3 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 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Steve Carney CA g' Mailing Address: 8706 S 222nd St Date: 10/11/2018 Day Telephone: (206) 575-7527 Kent WA 98031 H:\Applications\Forms-Applications On Line \2011 Applcations\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh City State Zip Page 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $537.69 PG18-0113 Address: 11060 TUKWILA INTL BLVD COMPLEX Apn: 0423049014 $537.69 PLUMBING $517.01 lIIl R000.322,100.00.00 0.00 $380.46 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $103.40 TECHNOLOGY FEE $20.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R15381 $20.68 $537.69 Date Paid: Tuesday, September 11, 2018 Paid By: STATE MECHANICAL CO Pay Method: CHECK 13428 Printed: Tuesday, September 11, 2018 2:08 PM 1 of 1 YSTEMS INSPECTION RECORD Retain a copy with permit RIi ?ii3 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 Projeq get 1...19e -let -ri:4-t.. Type of Inspection: "cendti Address: it 0 liletAALA /)i' 41.-vb Date Called: Date Special Instructions: Date Wanted: 7--2A 1.1 clan p.m. Requester: 10 kT& Phone No: 3,c) &Asia, Approved per applicable codes. io 0 Corrections required prior to approval. OMMENTS• Date: REINSPE TION 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 N ECT ON 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 P4 oh; Project: 40Ztafif M.,- Type of Inspection: ig • .17 A-44•141,1•14 Address: //Q60 174I/4 /far 61_14 Date Called: Special Instructions: Date Wanted: .1ter a.m. p.m. Requeste . Phone No: Approved per applicable codes. COMMENTS: )1?—r: Pkatft31 Corrections required prior to approval. Dm)(1 is tJ ies Inspectori3e) Date:// 04 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 PECTION 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 PC718 -0 j 3 Project: 4V?iz.e)A41i ii -ix Type of Inspection: ,R,61)/4)0 WoRg Address: //060 778, Date Called: 'Special Instructions: 1441 Date Wanted: /17-/ T/6 a. p• • Requester: No: Phone No: a.5 -3-3/0-5-(a LJApproved per applicable codes. OCorrections required prior to approval. COMMENTS: k- P4-01Aviht6-- g -R60)46 Tr) (0.07-wa4, AixeD -rel egec-I1 /3/201-k Rontivi...siNK cA/ Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r� \PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP r PERMIT NUMBER: PG18-0113 DATE: 09/11/18 PROJECT NAME: ARIZONA TILE SITE ADDRESS: 11060 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: '1A) °Olt Building Division II k ePublic Works Fire Prevention Structural Planning Division Permit Coordinator n to PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 09/13/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/11/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 STATE MECHANICAL COMPAN,"\ Horne Espanol Contact Safety & Health Claims & Insurance igglihtk Washington State Department of Labor & Industries Search L&I Page 1 of 3 u A -Z Index Help My L&1 Workplace Rights Trades & Licensing STATE MECHANICAL COMPANY Owner or tradesperson Principals PLATZ, GERRICK D, PRESIDENT LYNCH, JOHN MICHAEL, VICE PRESIDENT DEWITT, RALPH E (End: 12/18/2012) Doing business as STATE MECHANICAL COMPANY WA UBI No. 600 611 697 8706 S 222nd St KENT, WA 98031 206-575-7527 KING County Business type Corporation Governing persons JOHN LYNCH GERRIK