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Permit PG10-009 - WESTFIELD SOUTHCENTER MALL - PHARMACITY
PHARMACTTY 1368 SOUTHCENTER MALL PG1O-009 Parcel No.: 9202470010 Address: Suite No: City M' Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT 1368 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG 10 -009 04/26/2010 10/23/2010 Tenant: Name: PHARMACITY Address: 1368 SOUTHCENTER MALL, STE 130 , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Phone: Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 Contact Person: Name: BILL BEEBE - NADEL ARCHITECTS Phone: 310 - 826 -2100 Address: 1990 S BUNDY DR 4TH FLOOR , LOS ANGELES CA Contractor: Name: WILLIAMS MECHANICAL INC Address: 3903 SMITH AV , EVERETT WA Contractor License No: WILLIMI088PA Phone: 425 303 -0828 Expiration Date: 10/01/2011 DESCRIPTION OF WORK: NEW SEWER & GREASE PIPES, INCLUDING VENTING, NEW WATER & GAS DISTRIBUTION; INCLUDES INSTALLATION OF ONE REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) INSIDE THE ADJACENT TENANT SPACE FOR PHARMACY IN- PREMISE ISOLATION. Value of Plumbing /Gas Piping: $8,000.00 Uniform Plumbing Code Edition: 2006 Fees Collected: $127.31 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND OUANTITY Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 0 Food -waste grinder, commercial 0 Floor drain 0 Shower, single head trap 0 Lavatory 1 Wash fountain Receptor, indirect waste 0 Sinks 1 Urinals 0 Water Closet 1 0 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and /or vent 0 Industrial waste treatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treatment equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving (1 -5) inlets /outlets for a specific gas 1 Medical gas piping (6 +) inlets /outlets 1 Gas Piping Gas piping outlets (0 -5) 0 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -7/07 PG10 -009 Printed: 04 -26 -2010 City oNukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us 1 Permit Number: PG 10 -009 Issue Date: 04/26/2010 Permit Expires On: 10/23/2010 Permit Center Authorized Signature: to,,a Date: I hereby 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 pe o • ance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Date: (0 Signature: Print Name: (4y./ C 3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -7/07 PG10 -009 Printed: 04 -26 -2010 Parcel No.: 9202470010 Address: Suite No: Tenant: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS 1368 SOUTHCENTER MALL TUKW PHARMACITY Permit Number: Status: Applied Date: Issue Date: PG 10 -009 ISSUED 01/26/2010 04/26/2010 1: ** *PLUMBING AND GAS PIPING * ** 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: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: The Reduced Pressure Principle Assembly (RPPA) shall be installed per manufacturers specifications. 15: Upon installation the backflow devise shall be tested by a certified tester. Thereafter annual tests shall be performed at owner's expense, and copies of test results shall be provided in a timely manner. doc: Cond -10/06 PG10 -009 Printed: 04 -26 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 6 (74-,.,,Q 'e- Date: t(--)-( ^/ doc: Cond -10/06 PG10 -009 Printed: 04 -26 -2010 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /ww w. ci. tuklt'ila. li'a. its Building Permit No. 0-0 Mechanical Permit No Plumbing/Gas Permit No. Public Works Permit No. Project No. -. (For office use only) 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 Address: /34'8 SD Tenant Name:_ King Co Assessor's Tax No.: �� %to% Suite Number: Floor: Property Owners Name: u/�rn Mailing Address: 11401 A11G. New Tenant: Yes ❑ ..No City PERSON - Who do we contact when your permit is ready to be issued State ,ab Zip Name: /11L Day Telephone: �i D r !.46 '2) Da Mailing Address: /',a �� 5V�F l .�..��,,�� ��JJ /r�� ^ City State Zip E -Mail Address: F 7Sa-e> fl4 lam/ /" / Fax Number: 3j - 8Z1:,-2`)P3 2- GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: -re Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD -All plans must be wet stamped by Architect of Record Company Name: Y•4} l Mailing Address: 191 0 L1. B UF�I p Contact Person: E -Mail Address:�� City State Z/ip Day Telephone:. J D�'48 2>6�- �-/ Da � 4.1**/ Fax Number: 31 ENGINEER OF RECORD - All plans must be wet stamped byEngineer of Record Company Name: Mailing Address: Ny - j►g-zo `yg m '1 9173) Contact Person: /v` )L�41L kiAN4 E -Mail Address: %488 ro 1 _ H:Wpplications\Ponns- Applcarions On Line \2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh one ) City State Zip Day Telephone: 4)48 187- Fax Number: 148 809 2 Page 1 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: 1-69 Contact Person: E -Mail Address: Contractor Registration Number: City State Zip Day Telephone: Fax Number: Expiration Date: Valuation of Project (contractor's bid price): $ 6D0 0 to) of Work (please provide detailed information): 4erarleff Lv yN6� T W , 'r ,716 Building Use (per Intl Building Code): 1 i1 vV CW 1 Occupancy (per Intl Building Code): it4 Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty_ :: Fixture Type:. Qty: Fixture Type: Qty . Fixture Type Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory \ 1 Wash fountain Receptor, indirect waste Sinks ) Urinals Water Closet ) Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets ri-1/0•44/7'y H:\Applications \Forms - Applications On-Line \2009 Applications 1-2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 PERMIT : APPLICATION NOTES `- Applicable to all'permlts m this application Value of Construction — In all cases, a value of construction amount should be entered, by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: A/ (��� Print Name: L L // _ �'y"!� v'/ Mailing Address: 1. Day Telephone: Lb City Date: 3JO -826-0)vo d_ — "0.", State Zip Date Application Accepted: Date Application Expires: Staff Initials: H:\Applications\Fottns- Applications On Line \2009 Applications \1 -2009 - Permit Application.doe Revised: 1 -2009 bb Page 6 of 6 City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R10 -01141 Initials: WER Payment Date: 06/24/2010 User ID: 1655 Total Payment: 693.00 Payee: ALAN G REEVES SET ID: 0624 SET NAME: SEAFOOD CITY REVISIONS SET TRANSACTIONS: Set Member Amount D10 -022 D10 -023 M10 -010 M10 -011 PG10 -007 PG10 -009 TOTAL: 378.00 63.00 63.00 63.00 63.00 63.00 378.00 TRANSACTION LIST: Type Method Description Payment Credit C VISA ACCOUNT ITEM LIST: Description TOTAL: Amount 693.00 693.00 Account Code Current Pmts BUILDING INVESTIGATION MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.800 378.00 000.322.102.00.0 126.00 000.345.830 63.00 000.322.103.00.0 126.00 TOTAL: ., -_ -- 693.00 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http.• / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: PG 10 -009 Address: 1368 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/26/2010 Applicant: PHARMACITY Issue Date: Receipt No.: R10 -00702 Payment Amount: $101.85 Initials: WER Payment Date: 04/26/2010 10:29 AM User ID: 1655 Balance: $0.00 Payee: SEAFOOD CITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1028 101.85 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 101.85 Total: $101.85 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -26 -2010 Cil?of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. 'u kw ila. wa. us SET RECEIPT RECEIPT NO: R10 -00124 Initials: WER Payment Date: 01/26/2010 User ID: 1655 Total Payment: 1,260.40 Payee: TSP FIRST HEALTH LLC SET ID: 0126 SET NAME: PHARMACITY SET TRANSACTIONS: Set Member Amount D10 -023 1,108.50 EL10 -0057 66.13 M10 -011 60.31 PG10 -009 25.46 TOTAL: 1,108.50 TRANSACTION LIST: Type Method Description Amount Payment Check 1026 1,260.40 TOTAL: 1,260.40 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.322.100 000.345.832.00.0 000.345.830 TOTAL: 12.34 66.13 1,181.93 1,260.40 PAYMENT REOFIVED INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT U Pro' I Type of Inspection: Address: Date Called: ex 7Dy 2P /D ■ .11—, Special Instructions: tT Date Wanted: a.m. P.m. Requester: - 10E44 . Phone No: Opproved per applicable codes. ElCorrections required prior to approval. COMMENTS: ■ .11—, ../Zd 2 -1t LAC:L.. • —h 4 Inspector: Date ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p6((), Od Project: - D V�G��(1 ( t Type of Inspecti n: �` ) tr itl Address: / 13GeSLm i Date Called: 6f d�.� u Jr1 Special Instructions: Date Wanted: / (D 2.--"--14..) ,m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: O (Af J A- P% v k !J Inspector: n� Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: rtv��.rt1.. ✓. ...r:�W1- '...r'a »__tea c_.... w..�.'?...._r,._l. _.- ....»N. .. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ?Go -adq PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Rk 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' , ( Type of Inspection: Address: 13 to g 5c._. M/-)1 Date Called: Special Instructions: / Date Wanted a.m. Requester: r J - Phone 16, -- 12 --(92..(c Approved per applicable codes. U 'Corrections required prior to approval. COMMENTS: J I'D a "i C a-t , D(-6U ej S : BAT-Gc Pi (I O r J - W;(( It ov , ett (r Ut A`LS lir,rotl2in /o or . n Insp((tor: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 2.4-140 Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit Pt��o -obq PERMIT NO. Project: 1hGtnil/laCr Type of Inspection:. 4 W Fch,L( Address: (3G5 S- G. tea.,(( Date Called:, t , 0 Special Instructions: Date Wanted: -7(al R p.m. Requester: Phone No: 41(6 - 812-0 -15— ElApproved per applicable codes. 1=1 Corrections required prior to approval. COMMENTS: Ftvudcd4 Inspector: Date: 7/1((o LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: CE �N FILE COPY KOHLER® KINGSTONTM Features • Vitreous china • Wall -mount • With hanger • With overflow • ADA compliant • Drilled for concealed arm carrier • Optional soap dispenser hole on left ( -L) or right ( -R) • 8" (20.3 cm) centers, 4" (10.2 cm), centers or single hole • 21 -1/4" (54 cm) x 18 -1/8" (46 cm) Codes /Standards Applicable Specified model meets or exceeds the following: • ADA • ASME A 112.19.2/CSA 845.1 • ICC /ANSI A117.1 Specified Model WALL -MOUNT LAVATORY K -2005 ALSO K -2006, K -2007 ADA C11yR� V p LA arK 012010 Colors /Finishes pERANrcE • 0: White • Other: Refer to Price Book for additional colors /finishes Accessories: • CP: Polished Chrome • Other: Refer to Price Book for additional colors /finishes Model Description Colors /Finishes K -2005 Lavatory with 4" (10.2 cm) centers less soap dispenser hole 0 0 LI Other K- 2005 -L Lavatory with 4" (10.2 cm) centers with soap dispenser hole on left O 0 0 Other K- 2005 -R Lavatory with 4" (10.2 cm) centers with soap dispenser hole on right 0 0 0 Other K -2006 Lavatory with 8" (20.3 cm) centers less soap dispenser hole 0 0 0 Other K -2007 Lavatory with single hole less soap dispenser hole 0 0 ❑ Other K- 2007 -L Lavatory with single hole with soap dispenser hole on left 0 0 _ _ _ 0 Other K- 2007 -R Lavatory with single hole with soap dispenser hole on right 0 0 0l Recommended Accessories /R�yEV COD =. COMPLIAN K -8998 P -Trap ❑ CP Al 1 A^ "U", D APR 2 2 2010 Product Specification The lavatory shall be 21 -1/4" (54 cm) in length and 18 -1/8" (46 cm) in width. Lavatory shall be ma e v shall be wall- mounted with hangers. Lavatory shall have 8" (20.3 cm) centers (K- 2006), 4" (10.2 c ) hole (K- 2007). Lavatory shall have overflow. Lavatory shall be ADA compliant. Lavatory shall be ru carrier. Lavatory shall have optional soap dispenser hole left ( -L) or right ( -R). Lavatory shall be Kohler Model K- Ci •.f TU ila concne e or ea ed arm Page 1 of 2 116611 -4 -CH USA/Canada: 1- 800- 4KOHLER CORRECTION (1-800- 456 -4537) www.kohler.com LTR # o 04—D KINGSTONTM Technical Information Lavatory is ADA compliant. ADA Fixture ": Basin area 16" (40.6 cm) x 10" (25.4 cm) Water depth 3 -1/8" (7.9 cm) Drain hole 1 -3/4" (4.4 cm) D. * Approximate measurements for comparison only. Holes K -2005 K -2006 K -2007 Spout 1 -1/4" (3.2 cm) D. 1 -3/8" (3.5 cm) D. 1 -3/8" (3.5 cm) D. Faucet 1-1/4" (3.2 cm) D. 1 -3/8" (3.5 cm) D. NA Soap dispenser 1 -1/4" (3.2 cm) D. NA 1 -1/4" (3.2 cm) D. Included component: Hanger 64839 Concealed Arm Hole Location K -2006 1/2" (1.3 cm) 2" (5.1 cm) 4" (10.2 cm) ff 4" (10.2 cm) lit 3 -3/4" (9.5 cm) Faucet Holes Installation Notes Install this product according to the installation guide. For commercial installation a concealed arm carrier is required, and is NOT supplied by Kohler Co. 1 -1/4" (3.2 cm) D. 17 -1/4" ) 1 -1/4" (3.2 cm) D. Leveling Screw Locking Device Hole 21 -1/4" (54 cm) Hole 8 -1/4" (21 cm) 33-1/4" (84.5 cm) 29-1/8" (74 cm) `_ 3/8" n Hot 12" 5" (12.7 cm) (30.5 cm) 4 -3/8" (11.1 cm) 3/8" Cold 1 -1/4" OD 4 (10.2 cm) Standard Installation 7 -1/4" (18.4 cm) 12 -7/8" (32.7 cm) 18 -1/8" (46 cm) 34" (86.4 cm Max 27" (68.6 cm) Min 18" 1(20.3`crh) it Min 6" (15.2 cm) Max \� 9" (22.9 cm) Min Recommended ADA Installation 4 -1/4" (10.8 cm) 31" (78.7 cm) Product Diagram 4 -1/4" (10.8 cm) K -2005 4" (10.2 cm) -R 4 -1/2" (11.4 cm) K -2007 4 -3/8" (11.1 cm) -R wwila • 3 -3/4" (9.5 cm) T3 -3/4" 1(9.5 cm) KINGSTONTM WALL -MOUNT LAVATORY Page 2 of 2 116611 -4 -CH THE O BOLD LOOK KOHLER. CO BUI FILE COPY back f low preventers F!I APR 21 ZULU Series 909 TUKWILA PUBLIC WORKS "Engineered for High Cag aeittis Reite r When you buy a safety valve you certainly want the safest one. Series 909 protects against back - siphonage and backpressure with both checks fouled. Elementary hydraulics and applied mechanics give us the reduced pressure principle backflow preventer which protects against . backflow by maintain- ing a reduced pressure downstream of the drinking water supply. (Water in a low pressure zone cannot flow to a higher pressure zone.) When the supply line pressure drops to a vacuum (pressure less than atmospheric), it is impossible to maintain a reduced pressure zone. Backflow /back - siphonage protection then can only be achieved by allowing air to enter and break the vacuum. With the vacuum under control, the siphonage effect ceases and the potentially dangerous polluted or contaminated water is then drained out of the relief valve before it reaches the water supply (see Figure 3). Vacuum relief is most important should the spring loaded checks become fouled (see Figure 4) during a reversal of flow which can displace debris. Back - siphonage through a reduced pressure principle assembly requires some method of preventing the vacuum from forming. Allowing the air to enter, which breaks the vacuum, which caused the siphon, is necessary for the water to safely discharge, i.e., Air- in/Water- -out Concept (see figures 1 and 2). The valve has two channels; one for air -in to relieve vacuum, one for water -out for protection of the water supply. When the relief valve opens, one channel admits air to the top of the reduced pressure zone; the other channel then drains to atmosphere. The principle Is simple. Watts 909 series is the only backflow preventer to provide so much valve and so much protection. watts regulator • backflow products division Flg.1 Illustrating the simple Fig. 2 Schematic of Watts Series 909 'How it works' . RELIEF VALVE < REDUCED 4•. PRESSURE ZONE ; �,�, ;,..,' ri.it: e. ti ._ ;:r.' r ) Air - in/Water -out principle. Basic Air-In/Water -out Principle of REDUCED PRESSURE ZONE t 1 1 1 AIR -IN for vacuum relief WATTS No. 909 Reduced Pressure air ar► A Baddlow Presenter 1 II i WATER -OUT for protection of sate water li Patent 4,241752 , Is•i FI d WATER -OUT ' AIR -IN Fig. S ■�' Back Siphonage tI i IEWED FOR �i . COMPLIA re�� f �y�..