PLATZ; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties PLUMBING License no. STATEMC141C7 Effective — expiration 02/27/1986— 09/01/2019 Bond TRAVELERS CAS & SURETY CO Bond account no. 200686359 $6,000.00 Received by L&I Effective date 08/14/2001 07/27/2001 Expiration date Until Canceled Insurance ................... Continental Insurance Co Policy no. 6071924505 $1,000,000.00 Received by L&I Effective date 08/23/2018 08/23/2018 Expiration date 08/23/2019 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600611697&LIC=STATEMC141C7&SAW= 10/11/2018 STATE MECHANICAL COMPANY Page 2 of 3 Continental Western Ins Co $1,000,000.00 Policy no, CPA6028803 Received by L&I Effective date 08/21/2018 08/23/2017 Expiration date 08/23/2019 Insurance history Savings .............. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. PFAZF00487 Issue date 06/11/2018 Violation city KENT Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Infraction no. PFAZF00486 Issue date 06/11/2018 Violation city KENT Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Infraction no. PFAZF00324 Issue date 10/28/2016 Violation city KENT Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Infraction no. PJAJC01651 Satisfied RCW/WAC 18.106.020 Violation amount $250.00 Satisfied ...................... RCW/WAC 18.106.020 Violation amount $250.00 Satisfied RCW/WAC 18.106.020 Violation amount $250.00 Satisfied Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600611697&LIC=STATEMC141C7&SAW= 10/11/2018 QJ o c) 7- 00 1 WMH RIM=15.2' 10' BUILDIN SETBACK PP N56'11'53"W B ILDING AND SITE STATISTICS: SHELL BUILDING CODE: IBC 2015 ZONING: MIC/H SITE AREA: APPROX.5.19 ACRE (226,098SF) BUILDING AREA: FOOTPRINT 97,402 SF(43%) FUTURE FIRST FLOOR OFFICE: 4,500 SF WAREHOUSE: 92,902 SF 4:7C."4-(/) Qa 13@8.5'=110.5' FIRE DEPT ACCESS PATH ASPH ALT AREA TYPE OF CONSTRUCTION: III B SPRINKLERED ESFR PER TABLE 506.2,SI OCCUPANCY, SPRINKLER 1 STORY = 70,000 SF WITH 3 SIDES SETBACK OVER 20', 70,000 SF +(17500X.75) = 83,125 SF PARKING: REQUIRED: OFFICE 4,500 SF(5%) 2.5/1000 SF = 11 CARS WAREHOUSE 92,902 SF©1 /2000=47 TOTAL CARS REQUIRED: 58 CARS (4 HANDICAPED STALLS) TOTAL CARS SHOWN: 59 POTENTIAL LEASED TRUCK AND CAR PARKING N20'12'23'E 16.12' N89°18'52"E 28.68' N89'18'52"W LUMINAIRE ASPHALT AREA EXISTING GAS MAIN 2—GAS VALVES G EX. H.C. RAMPS AND SIGNAGE N 89°18'52" W AREA OF OFFICE IVIPOVEvE\T EXT. 2 HOUR WALL TABLE 602 OVERHEAD POWER LINE, APPROX. 24' ABOVE GRADE TO LOWEST \ \� LOCAL POWER AND PHONE, APPROX 48' TO 59' HIGHER VOLTAGE TRANSMISSIO LINES. SEE ELCTRICAL CROSS —SECTIONS ASPHALT AREA CONCRETE EXTRUDED CURB 60' WIDE CONDEMNED BY THE CITY OF SEATTLE FOR PIPE LINE RIGHT OF WAY UNDER KING COUNTY SUPERIOR COURT CAUSE NO, 121648, PURSUANT TO CITY OF SEATTLE ORDINANCE NO. 37022. ZONING REQUIREMENTS: FRONT YARD SET BACK : 20 SECOND FRONT : '10' INTERIOR SIDE YARDS : 0' REAR YARD MAXIMUM HEIGHT: 125' PROPOSED HEIGHT: 40' PANELS PROPOSED COVERAGE: 43 % LANDSCAPE: FRONT YARD: 5 INTERIOR 0' REAR 0' TAX ID NUMBER: 042304-9014, 032304-9029 LEGAL DESCRIPTION: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3; AND OF GOVERNMENT LOT 10 IN SECTION 4; OF TOWNSHIP 23 NORTH IN RANGE 4 EAST W.M. IN KING COUNTY, WASHINGTON, ALL LYTING BETWEEN: THE EASTERLY MARGIN OF STAT ROAD NO 1 (TUKWILA INTERNATIONAL BOULEVARD, PACIFIC HIGHWAY SOUTH) AS CONVEYED BY DEEDS UNDER RECORDNING NO'S 3909047 AND 3909049; AND THE WERSTERLY MARGIN OF EAST MARGINAL WAY SOUTH (STATE HIGHWAY 5—M, DUWAMISH ROAD) RIGHT OF WAY; ASPHALT AREA G G POURED IN PLACE CURB ON PROPERTY LINE 13 DOCK DOORS DRIVE IN RAMP EXT. 3 HOU FIRE WALL TABLE 706. MAX 25% 0 WALL CAN BE RATED 3 HOUR OPENING (7.6.8&716.5) 0 CONCRETE EXTRUDED CURB POTENTIAL FIRE DEPT ACCESS CURB CUT WITH BOLLARDS LEGAL DESCRIPTION: AND LYING SOUTHERLY OF: A LINE DRAWN PARALLEL WITH AND 389.23 FEET NORTH OF THE SOUTH LINE OF SAID SECTION 4 EXTENDED EAST; EXCEPT THE SOUTH 60 FEET THEREOF AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO 121648 BY THE CITY OF SEATTLE FOR PIPELINE RIGHT—OF—WAY, PURSUANT TO ORDINANCE NO. 37022; AND EXCEPT THAT PORTION THEREOF AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 469557 BY THE CITY OF SEATTLE FOR TRANSMISSION LINE PURPOSES, PURSUANT TO ORDINANCE NO. 82986; AND EXCEPT THAT PORTION THEREOF AS CONVEYED TO KING COUNTY FOR WIDENING SAID EAST MARGINAL WAY SOUTH, RECORDED JUNE 09,1988 UNDER RECORDING NO. 8806090815; AND EXCEPT THAT PORTION THEREOF LYING BELOW THE 500 FOOT VERTICAL DEPTH LEVEL BELOW THE SURFACE OF HTE PROPERY, AS RESERVED UNDER RECORDING NO 6262412, RECORDED NOVEMBER 09,1967. NORTH ( SCALE: 1" = 30' RLL. IVIJ. O'tILLIVJU/ I DUMPSTER ENCLOSURE ASPHALT AREA 646.64' EXISTING GAS MAIN TRUCK LOADING 130' MIN. NOSE OF 65' TRACTER TRAILER OVEAL'L 3UILD1\G 97,402 SF EX. H.C. RAMPS AND SIGNAGE RECESSED DOCK SHELL 10 DOCK DOORS FIRE DEPARTMENT ACCESS DOORS AT 100' 0.C. ✓-SPRINKLER \ 5' LANDSCAPE N 87°4110' W N87'41'10'W FRONTAGE IMPROVEMENTS NOT REQUIRED PER PUBLIC WORKS OWNER TO ENTER INTO AN AGGREEMENT FOR PAYMENT IN LIEW OF CONSTRUCTING STREET IMPROVEMENTS. v SITE PLA\ SIX SCOPE OF WORK: TO CONSTRUCT A NEW INTERIOR 9,810 SF OFFICE AND SHOW ROOM PER PLANS WITHIN AN EXISTING WAREHOUSE SHELL SEP ; r. I I= EQ/IUI r , D FC F: [Y! fcc�Inical EL ctr Ical ❑ ffumbmg jam Gas Piping City of Tukwila BUILDINGBUILIDING DIVISION 10@8.5'=85`; 20' BUILDING FRONT SFTB-A.CK--- ENERGY CODE: 1. THE BUILDING WILL USE ALL THE DEFAULT VALUES AS A MIN. 2. LIGHTING WILL BE PER THE STATE ENGERY CODE 3. MAX. 80% OF A 20 AMP BREAKER FOR ALL SWITCHES 4. ALL EXTERIOR JOINTS TO DISSIMALR MATERIALS WILL BE CAULKED AND MADE AIR TIGHT SEPARATE PERMITS: 1. HVAC 2. REFRIGERATION 3. PLUMBING 4. ELECTRICAL 5. SPRINKLER (ESFR) 6. RACKING 7. SIGNAGE Permit Ptl."72 FILEcey Plan review a,_t c.:I i3 s s' ;eat to error, and cfricsions. Approval of cer,3„ u : 3n c'ccumcs ots Coos not cLihoriza the violation cf any cdcptcd cods cr ordinance. Recoipt of approved Field Copy and conditions is acknowlo 'ged: By: n Date: REVISIONS No changes shall he made to the scope of work without prior approval of Tukwila Building Division NOTE: Envisions will rcgiuire a r^tv Plan submittal and may ir.:udo additional plan r' 'isw f:o City of Tukwila BUILDING DIVISION , , , , , , , , , , ERMANENT EASEMENT AREA LECTRICAL TRACTION POWER STATION TO CENTRAL PUGET EGIONAL TRANSIT AUTHORITY REC. NO. 200440517003078 WATER BLOW —OF SURVEY BUILDING CODE: IB 2015 ZONING: IC/H SITE AREA: APPROX.5.19 ACRE (226,098SF) BUILDING AREA: FOOTPRINT 97,402 SF(43%) NEW FIRST FLOOR OFFICE: 9,810 SF WAREHOUSE: 87,592 SF TYPE OF CONSTRUCTION: III B SPrkINTMENEVIE.D FOR ESFR 4 1503 AZT J w 0 06-01-18 0 0 0 w W 2 0 DESCRIPTION SUBMIT