� J ) ) , • 1st Check ♦ J " �- Air Enters Fig. 4 1st Ch k �i Back Siphonage el 1� and Back Pressure ii-.0) �� Check with Both Checks Fouled . . , r�� `v 1�_ W.J "� raid -m NEGATIVE .- J • ti frN r BACK SUPPLY PRESSURE ~ ` ' nv • p filE SU ;�` ESSURE PSI ! R 2 2 20,x" J--� -ow I R��re ) � • A • Zone r--- Spring -� Reduced .� I PressNn, t rf i *v4 ` r. ..r :::., ., 14 '41 1. in Check Foaled t Of Tu kW] ING MILL - — l • <<_� T' r3�- ., CM i �4 , loaded _, tad checks 9/MEG-OUT •• AIR-IN for protection of sate water for vacuum relief NrairrewmararareavellWri Valve Vent Part watts regulator • backflow products division • • 0 Series 009QT e/4" - 25 Reduced pressure zone (RPZ) backflow ',rewriters • Designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. Protection from health hazard cross- connections or containment at the service line entrance. • For continuous pressure use; protects against both back siphonage and backpressure backflow. Specifications • Sizes: 1/4" - 2 (8-50 mm), NPT female connections, quarter -turn, full port, resilient seated bronze ball valve shutoffs (Model 009QT). • Sizes' /," - 1" (8 -25 mm) have tee handle shutoffs, Sizes 11/4" - 2" (32 -50 mm) have lever handle shutoffs. • TWO in -line, independent check valves with intermediate relief valve. • Standard ball type test cocks. Flow Charts see page 35. Dimensions /Wgts. Features • Internal relief valve for reduced installation clearances • Captured springs • Line sized checks reduce potential fouling • Servicing without special tools • Top access, single cover • TWo in -line independent check valves with intermediate relief valve • Standard ball type test cocks For additional information, request ES -009. For information on Air Gaps and Vent Elbows see page 34 or request ES-AG/EL. For WattsBox Enclosures, request ES -WB and ES -WB-T 009Qp y4" Options add Suffix: HC - with fire hose connections (female hose swivel x male NST) QT - with quarter -turn, full port, resilient seated ball valve shutoffs S - with bronze strainer LF - without shutoffs AQT - elbow fittings for 360° rotation (3/4" - 2 "only) PC - with internal Polymer Coating LH - with locking handle ball valves (open position) SH - with stainless steel ball valve handles add Prefix: C - with clean and check strainer (3/4 and 1" only) U - union connections (Send for ES- U009AQT for more information) SS - with 316 stainless steel backflow preventer and ball shutoffs Order Model No. § Size (ON) In. mm A '8 C D L M N In. mm In. mm In. mm In. mm In. mm In. mm In. mm 009QT 009QT 009QT 009M3QT 009M2QT 009M20T 009M2QT 009M20T 62098 62096 62094 63030 63020 62920- 62921 63010 '/4 8 % 10 'r 15 % 20 1 25 1% 32 1'/i 40 2 50 10 250 10 250 10 250 10% 273 16% 425 17% 441 17% 454 21% 543 4% 117 3% 86 11/4 32 51/2 140 - 4% 117 3% 86 11/4 32 51,4 140 - 4% 117 3% 86 11/4 32 51/2 140 - 5 127 314 89 11/2 38 63A 171 - 5'/ 140 3 76 21 64 91/2 241 - 6 31/2 -89- 21/2 - 64 -11 % -289 - 6 150 31/2 89 21/2 64 11% 283 - 734 197 41/2 114 31/4 83 131 343 - 009QT S 62181 0090T S 62180 009QT S 62095 009M30T S 63031 009M2QT S 63021 009M2QT S 62950 009M20T-S 62952 009M20T-S 63011 % 8 % 10 '/z 15 %. 20 1 25 1% 32- 1'/4 40 2 50 10 250 6 10 250 6 10 250 6 1034 273 61/4 1634 425 734 17% 441 734 17% 454 734 21% 543 81/4 150 150 150 159 197 197 197 210 3% 3% 3% 3'r4 3 3/ 3'/i 4/ 86 86 86 89 76 89 89 114 32 32 32 38 64 64 64 83 5'r4 140 514 140 51 140 6% 171 9/ 241 11% 289 11% 283 13' 343 2% 60 21/2 64 2% 60 21/2 64 2% 70 21/4 57 3% 81 213 70 334 95 3 76 4%s 113 3/ 4% 124 4 102 5'5Ae 151 5 1 §- Contact your local Watts Agent or call Customer Service (978) 689-6066 for other models/order numbers or refer to PL-WR. 'B dimension Is from the lowest part of the valve (the relief port) to the highest part of the gate/ball valve shutoff. watts regulator • backflow products division Weight lbs. kg. 4.50 2.0 4.50 2.0 4.50 2.0 5.75 2.6 12.25 5.6 14.62 6.6-- 16.32 7.4 30.00 13.6 5.50 2.5 5.50 2.5 5.50 2.5 7.75 3.5 - 15.25 6.9 20.19 9.2 20.32 9.3 liE3eLirED APR 21 101 TUKVVILA - PUBLIC WORKS 7 From: "Bill Beebe" <bbeebe @nadelarc.com> To: "Joanna Spencer" <jspencer @ci.tukwila.wa.us> Date: 04/21/2010 2:37 PM Subject: RE: Pharmacity PG10- -009 Attachments: WATTS BFP CUT SHEET 2.pdf Joanna, Here is the preceding page and the sheet you may have. The next page (8) is another device. That's all we have from the catalog book. Will this suffice? What is the status of the last 2 plumbing permits? Did I answer all your questions yesterday? Bill Original Message From: Joanna Spencer [mailto:jspencer@ci.tukwila.wa.us] Sent: Wed 4/21/2010 1:59 PM To: Bill Beebe Subject: RE:Pharmacity PG10- -009 Bill, I'm ready to approve Pharmacity, however I need the remaining pages of of the backflow cut sheet(s). All I have is the 1st page, the rest is missing. Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 phone: 206- 431 -2440 fax: 206 - 431 -3665 jspencer @ci.tukwila.wa.us • Allen Johannessen Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # PG10 -009 In reference to Pharmacity located at 1368 Southcenter Mall Suite #130 Tukwila, WA 98188. Response to Comment #1: See P -0.2, revised water calculation reference code to 2006 Uniform Plumbing Code (UPC). Response to Comment #2: See updated sheet T -1.0, clarified plumbing fixture calculations. Calculation provided for entire Seafood City Marketplace space which includes Seafood City market (D10 -022 & PG 10 -008), Valerio's Bakery (D10-019 & PG 10 -006), Pinoy Kitchen (D10-021 & PG 10- 007, and Pharmacity (D10 -023 & PG 10 -009). Pharmacity (suite #130) is providing staff only toilet room in addition to required toilet facilities. Response to Comment #3: See updated sheet A -1.2, revised restroom plan and elevation to comply with ADA codes. Also updated restroom keynotes. Response to Comment #4: See clarified details #1 & 2/A -1.5, provided restroom and lavatory dimensions. Also see attached lavatory cut sheet for additional clarification. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File • • Joanna Spencer Public Works Department City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # PG10 -009 In reference to Pharmacity located at 1368 Southcenter Mall Suite #130 Tukwila, WA 98188. Response to Comment #1: See civil drawing sheets D -1.0, C -3.0 & C -5.0 — civil drawing replaces sheet AR -1.2 Response to Comment #2: Refer to sheet P -2.0 and attached cut sheet of backflow device. Response to Comment #3: Refer to sheet P -2.0, we are going to use the floor sink under the ice machine /soda dispenser +/- 7' away — in Pinoy Kitchen. Response to Comment #4: See sheet P -2.0 note #3, clarified keynote "read" Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 23, 2010 Bill Beebe Nadel 1990 S Bundy Dr 4th Los Angeles, CA .90025 RE: Correction Letter #2 Plumbing /Gas Piping Permit Application Number PG10 -009 Pharmacity —1368 Southcenter Mall, Ste 130 Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: PG 10 -009 W:\Per,nit Center \Correction Letters \2010\PG10 -009 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 19, 2010 Project Name: Pharmacity Permit #: PG10 -009 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Sheet P -0.2 Water Calculations reference 2007 CPC. Revise calculations and title block to show compliance with the current 2006 Uniform Plumbing Code (UPC). 2. Plumbing fixture calculations on the cover sheet indicates complying with Washington State (WS) Amendments of 1 fixture for each 500 occupants; which not the adopted WS amendments. WS Amendments read for Mercantile, 200 sq. ft. per person. Please revise plumbing fixture calculations or remove the table. (IBC Table 2902.1 WS Amendments Group M) 3. Restroom details on sheet A -1.2 #1 show grab bars located on the incorrect wall (angled wall). In addition, an 18inch vertical bar shall be located between 39 and 41 inches from the rear wall. Grab bars shall be provided on the rear wall and on the side wall closest to the water closet. Revise all relative plans to show grab bars meet ADA codes. (2003 ANSI 604.5 & 604.5.1) 4. In the unisex bathroom, the dimension between door and sink is insufficient to meet the accessible maneuvering clearance for entering or exiting the restroom. Per figure 404.2.3.1, the least amount of space between the wall and the sink shall be 42 inches, *48 inches if a closer is provided. Please revise the detail and floor plan to provide sufficient clearance to meet accessible maneuvering requirements. (2003 ANSI 404.2.3 & Table 404.2.3.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. V PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 23, 2010 PROJECT: Pharmacity 1370 Southcenter Mall, Ste 130 PERMIT NO: PG 10 -009 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Sheet AR -11.2 shall be revised and shall match the civil site plan, which also needs to be corrected and included in your revision resubmittal, see attached markups. 2) Due to the nature of the pharmacy business a Reduced Pressure Principle Assembly (RPPA) shall be installed as a backflow devise for cross - connection control in- premise isolation to protect the other tenants. You have added a general callout note on sheet P -2.0, however you did not specify the size, manufacturer, model number and you did not include the RPPA cut sheet. Please make sure that the backflow is from the WA State Department of Health Backflow Prevention Assemblies Approved for Installation in Washington State list. 3) RPPA requires a drain line because the device spits. On sheet P -2.0 please locate the drain to accommodate the RPPA. Please contact Mike Cusick, PE, PW Senior Water Sewer Engineer at (206) 431 -2441 if you have questions regarding this requirement. 4) On sheet P -2.0 please explain what RAD in note 3 means. H: Joanna/PG10 -009a • • Carol E. Martin Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # PG10 -009 In reference to Pharmacity located at 1368 Southcenter Mall Suite #130 Tukwila, WA 98188. Response to Comment #1: See updated T1.0 scope of work Response to Comment #2: See updated T1.0 — applicable codes Response to Comment #3: See revised plumbing drawings; sheets P -1.0, P -2.0 & P -3.0 — clarified extent of work for each permit and provided square footage & occupancy type for each suite. Also refer to bldg. summary /T1.0 for equation for occupant loading. Response to Comment #4: See updated T1.0 — provided table for plumbing fixture calculations. Response to Comment #5: See updated remarks for fixture mark number WH -2 & WH -6 on plumbing fixture schedule/P -0.2 — clarified hot water temperature to be no higher than 120 degrees. Response to Comment #6: See updated remark for fixture mark number IM-1 on plumbing fixture schedule/P -0.2 — install 1" approved type backflow prevention per code. Response to Comment #7: There will be no requirement for a type II hood for the commercial dishwasher used at kitchen locations. Response to Comment #8: Refer to updated general notes on sheet P -0.1— note #26 has been added "All floors shall slope towards the floor drains per section 411.2.1 of 2006 UPC ". • • Response to Comment #9: Refer to sheet P -4.0 waste & vent isometric view showing sizes of waste and vent pipes and waste fixture unit schedule for total number of fixtures. All vent pipes are routed to the lower roof and will not affect the existing second floor or any mechanical units. Response to Comment #10: See updated sheet P -1.0 — provided general note indicating that all waste shall have a grade of 2% per section 708 of 2006 UPC — when pipe is 4" or larger. Response to Comment #11: Refer to sheet P -3.0 — provided pipe sizing table in accordance with table 402.2 & 402.4 Response to Comment #12: See updated 1 /A -1.5 and 3/A -1.2 for plumbing fixture typical mounting heights and updated applicable codes /T1.0 Response to Comment #13: See 2/A -1.3 — uni -sex toilet does not open directly to kitchen/prep area. Response to Comment #14: See A -1.1A, A -1.1B & A -1.2 sheets that has been included in this submittal. Response to Comment #15: See updated sheet T1.0 — bldg. summary Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File • • Joanna Spencer Public Works Department City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # PG10 -009 In reference to Pharmacity located at 1368 Southcenter Mall Suite #130 Tukwila, WA 98188. Response to Comment #1: See revised plumbing drawings — clarified extent of work for each permit Response to Comment #2: Refer to updated sheet P -2.0 for backflow devise Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File March 1, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bill Beebe Nadel 1990 S Bundy Dr 4th Los Angeles, CA 90025 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG10 -009 Pharmacity —1368 Southcenter Mall, Ste 130 Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. Building Department: Carol Martin at 206 431 -3677 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, all it Technician File. 'G10 -009 W:\Perrnit Center \Correction Letters \2010\PG10 -009 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Carol Martin, Plan Examiner Building Division Review Memo Date: February 22, 2010 Project Name: Pharmacity Permit #: PG10 -009 Plan Review: Carol E. Martin / Plans Examiner (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) The Building Services Division has completed its plan review for the proposed Plumbing / Gas portion of the Seafood Market. This letter summarizes our review and the revisions required on your next submittal. 1. The scope of work for this permit indicates general demolition and addition of service door. Please change scope of work to identify specific scope of work relative to this permit. Cloud the specific areas of work and provide only the specific plan drawings and details relative to the scope of work indicated. 2. Refer to Sheet T1.0 Title Sheet under "Applicable Codes ". Revise the Code information to comply with current requirements for the City of Tukwila. These requirements shall be amended to include the 2006 Fuel and Gas Code/ 2006 Mechanical Code / SMACNA / 2003 ICC /ANSI 117.1 & 2006 IBC Chapter 11 / all with WA State Amendments. 3. Refer to Sheets P -1.0, P -2.0, P -3.0. Revise and submit a separate sheet indicating the Suite Numbers with separating line divisions between Suites. This should include Square Footages /Occupancy Type / & Equation for Occupant Loading. It is unclear which suites are which within the plans submitted. 4. Refer to Sheet T1.0 Title Sheet under "Applicable Codes ". Revise and submit a table in conformance with 2902.1 "Minimum Plumbing Fixtures" in the WA State Amendments 2006 IBC. 5. Refer to Sheet P -0.2. under "Plumbing Fixture Schedule." Mark Number WH -2 & WH -6 have a remark indicating the temperature be set a 140 degrees. Section 413.1 of the 2006 UPC indicates limitation of hot water temperature for Public lavatories to be no higher than 120 degrees. Revise on re- submittal. 6. Refer to Sheet P -0.2 under "Plumbing Fixture Schedule ". Mark Number IM -1. The ice machine will require integral backflow protection or have a certified backflow test conducted prior to Plumbing Final. Provide the Manufacturer's Specification's indicating integral protection for the plumbing inspector at time of inspection. Prior to Certificate of Occupancy an independent agency shall inspect & approve all backflow devices such as soda dispensers, double check valves, reduced pressure preventer, etc. • • 7. Refer to Sheet P -0.2. Will there be a requirement for a commercial dish washing within the two kitchen areas? If so, this should be addressed and incorporated within the next submittal and should be reflected on the Mechanical Permit for installation of a Type 11 Hood for exhaust. 8. Refer to Sheet P -1.0. Revise and include a General Note indicating that all floors shall slope towards the Floor Drains per Section 411.2.1 of the 2006 UPC. 9. Refer to Sheet P -1.0. Upon submittal of permit #PG10 -008 a declaration of "Fixture Quantities" was submitted. These quantities do not concur with actual quantities shown on the submitted plans. Our calculations of "Sinks" total 64. Adjust quantities accordingly on next submittal. An adjustment will be made on the Permit Fees. Outstanding fees are due prior to picking up Approved Set of Plans. An "Isometric" drawing showing the sizing of Waste & Venting for all fixtures must be submitted within the 2nd submittal. A table showing Fixture Unit totals per Vent. How does this effect the 2nd Floor above the Market? Several Vents go through the roof without off setting. How will this effect the roof and mechanical units for off sets & intakes? 10. Refer to Sheet P -1.0. Revise and include a General Note indicating that all Waste shall have a grade of 2 percent per Section 708 of the 2006 UPC when pipe is 4 inches or larger. *Only when approved by the Authorities Having Jurisdiction shall the pipe be laid at 1 percent. 11. A separate Sheet shall be submitted for Gas Piping Fixtures. Use Table 402.2 for estimating the volume of gas to be supplied. Or, per section 402.3 of the 2006 International Fuel Gas Code. Gas piping shall be sized in accordance with one of the following : a. Pipe sizing tables or sizing equations in accordance w /section 402.4 b. The sizing tables included in a listed piping systems manufacturers installation instructions. c. Other approved engineering methods. 12. Revise and submit a separate sheet including "Accessibility" requirements for all Plumbing fixtures. This sheet should include Plan Views, Elevations, Dimensioning for Heights and Placement of fixtures and grab bars. A General Note indicating compliance with the 2003 ICC /ANSI A117.1 & Chapter 11 of the 2006 International Building Code with all WA State Amendments. 13. Refer to Sheet P -1.0. There is a Uni -Sex restroom adjacent to Pinoy Kitchen. This is a Code violation Section 2902.2.1.1 of the 2006 IBC & WA State Amendments. Toilet rooms shall not open directly into a room used for the preparation of food for service to the public or residents of Group R -2 Boarding Homes & Residential Treatment Facilities Li censed by WA State. This restroom will have to be re- located. 14. Revise and submit sheets A -1.1 & A -1.2 of the Building Permit Submittal. These sheets need to be inserted within the previous submittal sheets. We will not accept loose sheet revisions independently. 15. Revise and submit relevant Code information with regards to Type of Construction /Sprinklered/Non - Sprinklered per Chapter 6 of the 2006 IBC. Insert this information on the Title Sheet. Any omissions in these review comments or errors that may be subsequently found within the plans or specifications shall not be construed as an approval to reduce or waive the requirements of the Codes. The review comments contained herein apply to the Plumbing /Gas portion & related construction. Please ensure that all changes or modifications that have occurred through these review processes, or through other revisions that effect the building plan submittal are incorporated prior to re- submittal. Every effort has been made to ensure that these comments are as complete and comprehensive as possible, however, the City reserves the right to request additional information or revisions as may be necessary upon review of re- submittal. Please review and address each of the remaining comments noted above and submit (2) revised plans and corresponding letter of response for our review. If there are any questions, or I can be of further assistance, please feel free to contact me via telephone at (206)431 -3677 or via e-mail cmartin@ci.tukwila.wa.us PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 1, 2010 PROJECT: Pharmacity 1370 Southcenter Mall, Ste 130 PERMIT NO: PG 10 -009 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) On your plumbing plans cloud all the work that pertains only to the Pharmacity, Ste #130. 2) Due to the nature of the pharmacy business a backflow devise for cross - connection control in- premise isolation is required to protect other tenants. On your plan please specify size, manufacturer, model number and include backflow cut sheet. Please make sure that the backflow is from the WA State Department of Health Backflow Prevention Assemblies Approved for Installation in Washington State list. Please contact. Mike Cusick, PE, PW Senior Water Sewer Engineer at (206) 431 -2441 if you have questions regarding this requirement. H: Joanna/PG I 0-009 • PERMIT WORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -009 DATE: 06/08/10 PROJECT NAME: PHARMACITY SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 130 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: pcQptQ'V Buiidirig'Divlslon Fire Prevention %Tr D�' ,� Pu IcJ orks Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 06/10/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building r_ci4\. Please Route Structural Review Required _ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/08/10 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • aERMIT COORD COPI° PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -009 DATE: 04/01/10 PROJECT NAME: PHARMACITY SITE ADDRESS: 1638 SOUTHCENTER MALL, STE 130 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: din 'vision 0 Public W4Vs Fire Prevention Structural Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete Ti DUE DATE: 04/06/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required Ti DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05 /04/10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PE T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -009 PROJECT NAME: PHARMACITY DATE: 03/10/10 SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 130 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPART EN S: 4404 lding on J hew if-10 Pu lic Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ri DUE DATE: 03/11/10 Not Applicable • ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE:. APPROVALS OR CORRECTIONS: DUE DATE: 04/08/10 Approved LJ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 3 -8)3 -( D Bldglgt' Fire ❑ Ping ❑ PW Staff Initials: W4_ Documents/routing slip.doc 2 -28 -02 PEPMT COM GORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -009 DATE: 01 -26 -10 PROJECT NAME: PHARMACITY SITE ADDRESS: 1370 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPAR MENTS. 1-0 B n uil ivisio or ding Fire Prevention N'te 01,t 0 Public Structural Planning Division Permit Coordinator S DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01 -28 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02 -26 -10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: ( � L O Departments issued corrections: Bldg* Fire ❑ Ping ❑ PW KI Staff Initials: r i \� Documents /routing slip.doc 2 -28 -02 PROJECT NAME: Pharmacity • PERMIT NO:41 PG10 -009 SITE ADDRESS: 1368 Southcenter Mall, Ste 130 ORIGINAL ISSUE DATE: 04/26/2010 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 06/08/2010 JEM (,( 12.14 w Summary of Revision: revise fixture /floor plan per new tenant fixture plan: remove prescription area and all related items and equipment — remove hand sinks and revise gas piping plan per relocation of gas meters Received by: (LW eeeoe5 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila • REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 06/01/2010 Plan ChecWPermit Number: PG 10 -009 O Response to Incomplete Letter # O Response to Correction Letter # • Revision # 1 after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner crrAOui JUN 0 8 2010 PERMIT CEWTEA Project Name: Pharmacity Project Address: 1368 Southcenter Mall Suite 130 Tukwila, WA 98188 Contact Person: Bill Booth Phone Number: (818) 735 -5551 Summary of Revision: Sheet A -1.5: Revised suite 130 fixture /floor plan per new tenant fixture plan; removed prescription area & all related items & equipment; removed door #59, 62 & 63 (part of prescription area); revised sales area counter; revised gondola /shelving layout; revised reflected ceiling plan per new tenant; revised floor finish pattern per new tenant. Sheet P -1.0: Removed hand sink and all associated piping per architectural background. Sheet P -2.0: Removed hand sink and all associated piping per architectural background. Sheet P -3.0: Revised gas piping plan per reroute and relocation of gas meters. Sheet Number(s): A -1.5, P -1.0, P -2.0 & P -3.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Kt, Entered in Permits Plus on H:\Applications\Fonns- Applications On Line\2009 -08 Revision Submittaidoc Created: 8 -13 -2004 Revised: 8 -2009 • • • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/.24/2010 Plan Check/Permit Number: PG 10 -009 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner cmu6w APR O 1 ZU10 PERMIT CENTER Project Name: Pharmacity Project Address: 1368 Southcenter Mall — Ste 130 Contact Person: 'ILL y I I4 Phone Number: (270 735 ' 5551 Summary of Revision: Sheet Number(s): T1.0/ P-1.01 C-3.O, C-5.0, A-1.1 A- I.5, 1'0.2 r- 2.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 Entered in Permits Plus on 1 01, l �, \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/0 0 Plan Check/Permit Number: PV 10-009 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 RECEIVED ❑ Revision # after Permit is Issued CITY OFTUKW/ILA ❑ Revision requested by a City Building Inspector or Plans Examiner MAR ,i. o 203 PERMIT CENTEIR Project Name: Pharmacity Project Address: 1368 Southcenter Mall, Ste 130 Contact Person: PILL 00011-1 Phone Number: (W) 759-5551 Summary of Revision: 4-5 /T90.0* Sheet Number(s): 110' 4.42, f '1•1/1 �"�•�� p'�•� I 'd.�� 119.2, ND, 12.0 1'+0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Ce ter by: Entered in Permits Plus on \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Williams Mechanical Inc UBI No. 601413863 Phone 4253030828 Status Active Address 3903 Smith Ave License No. WILLIMI088PA Suite /Apt. License Type Construction Contractor City Everett Effective Date 10/1/1992 State Wa Expiration Date 10/1/2011 Zip 982014549 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WILLIPH136Q4Plumbing Williams &Amp; Htg Inc Construction Contractor Boiler /Steam Fit/Proc Piping Plumbing 11/24/1987 11/19/1992 Archived Business Owner Information Name Role Effective Date Expiration Date Williams, Bradley P President 01/01/1980 Bond Amount Williams, Deborah K Secretary 01/01/1980 2271807 Zuccarini, Michael J Agent 01/01/1980 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 INS CO OF THE WEST 2271807 10/01/2007 Until Cancelled $12,000.00 10/01 /2007 2 CBIC 634038 09/30/2001 10/01/2007 $6,000.00 09/25/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 16 CONTINENTAL WESTERN INSURANCE CWP2643064 09/30/2007 09/30/2010 $1,000,000.00 09/23/2009 15 CONTINENTAL WESTERN INS CO CWP2643064 09/30/2006 09/30/2007 $1,000,000.00 09/26/2006 14 WEST AMERICAN INS CO BK053242160 09/30/2004 09/30/2007 $1,000,000.00 09/18/2006 13 TRANSPORTATION INS CO C1078490135 09/30/2004 09/30/2005 $1,000,000.00 08/27/2004 12 TRANSPORTATION INS CO TCP1078490135 09/30/2003 09/30/2004 $1,000,000.00 09/23/2003 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 04/26/2010 +I I' -0" I +10' -O" AFF /AFF +a' -2" AFF +111-0" / - as - I' -4" / // / / / / / / // /< //, // // SUITE \ // // / / / / / /\ / / / //// < 4� \< / /. / , / / / / / // / / / / / / / \ // // / / /`/ / 130 130 -101 cn N \\ / 11 • ♦ 4D '-4'' I1 10 ♦ ' -44 t X0110 ■ / L - J J 1 r / r-� / (E)STAIR #2 1142 1 (E) / / \ /\\ \ \\ /3$' 4►. /1 / A I 7F /\ / \ I 1 I , / / / CHILLER ..... 1 / / 1 \. _IL_ 1 / / 1 7F 1/ / H / / \\ /1 - -i ,= 1 / I = i / . I / I R II 2' -IO' \� /1 /I /1 1 � � /I /I NORTH / NORTH / • UNI -5EX TOILET 130 -104 /7 REFER TO 3/A -I2 FOR TYPICAL MOUNTING n HEIGHT REQUIREMENTS S S ENLARGED SUITE 130 REFLECTED CEILING PLAN SCALE 1/4 " =1' -0" ENLARGED SUITE 130 FLOOR PLAN SCALE 1/4"=1'.-0" SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical ❑ Plumbing 0 Gas Piping City of Tukwila BUILDING DIVISION i� 40 / / / / / / / / / /4 // \//> REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ►4 3'-a" / / / • / / / / / / / / / / /< // / / 4,0 / / // / / % // // / / / / //\\ //// 5' -yll ,�I OFFICE/ STORAGE I30 -I05 SERVICE 150 -IO2 5' -2" / / / SUITE / ISO * / 1,301 SQ. FT. 4 \ y TOTAL / \ \%/>\ do � S oV. \// / 4 • • • / / _ / FLOOR \ DISPLAY ‘4 5, -0" f / / / WALL SHELVING I- 4 WALL SHELVING T II J f O 0 SUITE 130 FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR I BASE SUB FINISH WALLS CEILING SOFFIT MAT. FINISH MAT. FINISH MAT. FINISH MAT. FINISH 0 CERAMIC TILE QUARRY TILE CARPET TILE 0 to rz F.R.P PANELING LAM. PLASTIC T -BAR GRID iu VINYL GYP. PANELS ACOUSTICAL TILE 0 2 SALES • • • • • • • • • • • • • SERVICE • • • • • • • • • 105 - PRESCRIPTION AREA • • • UNI-SEX TOILET • • • • • • • • • OFF I CE/STORAGE • • • • • • • • FLOOR PLAN NOTES I. PROVIDE (2) ACCESSIBLE CHECKSTANDS. CHECK-STANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 56" AISLE ON CUSTOMER 5IDE OF THE CHECKSTAND W/ ADJOINING COUNTER 1-IEIGHT NOT EXCEEDING 38" ABOVE THE FINISHED FLOOR 1"1/ THE TOP OF THE COUNTER LIP NOT TO EXCEED 40" ABOVE THE FINISHED FLOOR. 