FOR REVIEW SUBMIT FOR PERMIT 0 06-20-18 06-27-18 CODE COMPLIANCE APPROVED PER TABLE 506.2,SI OCCUPANCY, SPRINKLER 1 STORY = 70,000 SF SEP 27 2018 P WITH 3 SIDES SETBACK OVER 20', City of Tukwila 70,000 SF +(17500X.75) = 83,125, WILDING DIVISION PARKING: REQUIRED: OFFICE 9,800 SF© 2.5/1000 SF = 25 CARS RECEIVED WAREHOUSE 87,592 SF©1 /2000=4ITY OF TUKWILATOTAL CARS REQUIRED: 69 CARS SEP 11 2018 (4 HANDICAPED STALLS) TOTAL CARS SHOWN: 69 PER IT CENTER N rn CO COCO Isr) co ro ,t 00 N N O Z co 0_' < z O Li m 00 CO �w I— (f)rn T-0 1 SEE OFFICE BLOW UP SHEET T-2 Drywall Fill-in 6" DIA. CONCRETE FILLED STEEL PIPE WITH DOMED TOP,PAINT SAFETY YELLOW 8" REINFORCED CONCRETE SLAB ►r) EMBEDD STEEL BOLLARD IN CONCRETE Ii' Iii FIL r i i i i III III n s Ii' n n n RACKING AND DISPLAYS ARE FOR INFORMATION ONLY AND TENANT WILL APPLY FOR A SEPARATE RACK PERMIT. MAXIMUM PRODUCT HEIGHT WILL BE 20' AFF ii' u� EEC EEL ‚Ii I:' �n Ii' Ii' u n u u CN 0 u� I I 1! • i TEO MT I 1 I 1 1 I REMOVEABLE 1 1/41' OD PIPE SAFETY RAIL PAINT SAFETY YELLOW, IN RECESSED 1 1/2" ID. PIPE SLEEVE. BUILD IN LENGTHS OF 4'. PROVIDE DUAL SLEEVES AT ENDS OF RAILINGS.. TYP 3”X3'' STEEL ANGLE WITH WELDED NELSON STUD, (SEE STRUCTURAL), PAINTED SAFETY YELLOW. INTERIOR RECESSED DOCK ALL CONCRETE RAMPS TO HAVE HEAVY BROOM FINISH ixfi' dock Dock Lights DOCK BUMPERS -\ • from Finish cdr compressor 7'x8' dock leveler Dock Lights /SAFETY FAILING AND / ANGLES, PAINT SAFETY YEllOW rkle dock leveler leveler sit down stand LIP desk shipping desk EXIT PATHWAY WITH BATTERY BACK UP LIGHT FIXTURES. / 11111111111111111110 1 -01119.11.1.1j 1-4 roll:Hill II SJI MIN 11 1111111. MINIM EXIT PATHWAY WITH BATTERY BACK UP LIGHT FIXTURES. II tit it6116i16ti6iiIii6IIIIIIii6116i ill ill y11%11111_1-I OVEALL FLOO NORTH SCALE: = 20' WAREHOUSE OCCUPANT LOAD REQURES MIN TWO EXITS. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITED TO DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE AT THE END OF THE EMERGANCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. PLA\ IMMO INV ONO MOM AMIN ORM 61 VI cn NOTE: 1. PAINT ALL WAREHOUSE COLUMNS SAFETY YELLOW FROM FF TO +96” AFF 2. PAINT ALL BOLLARDS AT DRIVE IN DOORS TO BE SAFETY YELLOW. 3. PROVIDE MM80 CONCRETE JOINT FILLER THROUGHOUT WAREHOSE. 0 1503 AZT 06-01-18 DESCRIPTION 0 LJ— CO 06-20-18 06-27-18 aD CO CO REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2'7 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER 1,4 IMIOM Z co CCDz OLT 1-00 70 (1) PIPE 30LLA9 IN CODE SECTION 1015.4, EXCEPTION 4, IN AREAS NOT OPEN TO THE PUBLIC IN GROUPS F,H AND S, GUARDS SHALL HAVE OPENINGS THAT DO NOT ALLOW PASSAGE OF A SPHERE 21" IN DIAMETER. T 1 50'-4" 00R SCH ED J LE: PROVIDE LEVER HANDLES ON ALL DOORS 1,1A,14 3'-0" X 7'-0" STOREFRONT DOOR, ALUMINUM FRAME, EXIT PADDLE INSIDE, KEYED OUTSIDE, CLOSER, MAX. 1/2" THRESHOLD, WEATHERSTRIP (U=0.60) 2-13 3'-0" X 7'-0" H. MTL DOOR INSULATED, H. MTL 15,23,31 FRAME, LOCKSET (INSDIE HANDLE TURNS FREELY 34,52 TO EXIT), 1 1/2 NRP BUTTS, CLOSER, MAX. 1/2" THRESHOLD, LATCH GUARD, DRIP CAP, WEATHERSTRIP (U=0.37) (3,4 ARE 2 HOUR RATED) 16,32,33 14'X16' OVERHEAD DOOR, 2" EPS INSULATION, WEATHERSTRIP, SLIDE LATCH (U=0.27) 18-22,24-30 9'X10' OVERHEAD DOOR, 2" EPS INSULATION, 35-38,41-50 WEATHER STRIP, SLIDE LATCH, WITH DOCK SEALS (U=0.27) DELETE DOOR 49 (SEE BELOW) 39 9'X10' COILING OVERHEAD DOOR, 3/4 HOUR RATED, WEATHERSTRIP, SLIDE LATCH, DOCK SEALS 40 3'-0' X 7'-0" H. MTL DOOR INSULATED FIRE RATED 3/4 HOUR, H. MTL FRAME, LOCKSET (INSIDE HANDLE TURNS FREELY TO EXIT), 1 1/2 NRP BUTTS, CLOSER, MAX 1/2" THRESHOLD, LATCH GUARD, DRIP CAP, WEATHERSTRIP (U=0.37) 53-54 14'X16' COILING OVERHEAD 3 HOUR RATED FIRE DOOR WTH SMOKE ACTIVATION OR CLOSE WITH POWER TOSS TO SMOKE DETECTOR. NOT LIMITED TO 156 SF PER 706.8 EXCEPTION 2. MAX WIDTH OF PROTECTED OPENING IS 25% OF WALL LENGTH = 45' MAX. 56 SAME AS 53,54 BUT TO BE 16'WX16'TALL 51 12'X14' DRIVE IN DOOR, FIX IN DOWN POSITION, LOCK, SEAL OUTSIDE, SIGN "DOOR BLOCKED", TENANT TO FURR 55 DELETE DOOR, FUTURE KNOCK DOOR 11'x16' 28 DELETE DOOR 28' 49 CHANGED TO 3'-0"X7'-0" STOREFRONT DOOR, LOCK, THRESHOLD, CLOSER, WEATHERSTRIP, SAFETY GLAZING 17 DELETE DOOR 17 DOOR 2 TO BE FUTURE OPENING, SOLID CONCRETE NOW ADD MOTORIZED OPERATORS ON DOORS 32,33,27,16,53, \EW SCHEDULE N1,N13 NEW 3'-0"X8'-0" SOLID CORE WOOD,WITH SAFETY GLASS WINDOW STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, HARDWARE GROUP 3 N2 NEW CASED OPENING, 3'-0" X 8'-0" TIMELY PRE FINISHED FRAME N3,N8 NEW 3'-0"X 8'-0" DOUBLE ACTING SOLID CORE WOOD, STAINED, TIMELY PRE FINISHED FRAME, BOMMER HINGES WITH PUSH PLATES EACH SIDE, KICKPLATE HARDWARE GROUP 4 N4-N6 NEW 3'-0" X 8'-0" SOLID CORE WOOD WITH SAFETY GLAZING, STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS N7 NEW 3'-0' X 8'-0" HOLLOW METAL DOOR, PAINTED, TIMELY HOLLOW METAL FRAME, PAINTED, 2 PAIR BUTTS, SAFETY GLAZING iNSULATED), HARDWARE GROUP 2, (U=0.35) N9,N10 NEW 3'-0"X 8'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, HARDWARE GROUP 6 N11,N12 NEW 3'-0"X 8'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAMES, 2 PAIR BUTTS, HAREDWARE GROUP 4 N13 NEW 3'-0"X8'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, SAFETY GLAZING, HARDWARE GROUP 4 N14 NEW 3'-0" X 8'-0" SOLID CORE WOOD DOOR, STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, SAFETY GLAZING, HARDWARE GROUP 2 N15 NEW 3'-0"X8'-0" SOLID CORE WOOD STAINED, TIMELY PRE FINISHED FRAME, 2 PAIR BUTTS, HARDWARE GROUP 1 N16 NEW 3'-0" X 8'-0" HOLLOW METAL DOOR, PAINTED, HOLLOW METAL FRAME PAINTED, 2 PAIR BUTTS, HARDWARE GROUP 2 (U-0.35) HARDWARE GROUPS: HARDWARE SCHLAGE SATURN, LEVER GROUP 1, 2 PAIR HINGES, LOCKSET, CLOSER GROUP 2, 2 PAIR HINGES, LOCKSET, CLOSER, WEATHERSTRIP, SWEEP, KICK PLATES, THRESHOLD, SILENCERS GROUP 3, 2 PAIR HINGES, PASSAGE SET, CLOSER GROUP 4, 2 PAIR HINGES, PUSH,PULL CLOSER, MOP PLATE, KICK PLATE, SILENCERS, WALL STOP GROUP 5, 2 PAIR HINGES, LOCKSET, CLOSER, KICK PLAE, SILENCERS, WALL STOP GROUP 6, 2 PAIR HINGES WITH CLOSER, PRIVACY LOCK, SILENCERS, WALL STOP WALL SCHEDULE: A EXTERIOR FURRED: EXISTING TILT UP CONCRETE WALL, 11.2 RIGID INSULATION CONTINUOUS,NEW, 3 5/8" X 20 GA. STEEL STUD @ 24 TO 12'6" AFF,". R 21 BA' AND + 102" (CENTER LINE)VAPOR BARRIER AND 5/8" GYP BD (U=0.04) Al ABOVE 12'-6" INSTALL 6" R-19 STICK PIN BATT INSULATION WITH FS 25 VINYL TO FACING VAPOR BARRIER TO ROOF DECK (U=0.045) B. FURR AT SPANDREL, EXISTING GLAZED SPANDREL PANEL (U=0.36), 3 5/8" STEEL STUD AT 24" O.C. (ALIGN WITH CONCRETE FURRING), R-21 BATT INSULATION TO FIRST MULLION, VAPOR BARRIER, 5/8" GYP BD (U=0.04) ABOVE WINDOW HEAD, INSTALL 1 AND 1A. PROVIDE 6"X16GA STRAPPING AT +15" AFF TO CL. C. FURRED CONCRETE: EXISTING