2. ACCESSIBLE CHECKSTANDS SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEEL CHAIRS WHICH DISPLAYS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND and STATING "THE CHECKSTAND TO BE OPEN @ ALL TIMES FOR CUSTOMERS WITH DISABILITIES". SEC.:3103A(c)20(111). 5. WHERE "QUICK" CHECKSTAND(5) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. 4. PROVIDE STAINLESS STEEL COVER @ BACK OF HOODS and OVENS WHERE CERAMIC TILE DOES NOT OCCUR. FILED VERIFY A/ OWNER'S REPRESENTATIVES; FULL HEIGHT X WIDTH OF HOOD, TYP. 5. REFER TO ROOM FINISH SCHEDULE, SHEET A-1.0 FOR MORE NFORMAT1ON 6. PROVIDE STAINLESS STEEL METAL CLOSURE STRIPS @ ALL CASE and INALL INTERSECTIONS - TYF'. 1. ACCESSIBLE COUNTER MIN. 36" LONG AND NO MORE THAN 23" TO 34" ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 11225.4. 8. GENERAL CONTRACTOR TO HIRE REFRIG./MECH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. q. ALIGN ALL. FINISHES SEAL ALL GAPS. INHERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE 4 " PER FT. MAXIMUM. PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR-CEILINGS and ROOF CEILINGS SHALL BE PROTECTED A5 REQUIRED. 13. SEE PLUMBING DRAWINGS FOR SIZES and LOCATIONS OF FLOOR SINKS, FLOOR DRAINS: UNDERGROUND TRENCHES FOR WATER and DRAIN PIPES, GRF_ASE TRAPS; VENT PIPES, WATER PIPES, and DRAIN PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 14. SEE ELECTRICAL DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES FOR ELECTRICAL CONDUITS, FLOOR DUCTS, and STUB UPS; NALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 15. SEE MECHANICAL AND REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES, FLOOR SINKS, DRAIN LINES; VENT PIPES and WATER PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 16. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB COOLER and FREEZER BOXES WITH THE MANUFACTURER, PRIOR TO FORMING and POURING THE CONCRETE CURBS. 1/. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB CASES, TUBS and OTHER FIXTURES, PRIOR TO BEGINNING THE CONSTRUCTION. PROVIDE FURRING, STIJB UPS, OUTLETS, WATER and DRAIN PIPES PER MANUFACTURER'S REQUIREMENTS. 18. COMACTOR SHALL COORDINATE ALL CONDITIONS EXISTING OR NEW, VERIFY and INFORM ARCHITECT OF ALL DISCREPANCIES ON PLANS and OTHER DISCIPLINE PLANS MENTIONED ABOVE PRIOR TO COMMENCING THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS DUE TO FAILURE TO DO 50. Ici. SEE MECHANICAL and REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF REFRIGERATION and ELECTRICAL CENTERS. 20. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL SUB-CONTRACTORS TO ENSURE THAT THE LOCATION OF ALL VERTICAL PIPES and CONDUITS ARE GROUPF_D TOGETHER IN THE SAME APPROX:MATE AREA. 21 ELECTRIC DROP CHORDS FROM CEILING-EXACT LOCATION TO BE DETERMINED/ COORDINATED BY SEAF001., CITY AND G.G. 22. NEW CONCRETE SLAB TO BE FLUSH WITH EXISTING ADJACENT CONCRETE SLAB. ALSO REFER TO STRUCTURAL DINGS. 25. REFER TO ELECTRICAL DINGS. FOR NEW WALKER DUCT INFORMATION. 24. TACTILE EXIT SIGNS THAT STATE "EXIT" OR "EXIT ROUTE" TO BE INSTALLED AT ALL EXIT 25. DOORS AND EXIT ACCESS DOORS PER 10113. REFER TO SHT. AI DOOR TYPES K, (5IW 26. FOOD PREP AREA WALLS TO BE CONSTRUCTED ON CONC. CURBS REFER TO DETAIL 5/A6.I, U.N.O. 21. NOT USED 2a. GENERAL CONTRACTOR TO PROVIDE POSTIVE SLOPE TO DRAINS IN FOOD PREPARATON, RESTROOMS. 2q. REFER TO DETAIL ci/A-6.0 AND MECHANICAL DAGS FOR MORE INFROMATION. REViEVVED FOR CODE cavimANCE ouptivE 2 2010 City lila ',AWING ISION inLE C Pit' Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co an ons is acknowledged: BY Date: City Of Tukwila BUILDING DIVISION KEY PLAN NO SCALE ( E)STAIR #2 11421 // v 4Q111•111••••1111••• ■►11•••r■ gii,m`\►J�11 ■■■rG1■ /: / ■I1 ■ ■ ■� ■ ■ ■r�F1ir■r mIu■ ■r\_■r■ •:∎•• •i•11■■■mfm!!_ ■on■wor.■ `'\G■11■■■r■Yiiiir_ mum Ir■ 4% . ► I1■■ ■r■■ ■rammiar■r • ■.,.I1•••••••1111■Illr•• • ■■i ■■■i■i■itii.i i Ri ••••••••••••11 •11 •111 i7 •1I••••••••111•llll •!1 ••••••••1111•11111111111 1■1I ■IC7■■■■ENI•01 •111 ••••••••••■<1111n1111 ■■Ik 11■■■II1V■■■1111■III•I1 IM111••••••••ll ■11■J!■1 •1I ■G■•I!IIIU11•■ •111 •1•••••••••••••••1111 ■■ •1I•••••■ •■11 ■■1 •1I 1111111111111111111111 r■11■■■■i•■■• 11■III1■11I. 119E111111111111/1111■11111111MI■1 111111111UPI11111III ■■■1I■■■■■■ainll■11■11I ► / m '11 ■ • • L .J i NORTH iu /I /I /I / /I /I /1 / 1 UNI -SEX TOILET 130 -I04 I SUITE 150 / H /I / 19 NORTH / 0 dun 7 1 'two RECEIVED CITY OF TUKWILA JUN 0 8 2010 PERMIT CENTER REVISIONOL, * REFER TO SHEET A -I.6 FOR FLOORING MATERIALS AND FINISHES ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. ENLARGED SUITE 130 FIXTURE PLAN SCALE NRDE1 RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com \REGISTERED ARCHITECT HERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: 4 5 cc cn LLJ DRAWING TITLE: REVISIONS: 6 05/14/2010 BULLETIN #6 A A A A A A A DATE JOB NO. CO 02-09-10 09293 Ul SHEET NUMBER A A-1.5 H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-08-10 BID SET: 02-09-10 3rd H.D. & 2nd B.D. SUBMITTAL: 03-01-10 3rd B.D. SUBMITTAL: 03-24-10 CONSTRUCTION SET: 04-12-10 f 1/ - ---- ___14- • CF) f :1010--- ---��- _ -__ : :: ___1010_ _1010 ___10.10_ _ __._ __ _. • ER Lull] ELECTRICAL 139 (F--)1 /l 4'F.C.O • INTERCEPTOR SIZE (LIQUID CAPACITY) 1250 GALLON ' -64 ( (N) 4'GW .E. 6' BELOW FINISHED SLAB 1 FC 77r I.E. -2'.- 6- ' -BELO FINISHED SLAB REVIEW CODE APPR JUN 21 UNIT #1 11"311 >, 5i. ik :��l�11 I - Iv1. • I I I 3 -j 1 J • 0\ 2" WASTE DN. AND 2" V.T.R. 2" GREASE WASTE DN. AND 2" V.T.R. 2" V.T.R. MAKE P.O.C. TO EXISTING 4" WASTE BELOW SLAB WITH NEW 4" WASTE MAKE P.O.C. TO EXISTING 4" WASTE BELOW SLAB WITH NEW 3" WASTE MAKE P.O.C. TO EXISTING 4" WASTE BELOW SLAB WITH NEW 3" C.W.V. 4" WASTE DN. 2" V.T.R. MAKE P.O.C. TO EXISTING 4" WASTE BELOW SLAB WITH NEW 2" WASTE 3" VENT THRU ROOF WITH 3" W.C.O. IN RISE 3" GREASE WASTE DN. 2" VENT RISE OFFSET 2" VENT RISE AT CLG. TO 5 FT. CLEAR OF PARAPPET AND CONTINUE 2" VENT THRU ROOF. 2" VENT UP AND OFFSET TO 2" V.T.R. 2 VENT UP AND OFFSET TO 2" V.T.R. OFFSET TO 2" V.T.R. 2" WASTE DN. AND 2" VENT UP OFFSET TO 2" V.T.R. 1"CONDENSATE DRAIN UP THRU ROOF \AU FLASHNG CONNECT TO HVAC EQUIPMENT ON ROOFWITH 3" DEEP WET VENTED TRAP. EXTEND DRAIN PIPING BELOW ROOF AT 1%. DROP DN. IN WALL AND CONNECT TO LAV TAIL PIECE. VERIFY EXACT UNIT LOCATION & DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START . OF THIS WORK. 1"CONDENSATE AND 1" OVERFLOW DRAINS CONNECT TO FAN COIL UNIT. INSTALL 3" DEEP VENTED TRAP CONTINUE PRIMARY DRAIN ABV. CLG. DN. IN WALL SPILL INTO FLQOR SINK WITH 1" AIR GAP. EXTEND SECONDARY DRAIN 1' BELOW FINISHED CLG. & TERMINATE. VERIFY EXACT UNIT LOCATION AND DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. 1"CONDENSATE AND 1" OVERFLOW DRAINS CONNECT TO FAN COIL UNIT. INSTALL 3" DEEP VENTED TRAP CONTINUE PRIMARY 1" ABV. CLG. DN. CONNECT TO LAV TAIL WITH 1 AIR GAP. EXTEND SECONDARY DRAIN 1" BELOW FINISHED CLG. & TERMINATE. VERIFY EXACT UNIT LOCATION AND DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. 4" WASTE DN. 2" V. UP 3" GREASE WASTE DN. 2" V. UP 3" GREASE WASTE DN. 2" V.T.R. NODEL RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com GENERAL NOTE: ALL WASTE SHALL HAVE A GRADE OF 2% PER SECTION 708 OF 2006 UPC — WHEN PIPE IS 4 INCHES OR LARGER. *ONLY WHEN APPROVED BY AUTHORITIES HAVING JURISDICTION SHALL THE PIPE BE LAID AT 1% D FOR PLIANCE VED 2010 City of Tukwila BUILDING DIVIStO' SEAFOOF CRY PREP AREAS INTERCEPTOR SIZING INTERCEPTOR VOLUME (2) UNIFORM PLUMBING CODE 2006 TABLE 10 -3 SEAFOOD CITY MARKET GRAVITY GREASE DFU's (1) 8 500 GALLONS 21 (3) 750 GALLONS 35 1 ,000 GALLONS 90 (3) 1,250 GALLONS 172 1,500 GALLONS 216 2,000 GALLONS 307 (3) 2,500 GALLONS 342 3,000 GALLONS 428 4,000 GALLONS 576 5,000 GALLONS 720 7,500 GALLONS 2112 10,000 GALLONS 2640 15,000 GALLONS 2 GREASE WASTE FIXTURES UNIT TOTAL TYPE UNIT VALUE 2 HAND SINK 2 DFU — 12 — 1 COMP. SINK W /3'F.S. 6 — — 2 COMP. SINK /3'r.S. - — 2 COMP. SINK W /3"F.S. 6 — 3 COMP. SINK W /3"F.S. 6 — 2 COMP. SINK W /2i.D. 5 • 6 3 COMP. SINK W /3"F.S. 6 = 36 1 3 COMP. SINK W /2"F.D. 6 = 6 1 MOP SINK W /3" W. 6 — — 3 2" FLOOR SINK 2 = 6 — 3" FLOOR SINK 6 — 4 5 2' FLOOR DRAIN 2 = 12 4 2" TRENCH DRAIN 2 = 4 NOTESREVISION Q. ALLOWABLE DFU's PLUMBED TO THE GREASE INTERCEPTOR. IS BASED ON THE DFU's, THE PIPE FOR FLOW IN HALF —FU.. PIPES ( REF: 1992). 30 — MINUTE REIEMION TIME (REF.: WASTEWATER MANAGEMENT SYSTEMS, Vi0L1JME 64 DFU TOTAL NOTES: ALLOWABLE DFU's PLUMBED TO THE KITCHEN DRAIN LINES THAT WRL BE TO THE GREASE INTERCEPTOR. IS BASED ON THE DFU's, THE PIPE SJZE FROM THIS CODE; TABLE 7 -5; FOR FLOW IN HALF—FULL PIPES ( REF: MOHINDER NAYYAR PIRNO HANDBOOK, 1992). 30 — MINUTE RETENTION TIME (REFS L ETCAI.F & EDDY, 81C. SMALL AND WASTEWATER MANAGEMENT SYSTEMS, 3RD ED. 1998). ROUNDED UP TO NORMAL VOLUME (1) THE MAXIMUM CONNECTED (2) THIS SIZE USEFUL TABLES 3RD EDMON. (3) BASED ON DECENTRALIZED INTERCEPTOR W In DORM 30/2U201D con :::... : : -g r:g net :, s CONSULTANT: s fasis t= Id) I.E. 6' BELO FINISHED SLAB f�(N)4"SS f. ` `' E AIR #1 fig; 22 WAY #1 /73/k° rvv vvrwvvvvry VAN ►, 1010, i. 'I IF%1 U31 `3: r • IiP;ZGY>l 7L. IY113I1 :1 }I...;; LA I.E. 2'-6 BELOW FINISHED SLAB - Pat0 -001 0- Swaim .E. 6' BELOW FINISHED SLAB ":..E. 2' BELOW FINISHED SLAB • ICE:- 6' BELOW FINISHED- SLAB ' -14 PRODUCE 1: STORAGE [[I1III1i'� INTERCEP -TOR -- SIZE -- (uQUID- cAPACIM - 1250 GALLON 1 1 r -12 • iI I5H E. 5' -6' BELOW 1 FTNED SLAB '' o WASTE A \D ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, U.P. ALL RIGHTS RESERVED. stATE I15 MERV REFSEM POUT to.= MMHG — — — — PG10 -006 HOLM rl — sR11e7908 I rr si .I NORTH H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: S KITCHEN PREP AREAS INTERCEPTOR SIZING INTERCEPTOR VOLUME (2) UNIFORM PLUMBING CODE 2006 TABLE 10 -3 VALERIO'S et PINOY'S GRAVITY GREASE DFU's (1) 8 500 GALLONS 21 (3) 750 GALLONS 35 1.000 GALLONS 90 (3) 1,250 GALLONS 172 1,500 GALLONS 216 2,000 GALLONS 307 (3) 2,500 GALLONS 342 3,000 GALLONS 428 4,000 GALLONS 576 5,000 GALLONS 720 7500 GALLONS 2112 10,000 GALLONS 2640 15,000 GALLONS 2 GREASE WASTE FIXTURES UNIT TOTAL 4 TYPE HAND SINK UNIT VALUE 2 DFU = 2 1 COMP. SINK W /3'F.S. 6 = 12 w 6 2 COMP. SINK /3'r.S. - - 2 COMP. SINK W /2'F.D. 5 — 3 COMP. SINK W /3"F.S. 6 — 2 3 COMP. SINK W /2"F.D. 6 12 2 MOP SINK W /3' W. 6 = 12 1 2" FLOOR SINK 2 = 2 3" il_OOR SINK 6 — 2 2' FLOOR DRAIN 2 = 4 2' TRCNCII DRAIN 2 - —. 46 DFU TOTAL NOTESREVISION Q. ALLOWABLE DFU's PLUMBED TO THE GREASE INTERCEPTOR. IS BASED ON THE DFU's, THE PIPE FOR FLOW IN HALF —FU.. PIPES ( REF: 1992). 30 — MINUTE REIEMION TIME (REF.: WASTEWATER MANAGEMENT SYSTEMS, Vi0L1JME THAT WILL BE TABLE 7 -5p PIPING HANDBOOK, INC. SMALL AND UP TO NORMAL (1) THE MAXIM CONNECTED 10 (2) THIS SEE USEFUL TABLES 3RD EDITION, (3) BASED ON DECIMALIZED INTERCEPTOR THE KRCHDI DRAIN LNES SIZE FROM THIS CODE; MOHPOFR NAYYAR IETCALF & EDDY. 3RD ED. 1998). ROUNDED SCALE 1 /8 " =1' -0" -21 -1O :2nd H.D. - SUBMI'iTAL: 02 -08 -10 BID SET: 02 -09 -10 3rd H.D. & 2nd B.Q. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 RECEIVED CITY OF TUKCWILA JUN 0 8 2010 PERMIT CENTER CONSTRUCTION SET: 04 -12 -10 H- LU 0 W DRAWING TITLE: REVISIONS: DATE JOB NO. SHEET NUMBER 02- 09- 1 O 09293 P —1.0 tH) \ r i BALER of j jI- — f -- REVIEWED FOR CODE COMPLIANC APDPMED • -AZ, y1/ City of Ti iia__ BUILDING DIVISIOf - y' I ? N f/ ....:..: — EXISIT1NG 2-1/2" C.W. MAIN SERVICE 4 i A! IN_ _i CHECK STAND WAY #1 122 �. / ,.,.,.,. �Q 2 ;ltr\�:// . i /1•il � v r iii . `i i i ' Ar...r_fi, / / / ..✓ f B g— -:-L-11 r_IN►: fILOONTiiueFP /DOMI SIIPM CF S0 IEB MO 0 1101.8R1wi 311,1EDE -0. /AF.F.10 ISOLA SY lAt wilAC ()LAN HAZARD \ i { 1 I . 1 A r i , ,i I�i� 'I f t f iro'r�ia� `I r..............._....__.i I 3� (2-) PRODUCE sT'..,a :...aaassa ill 513 3/4" =2 L-1 j IL ±I SUIlEr#150 WI" MEM MIME MET SLIM. a SAFETY -- D10-019 PLUMS - - a IIR SR1' r — III I I EL_J L I._.! HOT A \D COLD WATER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.O. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 SCALE 2nd H.D. SUBMITTAL: 02 -08 -10 01/2" H. &C.W. DN. IN WALL TO FIXTURE 01-1/4" C.W. DN. IN WALL TO FIXTURES ®WATER SUBMETER WITH ELECTRONIC REMOTE READ AT COMMON STORAGE ROOM. MOUNT TO WALL WITH UNISTRUT AT 5FT. ABOVE ACCESS PANEL. ()SHUT OFF VALVE LINE SIZE WITH ACCESS PANEL. 01-1/4" C.W. TO WATER HEATER. 1" H.W. BACK DN. IN WALL TO FIXTURES 03/4 F H. & C.W. DN. IN WALL TO FIXTURE— CONTINUE 3/4" CW TO BELOW SLAB 01/2" TO TRAP PRIMER COMMECTION AT DRAIN 01 H. AND C.W. DROP IN .WALL WL S.O.V. FOR VALERIOS 1 /2" H.W. WITH SHUTOFF VALVE TO DIPPER WELLS. 1/2" C.W. DN. IN WALL TO ICE MAKER WITH APPROVED BACKFLOW PREVENTOR. 1" H. & C.W. DN. IN WALL TO FIXTUES. ROUTE 1j2" C.W. TO RICE COOKER, 1/2" C.W. WITH APPROVED BACKFLOW PREVENTOR TO ICE KERR.1 /2 H.W. TO DJ,PPER WELLWITH S.O.V. 1 2 H.& C.W. TO 2 HAND SINKS. & 3/4' H. & C.W. TO PREP SI K. ()ROUTE 1 -1 4" C.W. TO WATER HEATER. DROP 3/4" H. &C.W. DN. IN FALL T MOP SINK. t3 1 /2' C.W. & 3/4" H.W. , DN. IN WALL. ROUTE 1/2" H. & C.W. TO AND SINK AND 1 /2 H.W.TO COFFEE MAKER. 01" H. & C.W. DN. IN WALL. ROUTE 3/4" H. 8c C.W. TO S -2 & M P„ SINK. ,s 3 4 H. & C.W. DN. IN WALL TO MOP SINK 83/4" H. & C.W. DN. IN WALL. ROUTE 1 /2" C.W. TO STEAM TABLE. ROUTE 1/2" H. & C.W. TO DUMP & HAND SINKS. 81/2" C.W. DN. IN WALL TO WATER FILTER. ROUTE 1/2" FILTERED WATER TO BAG 8c BOX SODA SYSTEM WITH APPROVED B.F.P. 83/4" 4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO 3 COMP SINK. ROUTE 1/2" C.W. TO PASTA COOKER . ROUTE 1/2" C.W. TO FILTER. ROUTE 1 /2 FILTERED WTR. TO RICE STEAMER. 83/4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO PREP SINK. & 1/2" H. & C.W. TO HAND SINK. 203/4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO MOP SINK. 1/2" C.W. TO ICE MAKER WITH APPROVED B.F.P. ®1-1/4" TO U -1 , & 1 /2" TO DF -1 ®1 /2" H. & C.W. DN. IN WALL. ROUTE 1 /2" H. 8c C.W. TO EACH L -1. C)1/2" H.W. D \. IN WALL. L -1. 241 -1 /4 C.W. DN. IN WALL. TO WC -1 ®2 C.W. DN. IN WALL. TO HEADER. 1/2" H.W. DN. IN WALL TO HAND SINK. 3/4" C.W. DN. IN WALL. ROUTE 1/2" TO HAND SINK & ICE MAKER WITH APPROVED B.F.P. 1/2" C.W. TO ICE MAKER WITH APPROVED B.F.P. ®1" C.W. & 3/4" H.W. ROUTE 1/2" H. 8c C.W. TO HAND SINK. ROUTE 3/4" H. & C.W. TO PREP SINK. ROUTE 1/2" C.W. TO DIPPER WELL & WATER FILLER. DN. IN WALL TO WC -2 3/4" C.W. & 1/2" H.W. DN. IN WALL, ROUTE 1/2" C.W. TO SINGLE POT FILL FAUCET. ROUTE 1/2" H. & C.W. TO DOUBLE POT FILL FAUCET. 311" H. C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO 3 COMP & MOP SINK. ROUTE. 1/2" H. & C.W. TO HAND SINK 321" H. & C.W. DN.,, IN WALL. ROUTE 3/4" H. & C.W. TO PEP SINK. ROUTE 1/2" H. & C.W. TO HAND SINK. ROUTE 1/2' C.W. TO ICE MAKER WITH APPROVED B.F.P. ROUTE 1/? C.W. „ TO DIPPER WELL FAUCETS. (2) WITH S.O.V. ROUTE 1/2" H.W. TO (1) DIPPER WELL S.O.V. ()SHUT OFF VALVE AT FRONT OF CASE AND ACCESSIBLE. 01/2" OZ WATER QUICK CONNECT COUPLER FOR CASE WASH DN. ®3/4 "H.W. &1 "OZ DN. IN WALL. ROUTE 3/4" H.W. & OZ TO HS -1. ROUTE 3/4" H.W. 8c OZ TO 8- 3.ROUTE3 /4" OZ TO BFP -2. 81" H.W. 4 OZ DN. IN WALL. ROUTE 3/4" H. & OZ TO PREP & 3 COMP SINKS. ROUTE 1/2" OZ TO FP -2 1" H.W. 4 OZ DN. IN WALL TO FIXTURES. 3/4 C.W. DN. IN WALL. ROUTE 3/4" TO HB -1 & 1/2" TO SINK. 1/2" H.W. DN. IN WALL TO L -1. 1/2" H.W. & 1-1/2" C.W. DN. IN WALL TO HEADERS. 411 -1/4 H.W. & OZ. DN. IN WALL TO FIXTURES 1/2' OZ DN. IN WALL TO ICE MAKER WITH APPROVED B.F.P. 3/4" OZ DN. IN WALL. ROUTE 3/4" TO LT -1 WITH S.O.V. AND 1/2" TO ICE MAKER WITH APPROVED B.F.P. ®3/4" OZ & 1/2" H.W. DN. IN WALL. ROUTE 1/2" OZ & H.W. TO HS -1 CONTINUE 3/4" OZ TO BELOW SLAB AND ROUTE TO HB-2S ®MIN. 4' DIA. P.V.C. SLEEVE BELOW FLOOR WITH LONG RADIUS ELBOWS TURNING UP THRU SLAB. TYPE K COPPER WITH NO JOINTS BELOW SLAB. 03/4" OZ STUB UP TO HB -2 471" H.W. & OZ. DN. IN WALL TO FULL SIZE HEADER. 1/2" H.W. & OZ TO EACH 5.4 & 5.5 FAUCET ®1 -1 2" OZ. DN. IN WALL TO HEADER. ROUTE 1-1/2" FC -1 WITH APPROVED B.F.P. ROUTE 1/2' TO EACH 5 -6 FAUCET. 03/4" H.W. DN. IN WALL TO HEADER. ROUTE 1/2" TO EACH S -6 FAUCET. C)1-1/2' H.W. & 3/4" OZ DN. „IN WALL. ROUTE 3/4" H.W. & C.W. TO COMP SINK. ROUTE 1j2" H.W. & OZ. tO EACH HAND SINK. ROUTE 3/4" H.W. TO HB-2. 3/4" H.W. & OZ. DN. IN WALL TO SINK. 1-1/4" H.W. & OZ. UP FROM SLAB. ROUTE 3/4" H.W. 8c OZ TO FAUCET 81 , & OZ. ROUTE 3/4" H.W. & OZ TO EA. SINK FAUCET 61-1/4" H.W. & OZ DN. TO BELOW SLAB. ROUTE TO S -5 & S WALL. ()CONNECT EXIST. 2" C ..,, PIPING SUPPLY EXISTING 2ND FLOOR FIXTURE TO NEW 2 -1 2 C.W. PIPING MAIN IN BLDG. 01-1/2" CW DROP IN ALL W/ SOV & A.P. 81-1/2" /2" CW DROP IN WALL W/ SOV & A.P. TO HEADER EXTEND AND CONNECT 1-1/4" TO EACH WATER CLOSET ()INSTALL SYMMONS MAXLINE 3/4" 5- 225 —CKMS THERMOSTATIC MIXING VALVE. 81-1/2" /2" OZ DROP IN WALL TO FISH CLEANING MACHINE 601" H. 8c 1" C.W. DROP IN WALL W/ S.O.V. FOR PINOY KITCHEN 0 0 0 0 0 0 0 0 0 0 0 0 0 REVISION N0,1 PCroOoy' BID SET: 02 -09 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMI I I AL: 03 -24 -10 RECEIVED CITY OF TUKWNILA JUN 0 8 2010 PERMIT CENTER NflDEI RETRIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com J W• cn EXPIRES 30/2W2oa ..o...,u tiny engineers U, z 0 0 >o ry DRAWING TITLE: DATE JOB NO. SHEET NUMBER 02-09--10 CONSTRUCTION SET: 04-12-10 9 4 4 1 I1 9 x • 1 1 .-..,,.... .............,....__.._._. -,... ....... ... ............«...« .t. «..«........«.. ........ r..« x..-:......,.-....«.: .....e..,«.. «....- ......m_...r- a.- ..- ..,..�........e........s. :.8..a- ... .l. _ a.?a:. ,.: �,' /' / / / / / / /' ` 1` uu.�x..,rv+mwam:.farx. (\ r8. ,,.•. -• • .._o, T t n<xw.u«x�lri.m. - „""r ru.ux, vs.w<.alm.-.M =.z4 ... ti:mmnbw'i�uvr �..... �vt v_,. .n..: vrwtixs...a,=r t'.::Yr4J(uuvx ':t" .d.f r8. w.bwwrwYa.s_.1, bu.wea -wza _..w8. a : .. _rte +,u++:YVlir:.S .:wu..axewam.�..w --�wuw rz.z=aaw:wa'" 'a_✓.- ..i.Mw :, ,r,e ...tea. ..�.,. r x i t ,. t.r. ...... OUSE 132 `7 PPE Isxr .a MEAT v�. �f i it 1 1I E r ostiti _/ /4' l_ t; ; 1.40.01. t iVI 114 all I x/1-.11 i -lt- 'r 4!' i,�_r_t_ _t . _ i ali= ji' jrzo ith o o 9 I- ,_ i r i -f �l -l., /.t :tf t4h-1l t-IiI- .trllilii!t bpi! -ttr_t mfr r l: , r \1 Jli / / i /. i`'/ y I iI �,1Q r 81 7� 1 1 r�OD� � ��ED P0� I COMPLIANCE I, 1 \ JUN 21 2010 City of Tuk vita BUILDING DIVISION UT & CAP 'i - t�iiti F..t_t- :Iriti�i r,ai, - atrs - ��,.rtlrietr= I�>�.t /•�I �i �.ittt -�i: ,ttlti _it _alt 3i= iii -t1T =tali tidtr iprei- t;t�i��r li: - lr_II_li_i `�1 att _l -1 t_liat i -i -i -t �IEibP-ii I /i- - i it_P _ it hti tlt ■iti F R�Ll.ti� I� /J 1 CHECK STAND 4 [V--7/----411!:1 ,li iir i t .. /1il GRIDDLE 72 C.F.H. E 3 / )FRYER022 C,F.H. EA1 RICE COOKER 35 C.F.H. �_ EA. 0-C.F.H. 100 C.F.H. -\2 PRODUCE 11301 I I WI MIEN ......___.... wry`-'_ .. ... ......... `. �` ....... ..... . PRODUCE 1 STORAGE 1 136 2" -540 C.F.H. Is ; ■ 'r�J - -1-/2" -920 C.F.H 3" -1420 L C..H. " 1 C.F.H. _3" -850 r C.F.H. • r 11 C3 -(J 1 ri I" a I 0 Xref J: \jobs09 \nadel -09 \seafood city \south center - seattle +\plumbing drawings \x09293- PK_TAGS.dwg ti C1 GAS REGULATORY 1 1 / 2 "- 1550C.F.H. " > MDGe80061[UTeigiTAS SUPPLIER PRESSURE 2 S.I. U NEW COOKING LOAD: 450 C.F.H. SPACE HEATING: 400 C.F.H. TOTAL N . C. SIZED ON OF RU DOWN STREAM OF GPR SET © 2 P.S.I. EXIST. SPACE HEATING: 700 C.F.H. TOTAL 700 C.F.H. 2 P.S.I. ���WESSU�E�D��R�A� � 11"W.C. BASE COOKING 350 FT OF1RUN C.F.H. n -FIELD-COORDINATE WITH GAS SUPPLIE PRESSURE LOW PRESSURE 11 "W.C. NEW COOKING LOAD 920 C.F.H. BASE ON 350 FT OF RUN GAS FLOOR PLA\ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 SCALE 1/8"=V-0" 2nd H.D. SUBMITTAL: 02 -08 -10 O ROOF MOUTED GAS REGULATOER WITH SHUT -OFF VALVE IN RISE AND DROP ON ROOF. 0 THIS 8' W.C. GAS PIPE SIZING BASED ON 500FT. 20% FOR FITTINGS. ® THIS 8" W.C. GAS PIPE SIZING BASED ON 100 FT. 20% FOR FITTINGS. � 201 FORWFITTINGS.PIPE SIZING BASED ON 130 FT. ® 1-1/4" GAS DN. IN WALL. ROUTE 3/4" GAS TO EACH FRYER WITH SHUT -OFF VALVE. ® MAKE POINT OF CONNECTION TO DUCT FURNACE. INSTALL SHUT -OFF VALVE AND UNION. O MAKE POINT OF CONNECTION TO AIR HANDLER. INSTALL SHUT -OFF VALVE AND UNION. 0 INSTALL LINE SIZE AUTOMATIC GAS SHUT OFF VALVE, WITH ACCESS PANEL. INTERLOCK WITH HOOD FIRE SUPPRESSION SYSTEM. O THIS 5 P.S.I. GAS PIPE SIZING BASED ON 400 FT. ENCLUDES 2Q% FOR FITTINGS. ,0 2' GAS DN. IN WALL. TO HEADER - ROUTE 1-1/4" GAS TO EACH FIXTURE - INSTALL SHUT OFF VALVE AT EACH CONNECTION. DELETED 12 1 -1 /2 GAS DN. IN WALL TO WATER HEATER. INSTALL SHUT ,3 OFF TO 1ST FLR. CLG. SPACE 0 THIS 5P.S.I GAS PIPE SIZING BASED ON 250 FT. INCLUDES 29% FOR FITTINGS. 15 „ 2 GAS DN. IN WALL TO HEADER - ROUTE 1 -1 /4 TO EACH RANGE AND 1-1/4" TO EACH FRYER.ROUTE 3/4" RICE COOKER INSTALL SHUTOFF VALVE AT EACH CONNECTION. 18 THIS 5 P.S.I. GAS PIPE SIZING BASED ON 330 FT. INCLUDES 20% FQR FITTINGS. THIS 8 W.C. GAS PIPE SIZING BASED ON 60 FT. INCLUDES 20% FOR FITTINGS. 82" GAS DN. IN WALL -TO HEADER 1-1/4" TO EACH RANGE- 1-1/4" TO OVEN INSTALL SHUTOFF VALVE TO EACH CONNECTION 1 ,9 1-1/4" GAS DN. IN WALL. ROUTE 1-1/4" TO CHICKEN FRYER, 3/4" TO FRYER. INSTALL SHUTOFF VALVE AT EACH CONNECTIONS. 20 ROUTE NEW 2" 2 P.S.I. GAS UP EXTERIOR WALL OFFSET TO RECONNECT TO EXIST. 1-1/4" 5 P.S.I. GAS RISE ALONG EXTERIOR WALL TO HIGH CLG. AND INTERIOR BLDG. 0 DELETED ■ THIS 8" W.C. GAS PIPE SIZING BASED ON 80FT. INCLUDES 20% FOR FITTINGS. 0 2" GAS DN. IN WALL. ROUTE 3/4" TO EACH SINGLE RANGE,1" TO EACH WOK& DOUBLE RANGE & 1/2" TO OVEN. INSTALL SHUT OFF VALVE AT EACH CONNECTION. 0 THIS 2 P.S.I. GAS PIPE SIZING BASED ON 450 FT. INCLUDES 20% FOR FITTINGS 26 2" GAS DN. IN WALL TO WATER HEATER. INSTALL SHUT OFF VALVE. 0 2" GAS UP THRU ROOF WITH FLASHING. ROUTE 2" TO UNIT HEATER ON ROOF. INSTALL SHUT OFF VALVE PER CODE AS REQUIRED ze 2" GAS DN. IN WALL. TO HEADER - ROUTE 1-1/4" GAS TO EACH FIXTURE - INSTALL SHUT OFF VALVE AT EACH CONNECTION. 9 s • TABLE 402.2(23) SCHEDULE 40 METALLIC PIPE GAS UNDILLUTED PROPANE INLET PRESSURE 2.0 PSI 1274 MC(' to PSI I I WI MIEN ......___.... wry`-'_ .. ... ......... `. �` ....... ..... . PRODUCE 1 STORAGE 1 136 2" -540 C.F.H. Is ; ■ 'r�J - -1-/2" -920 C.F.H 3" -1420 L C..H. " 1 C.F.H. _3" -850 r C.F.H. • r 11 C3 -(J 1 ri I" a I 0 Xref J: \jobs09 \nadel -09 \seafood city \south center - seattle +\plumbing drawings \x09293- PK_TAGS.dwg ti C1 GAS REGULATORY 1 1 / 2 "- 1550C.F.H. " > MDGe80061[UTeigiTAS SUPPLIER PRESSURE 2 S.I. U NEW COOKING LOAD: 450 C.F.H. SPACE HEATING: 400 C.F.H. TOTAL N . C. SIZED ON OF RU DOWN STREAM OF GPR SET © 2 P.S.I. EXIST. SPACE HEATING: 700 C.F.H. TOTAL 700 C.F.H. 2 P.S.I. ���WESSU�E�D��R�A� � 11"W.C. BASE COOKING 350 FT OF1RUN C.F.H. n -FIELD-COORDINATE WITH GAS SUPPLIE PRESSURE LOW PRESSURE 11 "W.C. NEW COOKING LOAD 920 C.F.H. BASE ON 350 FT OF RUN GAS FLOOR PLA\ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 SCALE 1/8"=V-0" 2nd H.D. SUBMITTAL: 02 -08 -10 O ROOF MOUTED GAS REGULATOER WITH SHUT -OFF VALVE IN RISE AND DROP ON ROOF. 0 THIS 8' W.C. GAS PIPE SIZING BASED ON 500FT. 20% FOR FITTINGS. ® THIS 8" W.C. GAS PIPE SIZING BASED ON 100 FT. 20% FOR FITTINGS. � 201 FORWFITTINGS.PIPE SIZING BASED ON 130 FT. ® 1-1/4" GAS DN. IN WALL. ROUTE 3/4" GAS TO EACH FRYER WITH SHUT -OFF VALVE. ® MAKE POINT OF CONNECTION TO DUCT FURNACE. INSTALL SHUT -OFF VALVE AND UNION. O MAKE POINT OF CONNECTION TO AIR HANDLER. INSTALL SHUT -OFF VALVE AND UNION. 0 INSTALL LINE SIZE AUTOMATIC GAS SHUT OFF VALVE, WITH ACCESS PANEL. INTERLOCK WITH HOOD FIRE SUPPRESSION SYSTEM. O THIS 5 P.S.I. GAS PIPE SIZING BASED ON 400 FT. ENCLUDES 2Q% FOR FITTINGS. ,0 2' GAS DN. IN WALL. TO HEADER - ROUTE 1-1/4" GAS TO EACH FIXTURE - INSTALL SHUT OFF VALVE AT EACH CONNECTION. DELETED 12 1 -1 /2 GAS DN. IN WALL TO WATER HEATER. INSTALL SHUT ,3 OFF TO 1ST FLR. CLG. SPACE 0 THIS 5P.S.I GAS PIPE SIZING BASED ON 250 FT. INCLUDES 29% FOR FITTINGS. 15 „ 2 GAS DN. IN WALL TO HEADER - ROUTE 1 -1 /4 TO EACH RANGE AND 1-1/4" TO EACH FRYER.ROUTE 3/4" RICE COOKER INSTALL SHUTOFF VALVE AT EACH CONNECTION. 18 THIS 5 P.S.I. GAS PIPE SIZING BASED ON 330 FT. INCLUDES 20% FQR FITTINGS. THIS 8 W.C. GAS PIPE SIZING BASED ON 60 FT. INCLUDES 20% FOR FITTINGS. 82" GAS DN. IN WALL -TO HEADER 1-1/4" TO EACH RANGE- 1-1/4" TO OVEN INSTALL SHUTOFF VALVE TO EACH CONNECTION 1 ,9 1-1/4" GAS DN. IN WALL. ROUTE 1-1/4" TO CHICKEN FRYER, 3/4" TO FRYER. INSTALL SHUTOFF VALVE AT EACH CONNECTIONS. 20 ROUTE NEW 2" 2 P.S.I. GAS UP EXTERIOR WALL OFFSET TO RECONNECT TO EXIST. 1-1/4" 5 P.S.I. GAS RISE ALONG EXTERIOR WALL TO HIGH CLG. AND INTERIOR BLDG. 0 DELETED ■ THIS 8" W.C. GAS PIPE SIZING BASED ON 80FT. INCLUDES 20% FOR FITTINGS. 0 2" GAS DN. IN WALL. ROUTE 3/4" TO EACH SINGLE RANGE,1" TO EACH WOK& DOUBLE RANGE & 1/2" TO OVEN. INSTALL SHUT OFF VALVE AT EACH CONNECTION. 0 THIS 2 P.S.I. GAS PIPE SIZING BASED ON 450 FT. INCLUDES 20% FOR FITTINGS 26 2" GAS DN. IN WALL TO WATER HEATER. INSTALL SHUT OFF VALVE. 0 2" GAS UP THRU ROOF WITH FLASHING. ROUTE 2" TO UNIT HEATER ON ROOF. INSTALL SHUT OFF VALVE PER CODE AS REQUIRED ze 2" GAS DN. IN WALL. TO HEADER - ROUTE 1-1/4" GAS TO EACH FIXTURE - INSTALL SHUT OFF VALVE AT EACH CONNECTION. 9 s • TABLE 402.2(23) SCHEDULE 40 METALLIC PIPE GAS UNDILLUTED PROPANE INLET PRESSURE 2.0 PSI PRESSURE DROP to PSI SPECIFIC GRAVITY 1.50 FOR 8: 1 NCH- 23.4 MM. 1 FOOT - 304.8 MI 1 POUND PER SQUARE NCH - 8.893 141.9. 1 BRI119i THERMAL UNIT PER HOUR - 0.2931 % TABLE 402.4 24) SCHEDULE 40 METALLIC PIPE PIPE SIZING BETWEEN SINGLE R SECOND STAGE (LOW PRESSURE REGULATOR) AND APPLIANCE GAS PIPIE SIZE (N.) NOMINAL INSIDE 1/2 3/4 1 1 -1/4 1 -1/2 2 2 -1/2 3 4 ACTUAL 0.622 0.824 1.049 1.380 1.610 2.067 2.469 2.469 4.026 LENGTH (ft) MAXIMUM CAPACITY IN THOUSANDS OF BTU /H 10 2,676 5,595 10,539 21,638 32,420 62,438 99,516 175,927 358,835 20 1,839 3,845 7,243 14,872 22,282 42,913 68,397 120,914 246,625 30 1,477 3,088 5,817 11,942 17,893 34,461 54,925 97,098 198,049 40 1,264 2,643 4,817 10,221 15,314 29,494 47,009 83,103 169,504 50 1,120 2,342 4,412 9,059 13,573 26,140 41,663 73,653 150,229 60 1,015 2,122 3,998 8,208 12,298 23,685 37,750 66,735 136,118 70 934 1,952 3,678 7,551 11,314 21,790 34,729 61,395 125,227 80 869 1,816 3,422 7,025 10,526 20,271 32,309 57,116 116,499 90 815 1,704 3,210 6,591 9,876 19,020 30,314 53,590 109,307 100 770 1,610 3,033 6,226 9,329 17,966 28,635 25,378 50,621 44,865 103,251 91,510 125 682 1,427 2,688 5,518 8,268 15,923 150 618 1,293 2,435 5,000 7,491 14,427 22,995 40,651 82,914 175 569 1,189 2,240 4,600 6.892 13.273 21.155 37.398 76.280 200 529 1,106 2,084 4,279 6,411 12.348 19.681 34.792 70.964 FOR 8: 1 NCH- 23.4 MM. 1 FOOT - 304.8 MI 1 POUND PER SQUARE NCH - 8.893 141.9. 1 BRI119i THERMAL UNIT PER HOUR - 0.2931 % TABLE 402.4 24) SCHEDULE 40 METALLIC PIPE PIPE SIZING BETWEEN SINGLE R SECOND STAGE (LOW PRESSURE REGULATOR) AND APPLIANCE GAS UNDILLUTED PROPANE INLET PRESSURE 11.0 INCH WC PRESSURE DROP 0.5 INCH WC SPECIFIC GRAVITY 1.50 FOR St 1 NCH- 25.4 MM. 1 FOOT - 304.8 MY 1 POUND PER SQUARE NCH - 0.2488 10'4: 1 BRRISH THERMAL UNIT PER HOUR - 0.2931 W. BID SET: 02 -09 -10 REVISION P6t ()()q 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 RECEIVED CITY OF TUKWILA JUN 0 8 2010 PERMIT CENTER NODE!. RETRIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com S< _ W In CONSULTANT: WIRES 30/20010 consulting cogbisors .313.32 via cclurs, mita 112 ■entiok.s co 91362 12 • CONSTRUCTION SET: 04-12-10 DRAWING TITLE: DATE JOB NO. SHEET NUMBER 092Q 3 P - 3 0 PIPIE SIZE (N.) NOMINAL INSIDE 1/2 3/4 1 1 -1/4 1 -1/2 2 2 -1/2 3 4 ACTUAL 0.622 0.824 1.049 1.380 1.610 2.067 2.469 2.469 4.026 LENGTH (ft) MAXIMUM CAPACITY IN THOUSANDS OF BTU /H 10 291 608 1,145 2,352 3,523 6,786 19,119 27,993 38,997 20 200 418 787 1,616 2,422 4,664 13,141 19,240 26,802 30 160 336 632 1,298 1,945 3,745 10,552 15,450 21,523 40 137 287 541 1,111 1,664 3,205 9,031 13,223 18,421 50 122 255 480 984 1,475 2,841 8,004 11,720 16,326 60 110 231 434 892 1,337 2,574 7,253 10,619 14,793 80 94 197 372 763 1,144 2,203 6,207 9,088 12,661 100 84 175 330 677 1,014 1,952 5,501 8,055 11,221 125 74 155 292 600 899 1.730 4.876 4,418 7.139 6,468 9.945 9,011 150 67 140 265 543 814 1,568 200 58 120 227 465 697 1,342 3,781 5,536 7,712 250 51 107 201 412 618 1,189 3,351 4,906 6,835 300 46 97 182 373 560 1,078 3,036 4,446 6,193 350 42 89 167 344 515 991 2,793 4.090 5,698 400 40 83 156 320 479 922 2,599 3,805 5,301 FOR St 1 NCH- 25.4 MM. 1 FOOT - 304.8 MY 1 POUND PER SQUARE NCH - 0.2488 10'4: 1 BRRISH THERMAL UNIT PER HOUR - 0.2931 W. BID SET: 02 -09 -10 REVISION P6t ()()q 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 RECEIVED CITY OF TUKWILA JUN 0 8 2010 PERMIT CENTER NODE!. RETRIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com S< _ W In CONSULTANT: WIRES 30/20010 consulting cogbisors .313.32 via cclurs, mita 112 ■entiok.s co 91362 12 • CONSTRUCTION SET: 04-12-10 DRAWING TITLE: DATE JOB NO. SHEET NUMBER 092Q 3 P - 3 0 L J RAZ-°-\AM I FILE Cc Pi Permit No. P 10ab OD, Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Ref • Co 'r and conditions is acknowledged: By n ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED. USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NH DE I. RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT 'ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: U w a I W W I W J I p DRAWING TITLE: REVISIONS: BLDG. & SAFETY 1 COMMENT S BLDG. & SAFEr,' 2 COMMENTS n n n n A n n n DATE 02 -09 -10 JOB NO. 09293 SHEET-NUMBER T1.0 WI , - - City Of Tu�cwwila I I BUILDING DMSION ( rc= I- /K\ r r- 1 *-3 l D MMNIV m g 0 1 Mil I v‘ir/-21_1-1 /K\3 j L 1 1 L _J _ .11■1% SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical ❑ Plumbing • Gas Piping City of Tukwila BU!Li) NC, DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. t MOTE: Revisions will require a new plan submittal and may include additional plan review fees. l Q ) Cnj a )1J-----:) M ❑ Z APPLICANTS CONSULTANT_ * (CONSULTANT UNDER CONTRACT WITH OWNER) CIVIL ENGINEER: STRUCTURAL ENGINEER: ELEGTR I GAL ENGINEER: MECH. $ PLUMB. ENGINEER: 0Am A I» L 0 'o l�J PAC LAND . ANF HALL'S ENGINEERING MBSE 1505 WESTLAKE AVE. N. c1420 TELSTAR AVE., SUITE 118 5410 WILSHIRE BLVD., #602 31332 VIA COLIMA, UNIT #112 SUITE 305 EL MONTE, CA. 91131 LOS ANGELES, CA. 90036 WESTLAKE VILLAGE, CA. 9I 362 SEATTLE, WA. 98IOci (626) 448 -8182 (323) 933 -1068 (818) 135 -5551 (206) 522 -ci510 (626) 448 -SO�f2 FAX (818) -f35 -5554 FAX (206) 522 -8344 FAX ATTN: MICHAEL WANG ATTN: LEN FINBERG ATTN: BILL BOOTH (PLUMB.) ATTN: BILL FORTUNATO ATTN: TOM NASROLLAHI (MEGH.) (SIS) S48 -1556 (8I8) 348 -0111 FAX SUITE #130 E3E33 2IMAVAYC_c V D (PHARMAG I TY) REFERENCE PERMIT #: BLDG. $ SAFETY - 010-023 MEGHANIGAL - - - MIO-011 PLUMBING - - - - PG10-00c ELECTRICAL - - - ELIO -0051 �p `o)U v 0 U '� gitTGZE-g3 EggPDD EgE=RECif,g MM _I-1 A l< �PCQMI EgEaDr-J9E(0) C Q tJLjJ!1 ❑ - U ILI A gE(C))K1 - LEGEND VICINITY MAP APPLICABLE CODES SUMMARY GENERAL NOTES SFC GENERAL NOTES SHEET INDEX GRID NUMBER © NUMBER REFERENCE 0 I - INTERIOR ELEVATION BUILDING WALL 4 • ) 2 DIRECTION OF WALLS A ' \ ' EXISTING TWO STORY BUILDING I. 2 3. 