CONCRETE WALL, FURR LIKE A ONLY TO 10'-6" AFF WITH METAL STRAPPING (U=0.04). ABOVE 10'-6" INSTALL 6" R-19 STICK PIN INSULATION WITH FS 25 VINYL FACING VAPOR BARRIER TO ROOF DECK (U=0.04) D IN FILL: NEW 6" X20 GA STEEL STUD AT 24" O.C., WITH EXTERIOR METAL DOOR TO REMAIN DOWN AND LOCKED, SEAL EDGES, R-11.2 RIGID INSULATION AND 1/2" PLYWOOD, R-25 BATT INSULATION„VAPOR BARRIER, 5/8" GYP BD (ALIGN WITH CONCRETE FURRING. E. SEPARATION WALL: 8"X 20 GA STEEL STUDS AT 24" O.C. FULL HEIGHT TO ROOF DECK WITH DEFLECTION TRACK, 5/8" GYP BD EACH SIDE, R-25 BATT INSULATION, R 11.2 RIDGID INSULATION ON WAREHOUSE SIDE, VAPOR BARRIER ON WARM SIDE (U= 0.026) F. INTERIOR STUD: 3 5/8" X 20 GA STEEL STUD AT 24" O.0 TO 12'-6" AFF, SOUND BATT INSULATION, 5/8" GYP BD EACH SIDE, TWO ROWS OF 6" X 16 GA STEEL STRAPPING AT +57" AND +96" TO CENTER LINE IN SAMPLE ROOM, ADD STRAPPING TO INSIDE AND ADJACENT TO ORDER DESK, PROVIDE WATER RESISTANT GYP BD IN RESTROOMS G. SAME AS F WITHOUT STRAPPING, WATER RESISTANT GYP BD. H. INTERIOR STUD: 3 5/8" X 20 GA STEEL STUD AT 24" 0.C. TO 10'6" AFF, 5/8" GYP BD EACH SIDE, TWO ROWS OF 6"X 16 GA STEEL STRAPPING AT +57" AND +102"AFF, BOTH SIDES OF NORTH WALL, INSIDE EAST AND SOUTH WALLS, 5/8" GYP BD. I RESTROOM WALLS: 3 5/8" GYP BD X 20 GA STEEL STUD AT 24" 0.C. TO 9' AFF (CEILING), WITH 5/8" WATER RESISTANT GYP BD EACH SIDE (INSIDE RESTROOMS), SOUND INSULATE. J PLUMBING WALL: STAGER 3 5/8" GYP BD X 20GA STEEL STUDS AT 24" 0.C. ON 8" STL TRACK SILL PLATE, TO 9'AFF (CEILING) WITH 5/8" WATER RESISTANT GYP BD EACH SIDE, SOUND INSULATE K INTERIOR OFFICE: 3 5/8" X 20 GA STEEL STUD AT 24" 0.C. TO 10'-6"AFF WITH SOUND BATT INSULATION, 5/8" GYP BD EACH SIDE. ROOM FINISH SCHEDULE: EGGSHELL ENAMEL THROUGHOUT, 1 FLOOR: CERAMIC TILE BY AZT BASE: CERAMIC TILE BY AZT WALLS: GYP BD LEVEL 5 FINISH 96" TO 144" CLG: SUSPENDED ACOUSTIC +12' AFF 2,5-7,15 FLOOR: CARPET TILE BASE: 4" RUBBER WALLS: GYP BD PAINTED, LEVEL 5 FINISH CLG: SUSPENDED ACOUSTIC +10' AFF 3,4,13,14, FLOOR: CERAMIC TILE PERMANENT, BY AZT 16,18 BASE: CERAMIC TILE BY AZT WALLS: GYP BD LEVEL 5 FINISH 96" TO 144" LEVEL 5 FINISH IN HALL AND BREAK ROOM CLG: SUSPENDED ACOUSTIC 10' AFF 9-12 FLOOR: CERAMIC TILE PERMANENT BY AZT BASE: CERAMIC TILE BY AZT WALLS: CERAMIC TILE TO +48" AFF BY AZT GYP BD PAINTED ABOVE, LEVEL 5 FINISH CLG: GYP BD PAINTED, LEVEL 5 FINISH 17 FLOOR: EXPOSED CONCRETE SEALED,MM-80 JOINT FILLER BASE: NONE, RUBBER BASE ON BYP BD WALL WALLS: EXPOSED CONCRETE, NO PAINT, PAINT STEEL COLUMNS SAFETY YELLOW TO +96" AFF, GYP BD WALLS, PAINTED, LEVEL 4 FINISH FINISH NOTES: CLG: EXPOSED WOOD ROOF STRUCTURE, NO PAINT 1. ALLOW FOR 1 ACCENT WALL COLOR PER ROOM 2. LEVEL 5 GYP BD FINISH THROUGH OUT EXCEPT BEHIND DISLAYS, +96" TO 144" 3. SUSPENDED ACOUSTIC CEILING TO BE ARMSTRONG 2'X2' PRELUDE 15/16" WITH DUNE TEGULAR 2'X2' TILE 4. CARPET TILE-MOHAWK ICONIC EARTH COLLECTION, DRIFTWOOD GROUND 983 CREAM SLATE -RANDOM INSTALLATION 5. WALL PAINT : MAIN: FRAZEE STERLING COIN 8782W-EGGSHELL ACCENT 1 FRAZEE STONEWALL 8783-EGGSHELL ACCENT 2 DUNN ENDWARDS BULE CHIP 5867-EGGSHELL 6. WAREHOUSE WALL: ICI SWISS COFFEE 2012-EGGSHELL 7. HARD LID CEILINGS: ICI SWISS COFFEE 2012-MATTE 8. HOLLOW METAL DOOR AND FRAMES: BLACK SEMI GLOSS 9. BOLLARDS PIT ANGLES, GUARDRAILS: SAFETY YELLOW -SEMI GLOSS 10. WOOD DOORS: STAIN/LACQUER - SHERWIN WILLIAMS WOOD CLASSICS 3132 BEACHWOOD STAIN, 2 COATS CLEAR COAT. 11. ORDER DESK, COFFEE STATION, PRINTER COUTNER- SHERWIN WILLIAMS, TRICORN BLACK SW6258 SATIN, PROVIDE BLACK LACQUER SAMPLES TO AZT FOR APPROVAL FINISH NOTES:: A. BREAKROOM MILLWORK PLASTIC LAMINATE, VERTICAL SURFACES, WILSON ART ASIAN NIGHT-7949k-18, HORIZONTAL SURFACES-WILSON ART ARDEN PARK CARRERA- Y0371 k-22, BLACK MELAMINE ADJUSTABLE SHELVING. NOTES: 1. NEW HOLLOW METAL DOORS AND FRAMES TO BE PAINTED BLACK 2. DOOR WINDOWS TO BE 24" X 36"SAFETY GLAZING IN METAL FRAMES THAT ARE FACTORY PAINTED TO MATCH TIMELY DOOR FRAMES. 3. 18" WIDE FULL HEIGHT SIDE LIGHTS AT OFFICES AND BREAKROOM TIMELY FRAMES 4. TIMELY PER FINISHED FRAMES TO BE ALUMATONE FINISH SC108 5, SOLID CORE WOOD DOORS TO BE "HALEY" ROTARY CUT WHITE BIRCH, SHERWIN WILLIAMS "WOOD CLASSICS" 3132 BRICHWOOD SATIAN, 2 COATS CLEAR SEALER,PROVIDE STAIN SAMPLES TO AZT FOR APPROVAL 6. LOCKSETS AND PASSAGE SETS TO BE SCHLAGE AL SERIES, SATURN LEVER SATIN. 7 DOORS 1,1A,N1,N3,N5,N8,N9,N10 WILL HAVE TRANSITION THRESHOLDS BETWEEN SLIGHTLY UNEVEN FINSIH FLLOR HEIGHTS. COORDINATE WITH AZT INSTALLATION CREW. SOME FIELD ADJUSTMENT, OR FIELD CUTS COULD BE NECESSARY AT UNDER SIDE OF DOOR, OR AT THE FRAMES AT THESE LOCATIONS. ADD 6" STRAPPING P WALL TYPE F ER ELECT 8' - 4" 000 0 FLOOR PLAN NOTES: 1. SHOWROOM FACEPLATES, OUTLETS A SWITCHES,AND ORDER DESK TO BE BLACK. 2. BOLLARDS TO BE LOCATED AT ALL DRIVE I ND DRIVE THROUGH DOORS, PAINT SAFETY YELLO 3. PROVIDE 4'X8' FIRE RATED PLYWOOD BACK BOARD ' IT CLOSET ACCESSIBLE ENTRY EXIT PATHWAY WITH BATTERY BACKED UP LIGHT FIXTURES. SHOWROOM ALLIGN WALLS AND FURRING PROVIDE WOOD BACKING IN WALL TV MONITOR, CENTERLINE + 52" AFF SEE BLOW UP SHEET T-3 WINDOW SCHEDULE: EXISTING STOREFRONT INSULATED GLAZING AND THERMAL BROKEN ALUMINUM FRAMES U=0.036 W1 NEW ALUMINUM STOREFRONT TO MATCH EXISTING (U=0.36) SAFETY GLAZING PER CODE. W2 NEW 8'X4'-6" +42" AFF INSULATED GLAZING IN TIMELY PER FINISHED FRAME W3 NEW 18" FULL HEIGHT SIDE LIGHTS IN TIMELY FRAMES, SAFETY GLAZING SAMPLE ROOM OFFICE HOWATER TANK FULL SIZ ELEVA I STAND AND OVER FL PIPED TO OOR DRAIN. NORTH OFFICE FLOO PLA\ SCALE: 1/8" = 1'-0" OFFICE oW RR ADA OFFICE 9 TWO EXITS. EXIT PATHWAY WITH BATTERY BACKED UP LIGHT FIXTURES. ORDER DESK n OFFICE COFFEE STATION 5'-0" / OPEN OFFICE 15 W3 BREAKROO SF @ 1/100 = 98 OC PANTS, WAREHOUSE 17 EVIEVVED FOR DE COM DLIANCE APPROVED SEP/7 2018 City of Tukwila ILDING DIVISION ECEIVED CI TUKWILA SEP 1 118 PERMIT CENTER 1503 AZT W 0 ct a_ 06-01-18 DESCRIPTION SUBMIT FOR REVIEW SUBMIT FOR PERMIT 06-20-18 06-27-18 N-rn rnIn CO 00 N co d- N 0 z ox 1< a-w 0 Q.) I. 0 0 IMPROVi,ME\T H T- L ., CERAMIC TILE FULL HEIGHT FULL WIDTH k1IRROR .� CERAMIC TILE BASE RESTROOM-ELEVATIONS-RR-1 2 0 PAINTED GYP BD HEIGHT, TYP. TYP. TOILET PARTITIONS CERAMIC TILE 4' WAINSCOT TYP. TOILET PAPER DISPENSER LOCATION — CERAMIC TILE BASE RESTROOM-ELEVATIONS-RR-1 2 GRAB BARS FOR DIMENSIONS AND NOTES SEE SINGLE RESTROOM PAINTED GYP BD HEIGHT, TYP. O a o CERAMIC TILE 4' WAINSCOT TYP. CERAMIC TILE BASE PAINTED GYP BD HEIGHT, TYP. r. NOTE: NO OTHER FIXTURES PERMITTED IN THIS AREA 54" �►� 40 111 iLimk7r I, VERTICAL GRAB BAR 5' DIA. TURNING RADIUS MOUNT ALL ACCESSORIES AT +40" AFF TO OPERATING LOCATION RESTROOM PLAN IS GENERIC FOR NOTES AND DIM. RESTROOM-TYPICAL-NOTES SCALE CERAMIC TILE 4' WAINSCOT