4. 5. 6. -1 8. q. 10. II. 12 I I I. I I -. • . ALL WORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE WORK. REPORT ANY DISCREPANCIES AND / OR POTENTIAL PROBLEMS TO THE ARCHITECT, PRIOR TO PROCEEDING. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS. (N.I.G.) THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS (OR ACCESS DOORS) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF - CLOSING DEVICES IN ONE (I) HOUR RATED CONSTRUCTION. ALL PENETRATIONS AT FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, AND/ OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. EXIT SIGNS, WHERE NOTED OR REQUIRED SHALL BE WORDED "EXIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 3/4" WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND / OR APPLICABLE REGULATIONS. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED HOURS" DURING BUSINESS HOURS IN LETTERS, NOT LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. Al L EXPOSED ELECTRICAL EQUIPMENT, GONDUITS,PLUMBING LINES, ETC... SHALL BE PAINTED WITH MIN.(2) GOATS.OF PAINT TO MATCH THE ADJACENT SURFACES. . CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS, DRIVEWAYS, ETC., PRIOR TO POURING CONCRETE OR LAYING ASPHALT PAVING. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER CITY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATIONS, PRIOR TO PROCEEDING. OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND / OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH -IN, STUB -UPS, ETC. THE GENRAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SLAB OR APP IN FINISHES ON WA S L L G FINI H LL . THE GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE (ISO) WHEN REQUIRED BY OWNER, BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE GENERAL- CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SITE WATER MAIN TO INTERIOR OF BUILDING. GENERAL CONTRACTOR TO CLEAN UP AND REMOVE ALL REFUSE MATERIALS, CONDUIT, WIRES, ETC... AT END OF EACH SHIFT. I. BIDDERS (GENERAL CONTRACTORS AND SUB - CONTRACTORS) SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECT'S DRAWINGS AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, OMMISSION, CLARIFICATION, ETC. OF ANY GENERAL: Swr �� IJ C� �r� A ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING WASHINGTON STATE AMENDMENTS I. 2006 INTERNATIONAL BUILDING GODS 2. 2006 INTERNATIONAL BUILDING GODS CHAPTER II CONSTRUCTION TYPE IS TYPE II -V FULLY SPRINKLERED T -I.O TITLE SHEET 2 CIVIL: �J OCCUPANT LOAD ANALYSIS PER TABLE 1004.1.1 ZOO6 IBC - D I.O DEMO 10 ND T.E.S.G. PLAN G -3.o G- - • SE INTE -TOR PLAN G -5.0 ANITARY SEWER ► .TAILS ARCH ITEGTURAL: INFORMATION NECESSARY FOR THE COMPLETION OF THEIR WORK. 2. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR RESONABLY INFERRED OR REQUIRED BY ANY APPLICABLE GOSE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPER FINISHED JOB. 3. CONTRACTOR PRIOR TO BIDDING SHALL MAKE ALL APPLICABLE DRAWINGS AVAILABLE TO ALL SUB- BIDDERS TO ENSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. THE GENERAL CONTRACTOR'S BID SHALL BE DEEMED COMPLETE AND REPRESENTING THE CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. 4. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY THE ARCHITECT OF PROBLEMS, IF ANY. FAILURE TO DO SO SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURES SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND WITHOUT IMPACT TO THE PROJECT SCHEDULE. 5. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRASNSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. 6. EXISTING BUILDING FEATURES /CONDITIONS (INCLUDING UNDER SLAB UTILITIES OR STRUCTURE) WERE SHOWN FROM RECORD DRAWINGS PROVIDED BY LANDLORD (WESTFIELD) WHICH WERE TAKEN TO REFLECT THESE EXISTING CONDITIONS. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING HIS ARK' 1 WHERE NO GONSTRUGTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS AND /OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 8. WHEN SHOP DRAWINGS ARE REQUIRED, ALL DIMENSIONS ARE TO BE VERIFIED AT THE JOB SITE BYN THE GENERAL CONTRACTOR PRIOR TO FABRICATION OF THE ITEM. q. WORK NOT INCLUDED IN CONTRACT WILL BE DESIGNATED AS NIG , "FUTURE" OR BY OWNER AND MAY BE EXCLUDED FROM THE CONSTRUCTION CONTRACT. ALL OTHER WORK REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BID PRIGS. 10. CONTRACTOR SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. II. 51GNAGE SHALL BE CONTRACTED DIRECTLY BY THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE J- BOXES, ACCESS PANELS AND NECESSARY BLOCKING FOR FASTENING OF SIGNS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH OWNER'S SIGN CONTRACTOR. Suite # Description SF Est SF Breakdown Occupant Load Factor # of Occupants Total # of Occupants Min. 3 means of egress when Occ exceeds Req'd - E Egress 9 Width Inches • Egress 9 Provided Inches �b rid tars' � ICE /ANSI AI I U (2003), ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES A5.0 SECTION 3 WALL NUMBER F- W V � IL 3. 2006 INTERNATIONAL MECHANICAL CODE 4. 2006 INTERNATIONAL FIRE CODE 5. 2006 UNIFORM PLUMBING GODS 6. X006 WASHINGTON STATE ENERGY GORE S 3j �KWIL,4 -r PARKh`IAY I- tll ill � aL . BAKER PLAN CHANGE/BULLETIN I EXTERIOR MATERIAL COLOR REFERENCE AR-I.0 OVERALL REFERENCE SITE PLAN AR-I.1 ENLARGED REFERENCE SITE PLAN 4 HARDSGAPE PLAN A -O.O OVERALL REFERENCE FLOOR PLAN DA-I.0 DEMOLITION PLAN A -I.0 FLOOR PLAN A - 4TER .PARKIN/ Fr r 100 SFC Market - Occup. Group M i 30,427 680 500 ADDENDUM © DOOR REFERENCE NUMBER Sales 19,749 30 658.3 98.7 Kitchen 1,099 200 5.5 ; 0.8 Warehouse /Storage} 6,412 500 12.8 1.9 A -I.IA CNLAR6CD 1-LOOR i'LAN - BLVD 1. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY GODS 8. 2008 NATIONAL ELECTRICAL CODE (NFPA 10) A -1.113 CNLARGCD 1-LOOR PLAN A -I.2 ENLARGED FLOOR PLANS, ELEVATIONS 4 DETAILS Locker Room 128 50 2.6 DETAIL REFERENCE • 6.0 Office 111 100 1.1 A -1.3 CUITC 150 CNLARGCD i'LANC i } O 110 Retail - Occup. Group M 163 30 5.4 5.4 50 0.8 A -I.4A CUITC 140 CNLARGCD i'LANC A -1.40 CUITC 140 CNLAF6CD PLANS A -I.5 SUITE 130 ENLARGED PLANS 120 Retail - Occup. Group M 185 30 6.2 6.2 50 0.9 STRANDER BLVD. O N Q z 171h A 9. 2006 INTERNATIONAL FUEL 4 GAS CODE 130 Retail (Pharmacity) - Occup. Group M 1,301 30 43.4 43.4 50 6.5 A -LEA I OOR 1 INISH PLAN 140 _ Food (Pinoy Kitchen) - Occup. Group A -2 1 2,354 78.4 50 11.8 A -2.0 RCiLCGTCD CCILIN6 PLAN Kitchen 1,274 200 6.4 A -2. FCiLCGTCD CEILING fi'LAN DETAILS A -3.o ROOF PLAN ® 0 NO SCALE CustomerlSeating 1,0$0 15 72.0 A -4.0 EXTERIOR CLCVATIONS. 150 Retail (Valerio's Bakery) - Occup. Group M 1,506 969' 200 22.7 50 3.4 A -4.1 MAIN SA LCC INTERIOR CLCVATIONG A -4.2 SUITE 130, 140 150 INTERIOR ELEVATIONS Kitchen 4.8 Sales 537 30 . 17.9 A -�.O ENTRY SECTION A -6.0 MISCELLANEOUS DETAILS A -6.I MICGCLLANCOUC DETAILS A -1.O DOOR $ ROOM FINISH SCHEDULE STRUCTURAL: Entry Vestibule 243 ABBREVIATIONS PROJECT ADDRESS SS DIFFERED ED SUBMITTAL Utility Room 319 Toilet Rams 259 STO GENERAL NOTES STI FOUNDATION DETAILS ST2 ROOF FRAMING DETAILS MISCELLANEOUS DETAILS ST3 MISCELLANEOUS DETAILS 01.0 DEMOLITION FOUNDATION PLAN 02.0 2ND FLOOR FRAMING PLAN 51.0 FOUNDATION PLAN 52.0 2ND FLOOR FRAMING PLAN Corridors 565 A/C. AIR CONDITIONING M.H. MANHOLE A.G. ASPHALTIC, CONCRETE M.O. MASONRY OPENING A.F.F. ABOVE FINISH FLOOR MTR. METER ALUM. ALUMINUM N.I.G. NOT IN CONTRACT A.S.R. AUTOMATIC SPRINKLER RISER N.T.S. NOT TO SCALE BLK. BLOCK O/ OVER BLDG. BUILDING O.G. ON CENTER G.B. CATCH BASIN O.D. OVERFLOW DRAIN G.J. CONTROL JOINT O.S. OVERFLOW SCUPPER G.L. CENTER LINE OPP. OPPOSITE GLG. CEILING P.L. PROPERTY LINE GLR. CLEAR P.O.G. POINT OF COL. COLUMN CONNECTION CONC. CONCRETE CONT. CONTINUOUS R.D. ROOF DRAIN G.T. CERAMIC. TILE SIM. SIMILAR D.S. DOWN SPOUT T.G. TOP OF CONCRETE E.D.F. ELECTRIC DRINKING FOUNTAIN T.M. TOP OF MASONRY E.J. EXPANSION JOINT T.P. TOP OF PARAPET E.W.G. ELECTRIC WATER COOLER T.S. TOP OF SHEATHING EXP. EXPOSED TYP. TYPICAL U.N.O. UNLESS NOTED F.D. FLOOR DRAIN OTHERWISE F.G. FINISH GRADE W/ WITH F.H. FIRE HYDRANT W.H. WATER HEATER FIN. FINISH INTR. WATER 1 568 SOUTHGENTER BLVD. TUKW I LA, hIASH I NGTON IC, I NG COUNTY APN: g20247OOIO • FIRE SPRINKLER • FIRE ALARM RACK 4 GONDOLA ANCHOR DETAILS 2 Loading Dock 1,542 Totals 35,936 836.4 125.5 144 _.__..___._:__._. Suite REQ D TOILET € __...._.__..__ ___ ..___._.__.___..__ �.___.....__...___.__._._-:____._.._. Description: FIXTURES PER TABLE 2902.1 �...- :- .._.._.:._.- _.__,.__.._ i Occupant I Est SF i Load ! SF ,Breakdown} Factor 2006 .._.___...__..._.... # of Occupants IBC & WA _--..__..._. Total # of ' Occupants STATE AMENDMENTS ___.__...._.._.._.._.__.__.... ? _. C3.0 RO01 1 FAMIN& 1"LAN 5, 4.0 STOFCI FONT SECTION ELECTRICAL: 100" SFC Market - Occup. GroupM 30,427. 19,749' 1 200 __.__._._�,__ 200 98.7 ___.�.____ 5.5 107 I ...._ �......__.._,___.__,__ ........ . .....__ _.__.__....__ I E -I SINGLE LINE DIAGRAM AND SYMBOLS LEGEND ITINC Sales _.._._.__.__ _ ^____ ._ _ ____ l Kitchen _..____ w _ .__....._.__i 1,0991 __..._- . _....� ...,�.___.._._. C -2 LIGI i'LAN Warehouse/Storage r 6,412 5,000 1281 200 1,3 0.6 C -3 I OWCR t'LAN SCOPE OF WORK I Locker Room C -4 FCI- RIGCFATION PLAN E -5 SUITE 130 ELECTRICAL PLANS __....__._...__ 110 Office _._.._..._r_.__.._.._. ___.:______.._:_.._____._____ _1_ Retail - Occup. G r o u p 111 200 _.......__- __� 163 T - 200 0.6 0.8 , ! .�__----- .-- .- ., .0.8; C -b SUITE INFO CLCGTRIGAL PLAN-, 120 Retail - Occup. Group M 185, 200 0.9 0.91 C -T SUITE 150 CLCGTRIGAL PLAN- E -8 PANEL SCHEDULE MECHANICAL: BUILDING: 130 IRetail (Pharmacity)- Occup. Group M 1,301 200 6.5 6.51 - 140 I Food (Pinoy Kitchen) - Occup: Group A -2 _ 2,354! - -t - 1,274= 200 -� - 6.4 ,�^ 42'4' I. DEMOLITION OF REMAINING EXISTING INTERIOR IMPROVEMENTS (LANDLORD WILL DEMOLISH MAJORITY OF EXISTING IMPROVEMENTS IN THEIR SCOPE). DEMOLITION OF PORTIONS OF EXISTING FLOOR SLAB FOR FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS. 2. NOT USED 3. TENANT IMPROVEMENTS OF PORTION OF GROUND FLOOR - (BALANCE OF GROUND FLOOR - 8,558 SF AND ENTIRE SECOND FLOOR TO BE IMPROVED UNDER SEPARATE PERMIT BY WESTFIELD. 4. NOT USED MEGHANICAL : Kitchen ------- _ - - - -- M -I MECHANICAL SCHEDULE, DETAILS, AND NOTES M -2 MECHANICAL FLOOR PLAN M-5 MECHANICAL ROOF PLAN M -4 ENLARGED TENANT MECHANICAL FLOOR PLAN HOODS, EXHAUST FANS, AND MUA UNITS M 5 GAPTII(EAIRE HO M-6 ENERGY FORMS RG O �� PLUMBING• OIiYOTIlED Customer /Seating 1,080: 30 36.0 I i 150 Retail (Valerio's Bakery) - Occup. Group M 1,506 200 200 4.8 7.5' i 4 Kitchen 969 37 537, Sales ........... 2.7 __..___......._......... 'Entry Vestibule 243; }UtifityRoom 3191 ; ADDITIONAL NOTES`"` }Toilet Rooms 2591 P -O PLUMBING COVER SHEET 01 2010 - P 0.2 PLUMBING SCHEDULE P -03 PLUMBING DETAILS PERMIT CENTER P -I.O WASTE AND VENT P -2.0 HOT AND COLD WATER P -3.0 GAS PLAN P -4.0 WASTE $ VENT ISOMETRIC VIEW CORRECTION LT �'' 170, 0 ....--0001 t Corridors I i Loading Dock 565: �.21 1..__.... w.-_.._.._...._.___ _.___.__...�__.---- ...._._.�_.. __. i ___..._.__. �___.__�___._..__�.___..__r. I. PUBLIC HEALTH - SEATTLE $ KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. ��� __.____ ._ _._.__ _�.._ ____._ F�..__ _`___. 1 5. INSTALLATION OF NEW MECHANICAL VENTILATION SYSTEM (NEW SPLIT SYSTEM HEAT PUMP UNITS, EXHAUST FANS) AS INDICATED ON PLANS. ! Totals 35,9361 164.9 ! Required Provided FLR. FLOOR V.I.F. VERIFY IN FIELD F.O.G. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.S. FINISH SURFACE / FLOOR SINK G.I. GALVANIZED IRON PL UMBING: Men Women Men Women Comments 6• INSTALLATION OF NEW PLUMBING FIXTURES AND PIPING (SANITARY WASTE, HOT 4 COLD WATER AND AS LINES) TO BE TIED INTO EXISTING PLUMBING_ SYSTEM AS INDICATED ON PLANS. Occ Load per } 82 82. } 82 82 Actual toilet and DF facilities will be constructed under Seafood City market permits (010 -022 & PG10 -008). --" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2010 /I A- �+ T �,, ■. City of Tukwila D ��lS' " BUILDING DI i Toilets 2 1 I 2 2 Urinals 0 I 1 Calculation provided for entire Seafood City Marketplace space (which includes Seafood City market (010-022 & PG10 -008), Valerio's Bakery (010-019 & PG10- 006), Pinoy Kitchen (D10 -021 & PG10 -007,and Pharmacity (010-023 & PG 10- 009). Valerio's Bakery (D10-0198, PG10 -006) and Pharmacity (010 -023 & PG 10- 009) are providing staff only toilet rooms in addition to required toilet facilities. 1 I Lays 1 1 1 - _ _ 1 _ f Drinking Fountains} 2 2 -� ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED. USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NH DE I. RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT 'ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: U w a I W W I W J I p DRAWING TITLE: REVISIONS: BLDG. & SAFETY 1 COMMENT S BLDG. & SAFEr,' 2 COMMENTS n n n n A n n n DATE 02 -09 -10 JOB NO. 09293 SHEET-NUMBER T1.0 7, 2'-4" ELECTRICAL PANEL BOX m 0 • TIME CLOCK ELEVATION IL2j REFRIGERATION ALARM COMPUTER RACK 5" DIA. CONDUIT W/PULL STRING FOR TELEPHONE 4 CAMERA CABLE CID in TIME CLOCK ELEVATION B LEGEND SINGLE RECEPTACLE WITH ISOLATED GROUNDING SINGLE RECEPTACLE DUPLEX RECEPTACLE WITH ISOLATED GROUNDING DUPLEX RECEPTACLE QUAD RECEPTACLE WITH ISOLATED GROUNDING QUAD RECEPrACLE yr TELEPHONE Ir DATA Fl ELEVATION 4 0 2' -0' .x..1.1,...... \ JANITOR 9O o 128 2' -4" 1.47.,4: s!t'o•MN . 0 ies_;1..V :O:. ".V:l/ 14 6' -8" NORTH 5 A 0 0 0 0 -v 6' -7" 10' -6" IS "MIN. III "4 ,• •.,c.•....,..o.•,,., ....,..•J Vr,!•.•. aa•. c......•,,.•.,•.......•.•,....•.. o• vr.,,..,....•J V•••...•••J C.,•....• .,,c.,•..., \....�..,......'c.or , '. �11..�/• �1?I��.�I�.�t1���1� 11t1���1. �J.1�` �. ��.411'�I �.i�IS11 �1��i�1 .11 11 �1�1�'1�t.11 �.1�'11A�1 1• ...1��� \.\�1..1"d �i1 Nte MEN'S I LOCKER / b, F.5. MEN'S • // ii m . "II EQ. EQ. / )\ NORTH 5 RESTROOM KEYNOTES LAVATORY 1 -1/2" DIAMETER 5T ' L 42" LONG AT SIDE 18' LOG AT ID RTICAL AND 36" AT REAR 0 T • • SURFACE MOUNTED 50AP DISPENSER. SURFACE MOUNTED FEMININE NAPKIN - TAMPON VENDOR. 'XLERATOR' XL ELECTRIC HAND DRYER MIRROR W/ 3/4" WELDED SEAMLESS STAINLESS STEEL FRAME. SURFACE MOUNTED TOILET - SEAT -COVER DISPENSER SURFACE MOUNTED TOILET TISSUE DISPENSER. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. PROVIDED AND INSTALLED BY G.G. WATER CLOSET. REFER TO PLUMBING DRAWINGS. WATER HEATER MOP SINK, PROVIDED AND INSTALLED BY G.G. UTILITY SHELF MOP RACK, PROVIDED BY SEAFOOD CITY AND INSTALLED BY G.G. FLOOR SINK. REFER TO PLUMBING DRAWINGS. TOILET/ URINAL STAINLESS STEEL PARTITIONS AND STALL DOOR INSTALLED BY G.G. BATT INSULATIN FOR SOUND DRINKING FOUNTAIN, SEE 10 JANITORS ROOM ENLARGED PLAN SCALE 1/4"=11-0" 11 MEN5' RESTROOM 4 LOCKER ROOM ENLARGED PLAN SCALE 1/4"=1'-0" RESTROOM NOTES OFFICE ENLARGED PLAN 4 ELEVATION SCALE I /4 "= I' -0" 17 0 2S' -0° \Y/ 4' -6" (E)OPNG. Ov pv 0 0 u-I NORTH 6 AX. 36 "MIN. 0 O 0 0 c 0 ELEVATION MENS' RESTROOM ANGELED WALL X I ELEVATION 2 L _ _ 0 ELEVATION 13 Q x O 0 \\ 1 X I X X 73 N 7t" '4- ELEVATION 14 0 I1 "MIN. ,e U ELEVATION B 42 "MIN. 2 "MAX. 12 "MAX. ANGELED.WALL 0 0 \\ ELEVATION L WOMENS' RESTROOM 0 0 0 T \ ELEVATION 9 ANGELED 2 "MAX. ELEVATION S 12 "MAX. 1 a- m 0 0 0 ELEVATION 4 11251 0 0 0 JANITORS' ROOM ELEVATION 0 0 a- ELEVATION / ELEVATION S 0 um" I I - 0 0 ELEVATION 14 0 1124 SECOND FLOOR PLAN SCOPE OF WORK SCALE 1/8 " =1' -0" 18 RESTROOM 4 JANITORS' ROOM INTERIOR ELEVATIONS SCALE 1/4"=r-0" I. PROVIDE I -1/2" CLEARANCE BETWEEN WALL AND GRAB BARS. 2. DRAIN AND HOT WATER PIPES UNDER ALL LAVATORIES TO BE INSULATED. 3. GRAS BARS SHALL BE DESIGNED TO SUPPORT A 250# LOAD AND SHALL NOT ROTATE WITHIN THEIR FITTINGS. 4. FLUSH VALVE CONTROL ON WATER CLOSET SHALL BE OPERABLE BY AN OSCILLATING HANDLE WITH MAXIMUM FORGE OF 3 LBS. TOP OF ALL ELECTRICAL SWITCHES AND CONVENIENCE OUTLET NOT TO EXCEED 40 ", TYPICAL THROUGH -OUT. 5. NO SHARP OR ABRASIVE SURFACES IN FRONT OF LAVATORIES. 6. A CLEAR SPACE OF 30" X 48" SHALL BE PROVIDED IN FRONT OF LAVATORY TO ALLOW A FORWARD APPROACH AND COMPLY WITH. 1. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOWELS, WASTE, COIN SLOTS, ETC.) ARE TO BE WITHIN 40" OF FLOOR. S. MIRRORS - MAXIMUM 40" ABOVE FLOOR. q. TOILET TISSUE DISPENSER TO BE MOUNTED WITHIN 12" FROM THE FRONT EDGE OF TOILET SEAT. 10. THE RESTROOM DOORS MUST BE WELL FITTING AND SELF - CLOSING. II. PROVIDE SUFFICIENT VENTILATION IN RESTROOMS BY MEANS OF A WINDOW OR MECHANICAL CEILING VENTILATION. 12. TOILET ACCESSORIES LOCATED ON OR WITHIN WALLS BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. 13. TOILET ROOM SIGNS PER DETAIL 14. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE NJ ONE HAND) SHALL BE OF TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LBS. 15. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 54" ABOVE THE FINISHED FLOOR 4 WITH A CLEARANCE OF AT LEAST 2q" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN. OF 30" IN WIDTH 4 8" MIN. DEPTH AT THE TOP.TOE CLEARANCE SHALL BE A MIN. OF q" HIGH FROM THE FLOOR 4 A MIN. OF I1" DEEP FROM THE FRONT OF THE LAV. 16. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. 17. SELF - CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 18. ADD BATTERY POWERED SENSOR VALVES TO URINALS 4 HAND LAVATORIES. Iq. PROVIDE BATT INSULATION AT RESTROOM WALLS AND LOCKER ROOM WALLS FOR SOUND INSULATION. MULTIPLE ACCOMMODATION TOILETS: I. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END 4 54" WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 410 DEGREES FROM ITS CLOSED POSITION. 2. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MIN. q° CLEARANCE FOR FOOTRESTS UNDERNEATH 4 A SELF - CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION 3304(I.I)2C 15 NOT REQUIRED. 3. THE INSIDE 4 OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED VV A LOOP OR U- SHAPED HANDLE IMEDIATELY BELOW THE LATCH. THE LATCH SHALL FLIP OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. ■ UNIT CONDENSATE DRAIN, . SEE PLUMBING DRAWINGS ./---ROOF TOP MECHANICAL UNIT, - SEE MECHANICAL DWGS. '47.47 - 4777 -- - • F. ONE LAYER OF 5 /S" GYP. BD. ON STEEL STUDS AT 16" O.G. WITH I" TYPE 5 DRYWALL SCREWS 8" O.G. AT VERTICAL JOINTS AND 12" O.G. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS TO BE STAGGERED. 32" ON OPPOSITE SIDES ADJ. SPACE (A5 OCCURS) 2nd FLR. FIN. FLOOR -� a. . ICI I• • • 4s.O • EXTEND TO UND ROOF, SEE 5 FOR ROOF CON DETAILS 0 PER P 0E) • - I I I I I T •N (L) 5.A. IDE OF DWG5. ION • •••••70•.■•••■•••••■•••••■••.. I � r i 6. ' 1 „ -I 0 'sue WPJ 0 0 1 BATT INSULATION, WHERE OCCURS. SOLID BLOCKING AS REQUIRED TYPICAL. ADJ. SPACE (AS OCCURS) 1 NNI GROUND FLOOR CEILING AS OCCURS, SEE A -2.0 N WOMEN'S 124 TYP. \ LOCKER O NORTH 5 NOTE: LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 20I" FROM FLOOR TO BOTTOM OF APRON WITH KNEE CLEARANCE UNDER FRONT LIP EXTENDING A MIN. OF 30" IN WIDTH WITH 8" MIN. DEPTH AT TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND SHALL BE MIN. q" A.F.F. AND MIN. 11" DEEP FROM FRONT OF LAVATORIES. CONDENSATE BOTTOM OF MIRROR I 0 LAVATORY / SINK WITH CARRIER SUPPORT I N HANDICAP KNEE SPACE MIN.�' II" MIN. LEG GLEARANG 17" MIN. INSULATED DRAIN PIPE AND TRAP &SLIP JOINT FITTING TRUEBRO MODEL NO. LAV- GUARD (S00) 340 -541641 OR APPROVED EQUAL. FINISH FLOOR SGIN4A08 c DRAIN DOWN IN WALL, SEE PLANS FOR SIZE. LEVER TYPE FAUCET CONTROL RUBBER HOSE and CLAMPS ESCUTCHEON PLATE LAVATORY SUPPORT W/ CONCEALED ARMS. STUD WALL q" MIN. TOE CLEARANCE. 03 -I8 -02 LAVATORY DETAIL SGEG2A08 Q 0 SCALE 111=V-0" /8» Oq -0I -0B 041% BUBBLER OUTLET ORIFICE WATER FOUNTAIN, SEE PLUMBING DRAWINGS * IS° MIN. IF ALCOVE DEPTH 15 > 24 ". 12" DOOR SIGNS: 12" c. RESTROOMS 12" MANUFACTURED BY: TUBULAR SPECIALTIES MFG., INC. (800) q501-81101 FOR ADDITIONAL HANDICAP ACCESSIBLE REQUIREMENTS, REFER TO SPECS. I. SIGNS SHALL BE 1/4° THICK MIN. 2. CENTER SIGNS ON THE DOOR AT A HEIGHT OF 5'-0" A.F.F. 5. SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST MODEL NUMBERS: ?OMENS "540" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "840-A" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) UNISEX "840-61 (PROVIDE AT SPACES WITH ONE TOILET ROOM) TOILET ROOM BRAILLE SIGNS ADJACENT TO DOORS: MANUFACTURF-D BY: TUBULAR SPECIALTIES MFG., INC. (800) 15q-817q I. LOCATE ON THE WALL ADJACENT TO THE LATCH SIDE OF DOOR. 2. CENTER OF SIGNS TO BE HEIGHT OF 51-0" A.F.F. SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND COMAST. MODEL NUMBERS: WOMEN'S "840-T" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "840-AT" (PROVIDE AT SPACES WITH 1V10 TOILET ROOMS) UNISEX "840-BT" (PROVIDE AT SPACES WITH ONE TOILET ROOM) 3. BRAILLE: GRADE II, DOTS = 1/10" 0.0. IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, RAISED 1/40". SCIN4A01 11-21-01 PLEXIGLASS RESTROOM AGES5IBLE SIGNS SCALE NONE NOTES: I. PROVIDE SMOOTH GRAB BARS YVITH kV NO SHARP CORNERS. STANDARD SATIN FINISH. 2. DESIGN COMPLIES 1^1/ 250# DESIGN LOAD REQUIREMENTS. FINISHES, SEE FINISH SCHEDULE - TYPICAL. -WOOD BLOCKING. 56" OR 42" LONG AS OCCURS. METAL BRACKETS : 4'-0" DRILLING / SELF - TAPPING SCREWS THRU 5/16" THICK BACK PLATE FOR GRAB BAR SUPPORT - TYP. SPAN PLATE OVER (4) STUDS. METAL STUDS @ lb" OL. SOUND INSULATION AS OCCURS. MECHANICAL DUCTINORK SHAFT SCALE 20 ENLARGED PLAN SCALE 15 ACCESSIBLE INATER FOUNTAINS (IN ALCOVE) ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE VVRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RE SCALE NONE 10 GRAB BAR @ METAL STUD WALL SCALE REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2010 City of Tukwila BUILDING DIVIRIMI ooq RECEIVED CITY OF TUKIMLA APR 0 1 2010 PERMIT CENTER H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-08-10 3rd H.D. & 2nd B.D. SUBMITTAL: 03-01-10 3rd B.D. SUBMITTAL: 03-24-10 NRDE1. RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 -4 ERBERT N. NADEL STATE OF WASHINGTON GISTERED ' CHITECT cn CONSULTANT: 0 EMEMIN g4 LIJ is 5- 0 ) oi CC 0 O c6 Z • uj DRAWING TITLE: REVISIONS: A A A A A A A A DATE 02-09-10 JOB NO. SHEET NUMBER A 1.2 ROOM NAME FLOOR SUET 1 FINISH CEILING FINISH FASCIA FINISH SOFFIT FINISH FINISH SALES SERVICE 103 !PRESCRIPTION AREA +I I' -O" UNI -SEX TOILET 105 1 OFFICE /STORAGE OFFICE/ STORAGE 130 -105 NODEI. RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com FLOOR PLAN NOTES 4305 130 -103 +111 -O" NORTH NORTH UNI -SEX TOILET 1 130 -10,TI ENLARGED SUITE 130 REFLECTED CEILING PLAN SCALE ENLARGED SUITE 130 FLOOR PLAN SCALE - as - as - I. PROVIDE (2) ACCESSIBLE GHEGKSTANDS. GHEGKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 36" AISLE ON CUSTOMER SIDE OF THE CHECKSTAND W/ ADJOINING COUNTER HEIGHT NOT EXCEEDING 38" ABOVE THE FINISHED FLOOR W/ THE TOP OF THE COUNTER LIP NOT TO EXCEED 40" ABOVE THE FINISHED FLOOR. GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON 2. ACCESSIBLE GHEGKSTANDS SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEEL CHAIRS WHICH DISPLAYS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND and STATING "THE CHECKSTAND TO BE OPEN @ ALL TIMES FOR CUSTOMERS WITH DISABILITIES ". SEC.:3I03A(c)2C(III). 3. WHERE "QUICK" GI-IEGKSTAND(5) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. SEC.; 3I03A(c)2G(I II). 4. PROVIDE STAINLESS STEEL COVER ® BACK OF HOODS and OVENS WHERE CERAMIC TILE DOES NOT OCCUR. FILED VERIFY IN/ OWNER'S REPRESENTATIVES; FULL HEIGHT X WIDTH OF HOOD, TYP. 5. REFER TO ROOM FINISH SCHEDULE, SHEET A -7.0 FOR MORE NFORMATION 6. PROVIDE STAINLESS STEEL METAL CLOSURE STRIPS ALL CASE and N'NALL INTERSECTIONS - TYP. 1.. ACCESSIBLE COUNTER MIN. 36" LONG AND NO MORE THAN 28" TO 34" ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 112213.4. 8. GENERAL CONTRACTOR TO HIRE REFRIGJMECH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. 9. ALIGN ALL FINISHES 4 SEAL ALL GAPS. 10. WHERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE 4" PER FT. MAXIMUM. II. PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR - CEILINGS and ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED. 13. SEE PLUMBING DRAWINGS FOR SIZES and LOCATIONS OF FLOOR SINKS, FLOOR DRAINS: UNDERGROUND TRENCHES FOR WATER and DRAIN PIPES, GREASE TRAPS; VENT PIPES, WATER PIPES, and DRAIN PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 14. SEE. ELECTRICAL DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES FOR ELECTRICAL CONDUITS, FLOOR DUCTS, and STUB UPS; WALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. I. 5EE MECHANICAL AND REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES, FLOOR SINKS, DRAIN LINES; VENT PIPES and WATER PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 16. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB COOLER and FREEZER BOXES WITH THE MANUFACTURER, PRIOR TO FORMING and POURING THE CONCRETE CURBS. 17. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB CA5E5, TUBS and OTHER FIXTURES, PRIOR TO BEGINNING THE CONSTRUCTION. PROVIDE FURRING, STUB UPS, OUTLETS, WATER and DRAIN PIPES PER MANUFACTURER'S REQUIREMENTS. Is. CONTRACTOR SHALL COORDINATE ALL CONDITIONS EXISTING OR NEW, VERIFY and INFORM ARCHITECT OF ALL DISCREPANCIES ON PLANS and OTHER DISCIPLINE PLANS MENTIONED ABOVE PRIOR TO COMMENCING THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS DUE TO FAILURE TO DO 50. la. 0rc MECHANICAL and REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF REFRIGERATION and ELECTRICAL CENTERS. 20. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL SUB - CONTRACTORS TO ENSURE THAT THE LOCATION OF ALL VERTICAL PIPES and CONDUITS ARE GROUPED TOGETHER IN THE SAME APPROXIMATE AREA. 21. ELECTRIC DROP CHORDS FROM CEILING -EXACT LOCATION TO BE DETERMINED / COORDINATED BY SEAFOOD CITY AND G.G. 22. NEW CONCRETE SLAB TO BE FLUSH WITH EXISTING ADJACENT CONCRETE SLAB. ALSO REFER TO STRUCTURAL DINGS. 23. REFER TO ELECTRICAL DINGS. FOR NEW WALKER DUCT INFORMATION. 24. TACTILE EXIT SIGNS THAT STATE "EXIT" OR "EXIT ROUTE" TO BE INSTALLED AT ALL EXIT 25. DOORS AND EXIT ACCESS DOORS PER 10113. REFER TO SHT. Al DOOR TYPES K, (SIM,) 26. FOOD PREP AREA WALLS TO BE CONSTRUCTED ON CONC. CURBS REFER TO DETAIL 5 /A6.I, U.N.O. 27. NOT USED 28. GENERAL CONTRACTOR TO PROVIDE POSTIVE SLOPE TO DRAINS IN FOOD PREPARATON, RESTROOMS. 29. REFER TO DETAIL 9/A -6.0 AND MECHANICAL DINGS FOR MORE INFROMATION. / / / //\ / / / /,/ / / / / // sxkx / / \/, /� Ic /4 \/ \to /\ / >` / / /yes // ,b �/^ >% cJ�� / / \/ / SALES / 150 -101 610 so. FT. 46.q% RX IRA ,60 16 117A ,6x7 RX 1RA1 1D 6R 1 16x7 I 16,7 67 1RA>1677 1 16x7 18 o s► .`1i 101 1 11g; lae t, g IV i4 • ►4 0'r 692 5Q. FT. m� U 6x iRA Rx IRA Rx IRA Rz IRA Rz 6x IRA Rx IRA 'cF 6y,o I� 18x7 ,6x7 16x7 16x7 16x 16x7 16x7 .� '' 4► I��4 PRESCRIPTED MED FILLING STATION . 11 FAXI r ►r ■ (. llw, st71w� ,�MvM ,t71RA =4M; III SERVICE 130 -102 / A PRESCRIPTION 130 -103 / / / / 03 / / / /'r / / / / ,4 I3' -9" 51 -111 / i// \(< V \\ WILL GALL CABINET 1 ,rR)- I� ?,AI- Pilo -ooh KEY PLAN NO SCALE ,;;•; ,H O •-•I•I•II ■741.10 ii • iii 4..