TYP. CERAMIC TILE BASE CERAMIC TILE FULL HEIGHT PAINTED GYP BD / \ / / CERAMIC TILE 4' WANSCOT TYP. wa �w� `Q` 'Q` ES -ROOM \OTES: CERAMIC TILE BASE INSULATE HOT WATER AND DRAIN PIPES, TYP. CERAMIC TILE FULL HEIGHT PAINTED GYP BD 3'-6" 2' 18 %oo 18 18 TOILET PAPER DISPENSER LOCATION 5' MIN CLEAR i i SINGLE-RESTROOM-ELEVATIONS SCALE PAINTED GYP BD HEIGHT, TYP. 0 4 CERAMIC TILE 4' WAINSCOT TYP. V 1. ALL TOILET ACCESSORIES TO BE MOUNTED AT +40" TO OPERATING FUNCTION 2. FLUSH HANDLE TO BE ON WIDE SIDE OF TOILET ROOM 3. INSULATE WASTE AND WATER AT SINK 4. GRAB BARS ARE TO BE 1 1 /4" DIA STAINLESS STEEL KNURLED 5. MOUNT GRAB BARS 1 1 /2" FROM WALL 6. PROVIDE TOILET PAPER HOLDER (DUAL), MIRROR, GRAB BARS, SEAT COVER DISPENSER, SURFACE MOUNTED TOWEL DISPENSER 7. PROVIDE A HOT WATER TANK IN JAN, RECIRCULATING SYSTEM FOR HOT WATER.. 8. EXHAUST FAN TO EXHAUST TO OUTSIDE, TIMER SWITCH 9. COUNTER TOPS TO BE INSTALLED AND PROVIDED BY AZT. 10. AZT TO PROVIDE AND INSTALL WAINSCOT TILE, BASE AND FLOOR TILE 11. MIRROR PROVIDED AND INSTALLED BY AZT, MAX. 40" AFF TO REFLECTIVE SURFACE 12. TOILET COMPARTMENTS TO BE WILSONART BLACK 1595 13. ACCESSORIES TO BE BOBRICK SURFACE MTD PAPER TOWEL DISPENSER, WASTEBASKET, GRAB BARS, TIOIT PAPER DISPENSER, NAPKIN DISPOSAL, TOILET SEAT COVER DISPENSER BY GC. AZT WILL PROVIDE SOAP DISPENSER, AND MIRRORS. CERAMIC TILE BASE TOILET PAPER DISPENSER LOCATION — RESTROOM-ELEVATIONS-RR-11 SCALE 13'-9 .1" 48"X60" LATCH APPROACH, PULL SIDE 48"X60" LATCH PPROACH, P�. SIDE 60"X60" CLEA SPACE PAINTED GYP BD HEIGHT, TYP. CERAMIC TILE BASE ELEVATION PAINTED GYP BD HEIGHT, TYP. — PAINTED GYP BD HEIGHT, TYP. ♦ CERAMIC TILE 4' WAINSCOT TYP. ♦ CERAMIC TILE BASE NOTE: ELEVATIONS SHOWN ARE FOR RR 10. RR 9 SIMILAR , CERAMIC TILE20. 4' WAINSCOT TYP. CERAMIC TILE BASE ELEVATION ES-ROOV 3LOW UP PLA NORTH SCALE: 1/4" = 1'-0" PAINTED GYP BD HEIGHT, TYP. CERAMIC TILE 4' WAINSCOT TYP. CERAMIC TILE BASE 0FD REVIEWED FOR COMPLIANCE ROVED -48"X60" L TCH APPROACH PULL SIDE SEP 2 Ltig CITY OF TUKWILA City of Tukwila BUILDING DIVISION SEP 11 2010 PERMIT CENTER 1503 AZT F- 0 W O c 0 DRAWN BY H 06-01-18 DESCRIPTION SUBMIT FOR REVIEW SUBMIT FOR PERMIT W 0 06-20-18 06-27-18 CO CO 0 0 N N T U LE 0 T 3 l RINK N / i• TIE INTO EXISTING 4" CLEAN OUT // 1I2" NW C1� UTILITY SINK I\ UTILITY SINK N `LAV \12 �. 112_HW•CPRrL� . LAV N N S AV LAV. N LAV WC DRINKING FOUNTAIN � L�RL• ' \I2 / LAV '2• Z/ • \ u N ri • A-. \mac 6w• 'S1t`G3, c� Z/ N LLLAV WC� WC U WC ly FD \ WC N Cl T WC WC TRAP MI"ER ...i. DRINKING FOUNTAIN y +f� \ \"� 1 Z%I / WC U N WC VI N N GH• . /a, \� HOT WATER CIRIC UMP 0 \ r EXPANSION TANK 3/4" RELIEF LINE TO FULL SIZE DRAI TO HUB DRAIN R-I0 RIDGID FOAM INSULATING PAD URN N WC WC 11/ \ URN` WC FD , 3• WATER HEATER DETAIL SCALE: NONE *ALL WTR CLOSET TO BE 3" WASTE *ALL DRAINS TO SINKS. TO BE 2" WASTE WITH I-I/2" TRAP ARMS *CLEAN OUTS PER CODE TIE INTO EXFS-TJG 4" CLEAN OUT - �( IXING VALVE LAV, V. SEISMIC RESTRAINTS PER U.P.0 / I > MOP SINK FD IN SINK I\ SINK REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2018 City of Tukwila BUILDING DIVISION N General Notes No. Revision/Issue Date Firm Name and Address STATE MECHANICAL 8706 S 222ND ST KENT, WA 98031 Project Name and Address ARIZONA TILE 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 RECEIVED CITY OF TUKWILA SEP 11 2018 PERMIT CENTER