„.,,,., _.,.,....01 1 ‘1•Nk •�`1,4, F D \ h, ( -1 Mil s,/ / )1/40grilV.11111f ■ /1 /1 /1 / 19 DRAWING TITLE: RE ,I COE COMPLIANCE FOR APPROVED APR 2 2 2010 NORTH / )\HUNI-5EX // / • TOILET I 130 -104 I �, NORTH City of Tukwila BUILDING D11IISinnl REVISIONS: BLDG. & SAFETY COMMENTS � BLDG. & SAFETY / 2 \COMMENTS A A A A A A A A DATE 02.09 -10 5 5 ENLARGED SUITE 130 FLOOR FINISH PLAN O SCALE 1/4 " =1' -0" ENLARGED SUITE 130 FIXTURE PLAN SCALE RECEIVED CITY OF TUKWILA APR 012010 PERMIT CENTER JOB NO. 09293 SHEET NUMBER A -1.5 1/411= I' -011 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 A ABV AC AD AFF AHU AL ALT AP APPROX AR ARCH ARV AUTO BD BEL BFF BFP BG BHP BLDG BOD BOT BT BTU BV CA CAB CD CFH CH CI CKV CL CLG CMP CO CO 2 COL CONC CONN COND CONSTR CONT CONTR COTG CW D DCBP DD DF DIA / 0 DISCH DN DW DWG DWV EFF EL ELEC ELEV EM ER EQUIP EWC (E) EXP EXT EXTN F (F) FCU FCO FH CAB FIN FL /FF FLR FOR FOS FOV FP FPM FS FSW FU FT FIR FUR FW G GA GAL GALV GC GCK GCO GPM GV GW H HB HBD HD HDR HDWE HP HTR HVAC HW HWR ICW ID INSUL INTR IE KEC KIT KW PLU vIBING ABBREVIATIO\ S COMPRESSED AIR ABOVE AIR CONDITIONING AREA DRAIN ABOVE FINISH FLOOR AIR HANDLING UNIT ALUMINUM - ALTERNATIVE, ALTERNATE ACCESS PANEL APPROXIMATE ACID RESISTANT • ARCHITECT, ARCHITECTURAL AIR •RELIEF VENT AUTOMATIC BELT DRIVE BELOW BELOW FINISH FLOOR BACKFLOW PREVENTER BELOW GRADE BREAK HORSEPOWER BUILDING BOTTOM OF- DUCT: : BOTTOM BATH TUB BRITISH THERMAL UNIT BALL VALVE COMPRESSED AIR CABINET CONDENSATE DRAIN CUBIC FEET PER HOUR CABINET HEATER . .CAST IRON CHECK .VALVE. CENTERLINE CEILING - CORRUGATED METAL PIPE CLEANOUT CARBON DIOXIDE COLUMN CONCRETE CONNECTION CONDENSER, CONDENSATE CONSTRUCTION CONTINUATION CONTRACTOR CLEANOUT TO GRADE COLD WATER (DOMESTIC) DEPTH, DEEP DOUBLE CHECK BACKFLOW PREVENTER DIRECT DRIVE DRINKING FOUNTAIN DIAMETER DISCHARGE DOWN • • DISTILLED WATER DRAWING. DRAINAGE, WASTE & VENT EFFICIENCY ELEVATION ELECTRIC, ELECTRICAL ELEVATOR EMERGENCY EQUIPMENT . ELECTRICAL WATER COOLER EXISTING EXPANSION EXTERIOR EXTENSION FAHRENHEIT FUTURE FAN COIL UNIT - FLOOR CLEANOUT FIRE. HOSE CABINET FINISH FLOOR FLOOR - FUEL OIL RETURN FUEL OIL SUPPLUY FUEL OIL VENT - FIRE PROTECTION FEET PER MINUTE FLOOR SINK FLOW SWITCH FIXTURE UNITS FEET FLUE THRU ROOF FURNACE FILTERED. COLD WATER GAS GAUGE GALLON GALVANIZED GENERAL CONTRACTOR GAS COCK GRADE CLEANOUT GALLONS PER MINUTE GATE VALVE GREASE WASTE HEIGHT / HIGH HOSE' BIBB HOSE BIBB DRAIN HUB DRAIN - HEADER HARDWARE HORSEPOWER HEATER HEATING/ VENTILATION/ AIR CONDITIONING HOT WATER (DOMESTIC) HOT WATER RETURN (DOMESTIC) INDUSTRIAL COLD WATER INSIDE DIMENSION / DIAMETER INSULATION INTERIOR INVERT ELEVATION KITHCEN EQUIPMENT CONTRACTOR KITCHEN KILOWATT L LP MAX MBH MECH MFR MPG MH MIN MISC MTD (N) NG NIC NO /# NOM N TS 02 OSA OC OD OFD OFL OP OPNG OR ORWL OS OSD PC PG PLBG PIV POC PREFAB PRV PSF PSI PVC PW PWR R / RAD RCP RD REQD RFE RFLE RM RPBP RPM RWL SAN SCHED SFE SFLE SG SHT SIM SOC SOL SOV SPEC(S) SS STD STM STS T &P TCC TD TEMP TG TMP TOS TW TXV TYP U. UON UBC UFC UMC UPC V VA VAC VB VD VEL VFD VIF VS VT VTR W W/ W/0 WC WCO WF WM WSSK WT LENGTH/ LONG LIQUID PETROLEUM MAXIMUM 1,000 BTU PER HOUR MECHANICAL MANUFACTURER MEDIUM PRESSURE GAS MANHOLE MINIMUM MISCELLAENEOUS MOUNTED NEW NATURAL GAS NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OXYGEN OUTSIDE AIR ON CENTER OUTSIDE DIMENSION / DAIMETER OVERFLOW DRAIN OVERFLOW RAIN WATER LEADER OPERATING OPENING OIL RETURN OVERFLOW RAIN WATER LEADER OIL SUPPLY OPEN SITE DRAIN PLUMBING CONTRACTOR PROPANE GAS PLUMBING POST INDICATING VALVE POINT OF CONNECTION PREFABRICATED PRESSURE REDUCING VALVE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PROCESS WATER PROCESS WATER RETURN RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN REQUIRED REFERENCE FLOOR ELEVATION REFERENCE FLOW LINE ELEVATION ROOM REDUCED — PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE RAIN WATER LEADER SANITARY SCHEDULE SITE FLOOR ELEVATION SITE FLOW LINE ELEVATION SPECIALTY GAS SHEET SIMILAR SHUT —OFF COCK SOLENOID SHUT —OFF VALVE SPECIFICATIONS SANITARY SEWER STANDARD STORM STAINLESS STEEL TEMPERATURE & PRESSURE TEMPERATURE CONTROL CABINET TRENCH DRAIN TEMPERATURE TO GRADE TEMPORARY TOP OF SLAB TEMPERED WATER THERMAL EXPANSION VALVE TYPICAL UNION UNLESS OTHERWISE NOTED UNIFORM BUILDING CODE UNIFORM FIRE CODE UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE VENT VALVE VACUUM VACUUM BREAKER VOLUME DAMPER VELOCITY VARIABLE FREQUENCY DRIVE VERIFY IN FIELD VENT STACK VITRIFIED TILE VENT THRU ROOF WIDE / WIDTH WITH WITHOUT WATER COLUMN WALL CLEANOUT WATER FOUNTAIN WATER METER WALL SERVICE SINK WEIGHT PLUMBING ABBREVIATIONS PIPE TEE UP PIPE TEE DOWN. AIR RELIEF VENT PIPE ELBOW DOWN PIPE ELBOW UP PIPE TEE BRANCH UP (W/ ELBOW) PIPE TEE BRANCH DOWN (W/ ELBOW) INDICATES DIRECTION OF DOWNWARD PITCH CONCENTRIC REDUCER �I ECCENTRIC REDUCER FLOW DIRECTION INDICATOR INDICATES EXPANSION LOOP v PIPE ANCHOR -I I UNION CAP 5 t BALL VALVE I CHECK VALVE (ARROW TOWARD DIRECTION OF FREE FLOW) DOUBLE CHECK BACKFLOW PREVENTOR REDUCED PRESSURE BACKFLOW PREVENTOR CIRCUIT SETTER GATE (SHUT —OFF) VALVE HOSE BIBB, RECESSED GAS SHUT —OFF COCK ,& PRESSURE REDUCING VALVE E GAS PRESSURE REGULATING VALVE 5psi TO 7" WC A.S.M.E. PRESSURE RELIEF VALVE VALVE IN RISER (SHUT —OFF) FLEX GAS LINE YARD BOX (WITH GATE VALVE) CONTROL STOP ® INLINE PUMP A<-, RV RELIEF VALVE HB HOSE BIBB 4 SHOCK ABSORBER STRAINER 5 0 FCO FLOOR CLEANOUT FS FLOOR SINK WM WATER METER POC POINT OF CONNECTION REFERENCE SYMBOLS MX.X —X ENLARGED PLAN 11 11111111111111111111 PLUNBI\ G THERMOMETER PRESSURE GAUGE WALL CLEAN OUT TRENCH DRAIN FLOOR DRAIN, ROUND FLOOR DRAIN SAQUARE ROOF DRAIN OR OVERFLOW DRAIN OVERFLOW SCUPPER (E) CONNECT NEW TO EXISTING (N) SHADED SIDE IS NEW WORK SECTION LI\ ETYPE LEGEND OSW OIL AND .SAND WASTE (BELOW SLAB/ GRADE) ID INDIRECT DRAIN GV GAS VENT HBD HOSE BIBB DRAIN / PLUMBING WITH HEAT. TRACE CW(E) DOMESTIC COLD WATER (E) DOMESTIC HOT WATER (E) DOMESTIC HOT WATER RETURN (E) PLUMBING DEMOLITION MPG(E) MEDIUM PRESSURE GAS LINE G(E) NATURAL GAS, PROPANE (E) CD(E) OFL(E) RWL(E) SS(E) GW(E) V(E) PLUMBING EQUIPMENT (E) PLUMBING EQUPMENT ON ROOF CONDENSATE DRAIN (E) OVERFLOW LEADER (E) RAINWATER LEADER (E) SANITARY SEWER (E) GREASE WASTE LINE (E) SANITARY VENT (E) SUFFIX (E) IN CONJUNCTION WITH LIGHTER SHADING INDICATES EXISTING PIPE OR EQUIPMENT. (TYPICAL OF ALL EQUIPMENT AND PIPING). SS SANITARY OR WASTE PIPING ABOVE SLAB SS .SANITARY OR WASTE PIPING BELOW SLAB COLD WATER PIPING HOT WATER PIPING CD CONDENSATE DRAIN GW GREASE WASTE FW FILTERED COLD WATER MPG MEDIUM PRESSURE GAS LINE G NATURAL GAS, PROPANE V SANITARY VENT GW GREASE WASTE PIPING BELOW SLAB OZ OZONE WATER DRAWING INDEX PO.1 PLUMBING COVER SHEET P0.2 SCHEDULES SHEET P0.3 PLUMBING DETAILS SHEET P1.0 WASTE AND VENT PLAN P2.0 HOT AND COLD WATER PLAN P3.0 GAS PLAN GENERAL NOTES THESE DRAWINGS HAVE BEEN DEVELOPED FROM AVAILABLE ORIGINAL DRAWINGS AND RECORDS FURNISHED BY THE OWNER. MATERIALS DIMENSIONS, ROUGH PATTERNS AND THE LIKE ARE INTERPRETATIONS OF THOSE RECORDS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. (REMODEL ONLY) PRIOR TO BIDDING, OBTAIN A COPY OF THE SPECIFICATIONS AND PLANS, VISIT THE JOB SITE, TAKE ALL NECESSARY MEASUREMENTS, NOTE EXISTING CONDITIONS, AND GATHER ALL OTHER INFORMATION NEEDED FOR AN ACCURATE BID. ALLOWANCES WILL NOT BE MADE FOR EXTRA COSTS RESULTING FROM FAILURE TO NOTE EXISTING CONDITIONS. MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO PIPING, CONTROLS AND AIR CONDITIONING SYSTEMS. (REMODEL ONLY) 3. BECAUSE OF THE NATURE AND THE SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS, FITTINGS, ELBOWS, ETC. MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS, OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS. THEY SHALL BE FURNISHED AT NO ADDITIONAL COST TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK AND SIMILAR. THE EXACT LOCATION IS TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB. 4. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE AND ALL COUNTY AND LOCAL CODES, CITY LAWS OR ORDINANCES. INCLUDING ALL STATE OR LOCAL BOARD OF HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES. WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL A FIRE STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE STOP MATERIAL SHALL BE PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT. ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND DIRECT AS POSSIBLE. FORM RIGHT ANGLE AND PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER; SPACE THEM AT A DISTANCE THAT PERMITS ACCESS FOR SERVICING VALVES. FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO STACKS. LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPES OR DRAINS. INSULATE ALL RAIN WATER LEADER AND CONDENSATE DRAIN PIPING LOCATED .INSIDE THE BUILDING. 10. CROSS SECTIONAL AREA OF VENTS THRU ROOF SHALL NOT BE LESS THAN LARGEST REQUIRED BUILDING SEWER. 11. PROVIDE CLEANOUTS ON ALL BRANCHES OVER 5' -0 ". 12. COORDINATE SIZE AND LOCATION OF METER, INCOMING WATER AND SEWER LINES WITH LOCAL UTILITY AGENCIES. NOTIFY OWNER'S REPRESENTATIVE OF THE UTILITY HOOKUP FEES OR ASSESSMENT COST AS SOON AS THEY CAN BE DETERMINED. NOTIFY OWNER'S REPRESENTATIVE AT ONCE IF PUBLIC SEWER OR WATER SERVICE IS NOT AVAILABLE TO THE SITE. 13. LOCATE ALL PLUMBING VENTS A MIN.' OF 10' HORIZONTAL OR MIN. 3' ABOVE MECHANICAL AIR INTAKES AND AIR COND. UNITS AND HOOD MAKE UP AIR BLOWER. 14. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND STANDARDS, INCLUDING UBC, UPC, NFPA. 15. PROVIDE SEAL BETWEEN WALLS AND PLUMBING FIXTURES AS PER HEALTH DISTRICT REQUIREMENTS. 16. COLD AND HOT WATER SUPPLY PIPING SIZES FOR FIXTURE CONNECTIONS ARE NOT SHOWN ON PLANS. SEE FIXTURE SCHEDULE FOR CONNECTION SIZES. 17. INSTALL ALL OVERHEAD PIPING AS CLOSE TO THE STRUCTURE AS POSSIBLE, OR AS DETAILED OTHERWISE. 18. LOCATE AND LABEL ALL VALVES FOR SERVICE ACCESSIBILITY. VALVES INSTALLED ABOVE CEILINGS SHALL BE ACCESSIBLE THRU CEILING. SEE DRAWINGS FOR LOCATIONS. 19. COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES PRIOR TO STARTING. IN THE EVENT THAT CONFLICTS ARE FOUND WITH THE WORK OF THE OTHER TRADES, BRING ALL SUCH CONFLICTS TO THE ARCHITECT'S ATTENTION FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA. DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS SHALL BE CORRECTED AT NO ADDITIONAL EXPENSE TO THE OWNER. IMMEDIATELY NOTIFY THE ARCHITECT OF CONDITIONS IN CONFLICT WITH THE PLANS. 20. PROVIDE PIPING EQUIPMENT AND MATERIALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODE REGULATIONS AND STANDARDS, AUTHORITIES HAVING JURISDICTION, OR AS OTHERWISE RECOMMENDED OR DIRECTED BY MANUFACTURERS. 21. COORDINATE INSTALLATION OF ALL PIPING BELOW GRADE WITH SITE COMPONENTS AND OTHER SYSTEM INSTALLATIONS. 22. COORDINATE ALL FIXTURES, EQUIPMENT AND ROUGH —IN CONNECTION LOCATIONS AND SIZES WITH ARCHITECTURAL DRAWINGS, OWNER AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 23. ALL PIPING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED OTHERWISE. ALL WALLS WHERE IN WHICH WATER OR WASTE LINES ARE INSTALLED MUST BE PATCHED TO MATCH EXISTING AFTER LINES ARE INSTALLED. 24. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. 25. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 26. ALL FLOORS SHALL SLOPE TOWARDS THE FLOOR DRAINS PER SECTION 411.2.1 OF 2006 UPC %LQ- ooi NADEI RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com EXPIRES 30/21/2010 consultbg explore CODE FOR ODE COMPLIANCE APPROVED APR 2 2 2010 City of Tukwila BUILDING nTUISInM CITY RECEIVED LA APR 01.2010 PERMIT CENTER • • mechanical building systems engineering 818335.5551 1 818.735.5554 f 31332 W o% able 112 wesndcs %loge. ca 91362 CONSULTANT: v CO CC W w c a. W 0 � W Z CO Cl) DRAWING TITLE: REVISIONS: 02.05. I O A\03. 01.19A, A \ A l` / \ DATE JOB NO. SHEET NUMBER 00-00-00 09293 P -0.1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 PLUMBING FIXTURE SCHEDULE CONTRACTOR FURNISHED CO \TRACTOR INSTALLED FIXTURE TRIM CONNECTIONS REMARKS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW W V FD -1 FLOOR DRAIN (ROUND) JAY R. SMITH 2005Y ROUND CAST IRON STANDARD - — — — — 2" 2" FURNISH WITH TRAP PRIMER CONNECTION FD -2 FLOOR DRAIN JAY R. SMITH 2270H MEDIUM DUTY CAST IRON STANDARD — — — — — 2" 2" HINGED GRATE WITH SEDIMENT BUCKET AND TRAPRIMER CONNECTION FD -3 FLOOR DRAIN JAY R. SMITH 2240HB MEDIUM DUTY CAST IRON STANDARD — — — - — 3" 2" HINGED GRATE WITH SEBINENT BUCKET AND TRAP PRIMER CONNECTION. FS -1 FLOOR SINK JAY R. SMITH 3100Y — CAST IRON WHITE — — — — — — — ACID RESISTANT, DOME STRAINER, AND HALF GRATE HB -1 HOSE BIBB (NON— FREEZE) WOODFORD HCB67 WALL HYDRANT _ _ _ — _ 3/4 » 3/4 _ _ AUTOMATIC DRAINING FREEZELESS WALL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. RECESSED HOSE BIBB. HB -2 HOSE BIBB WOODFORD 24 WALL FAUCET — — — — — 3/4" — — — FURNISH WITH METAL WHEELHANDLE AND THREADED VACUUM BREAKER HB -3 HOSE BIBB (NON FREEZE) ACORN 8156 WALL HYDRANT _ _ _ — —. 3/4" 3/4" — _ AUTOMATIC DRAINING FREEZELESS WALL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. RECESSED HOSE BIBB. LAV -1 ADA LAVATORY (WALL MTh) KOHLER K -2005 WALL MOUNT VITREOUS CHINA WHITE FAUCET CHICAGO 404 -317CP 1/2" 1/2" 1 -1/2" 1 -1/2" SEE ARCH. DWG'S FOR MOUNTING HEIGHT. FURNISH SINK AND FAUCET WITH 8" CENTERS. FURNISH FAUCET WITH WRIST BLADES. PROVIDE CARRIER. MXV -1 THERMOSTATIC M MIXING VALVE LEONARD 220 THERMOSTATIC — — — — — — 1/2" 1/2" — - SET FOR 110 DEGREES F. RP -1 RECIRCULATION PUMP GRUNDFOS UP- 15 -42SF — — — — — STAINLESS STEEL — — — — 1/25 HP, 115V, 1PH, 60HZ MS -1 MOP SINK FIAT MSB -2424 FLOOR — WHITE FAUCET FIAT 830 —AA 1/2" 1/2" 3" 2" PROVIDE HOSE WITH BRACKET #832 —AA, MOP HANGER #889 —CC, AND VINYL RIM GUARD #E -77 —AA TD -1 TRENCH DRAIN JAY R. SMITH 9816 PRE — SLOPED SECTIONS FIBERGLASS — - — — — — 3" 2" 1 SECTION WITH DUCTILE IRON GATE AND TRAP PRMIMER CONNECTION TD -2 TRENCH DRAIN JAY R. SMITH 9816 PRE — SLOPED SECTIONS FIBERGLASS — — — — — — 3" 2" 1 -1 2 SECTIONS WITH DUCTILE IRON GATE AND TRAP PRMIMER CONNECTION / TD -3 TRENCH DRAIN JAY R. SMITH 9816 PRE— SLOPED SECTIONS FIBERGLASS — — — — — — 3" 2" 3 DEEP WELL SECTIONS WITH DUCTILE IRON GRATE, WITH INTERNAL STRAINER 12FT. LONG TOTAL MIN. 8" DEEP. AND TRAP PRIMER CONNECTION WITH ACCFS PANFI. TP -1 TRAP PRIMER PPP PR -500 PRIME —RITE PRESSURE ACTIVATED STANDARD - — — — - — 1 /2 — ' -1 ill , U: _ . I. • • _, • _ WALL MTD 'ism E ,Ii. W.I S. I. Oe . ROYAL 1:0— _ _ » » WALL MOUNTED, TOP SPUD WITH BLOW —OUT FLUSH ACTION. PROVIDE WITH 1.0 GPF EXPOSED CHROME PLATED FLUSH • L. I To 01 I SE I A L. • WC -1 WATER CLOSET (FLOOR —MTD) KOHLER K- 4302 FLOOR MTD FLUSH VALVE PORCELAIN WHITE FLUSH VALVE • SLOAN ROYAL 111 1 1 2" / - 4" 2" TOP SPUD. PROVIDE WITH CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL, ELONGATED OPEN FRONT SEAT. WC -2 ADA WATER CLOSET (FLOOR —MTD) KOHLER K -4368 FLOOR MTD FLUSH VALVE PORCELAIN WHITE FLUSH VALVE SLOAN ROYAL 111 » 1 -1/2 _ » 4 » 2 TOP SPUD. PROVIDE WITH CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL, ELONGATED. OPEN FRONT SEAT. WH -1 WATER HEATER RHEEM ES50 — 54G = f • ' TYPE — — — — 2" 2" - — 100 GALLON, 54 KW INPUT, 3PHASE,480 VOLTS, OUTLET TEMP. SET @I 120 DEGREES. INSTALL XP -1. XP -1 EXPANSION TANK AMTROL ST25V — — — — — — — 1" — — XP -2 EXPANSION TANK AMTROL ST12V — — — — — — — 3/4" — — XP -3 EXPANSION TANK AMTROL ST5V — — - — — : — — 3/4" — — WH -2 WH -6 WATER HEATER RHEEM EG SP2 ELECTRIC TYPE _ — — — — 3/4 3/4 — — GALLONS, 15 KW IMPUT, 480 VOLTS, 3 PHASE, RECOVERY OF 242 OF 242 G.P.H. AT 80 DEGREE RISE 6" TYPE B FLVE. SET OUTLET TEMP TO 120 DEGREES. INSTALL XP -2 WH -3 WH-5 WATER HEATER RHEEM E550 -12G ELECTRIC TYPE _ — - — — — 1 -1/4 1 -1/4 — — 50 GALLONS, 15 KW IMPUT, 480 VOLTS, 3 PHASE, RECOVERY OF . 78 G.P.H. AT 80 DEGREE RISE. SET OUTLET TEMP TO 120 DEGREES. INSTALL XP -2 WH -4 WATER HEATER TAKAGI MOBIUS T —M50 NON STORAGE GAS FIRED INSTANTANEOUS — — — — — 1 -1/4" 1 -1/4" — — WALL MOUNTED INSTANTANEOUS TYPE 6.8 G.P.M. AT 90 DEGREE RISE WITH TAKAGI FLUE KIT. INSTALL PER MANUFACTURES INSTRUCTIONS. INSTALL XP -2 BFP -1 REDUCED PRESSURE PRINCIPLE WILKINS 575 3" _ - _ — — - _ _ _ INSTALL PER WATER DISTRICT STANDARDS BFP -2 PREVENTW WILKINS 575 3/4" — — — — - 1 -1/2" _ — _ ROUTE AIR GAP FITTING DISCHARGE TO FLOOR SINK BFP -3 BACKFLOW PREVENTER WILKINS 575 » 1-1/2" — - — — — 1 -1/2" — - — ROUTE AIR GAP FITTING DISCHARGE TO FLOOR SINK PRV -1 PRESSURE REGULATOR WILKINS 500 YSBR 3" — — — — — _ _ - _ SET OUTLET PRESSURE AT 75 P.S.I. PLU V BING FIXTURE SCHEDULE OWNER FURNISHED CO \TRACTOR INSTALLED FIXTURE TRIM CONNECTIONS REMARKS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW W V FC -1 FISH CLEANING MACHINE PRC SCM -4 — — — — — — — — — — HS -1 HAND SINK GSW HS -1217W — STAINLESS STEEL — — — — 1/2" 1/2" 1-1/2" 1-1/2" FAUCET AND BASKET DRAIN INCLUDED IM -1 ICE MACHINE HOSIYAKI F- 1500MAH AIR COOLED - — FILTER SYSTEM HOSHIYAKI HF —H TWIN 1" — — - INSTALL 1" APPROVED TYPE BACKFLOW PREVENTOR — PER CODE — AS REQUIRED LT -1 LOBSTER TANK — — _ — — _ — - 1» — — HAND SINK OZ -1 OZONE MACHINE ECO —SAFE — — — — — - — 2" — — — INDIRECT DRAIN TO NEAREST RECEPTOR S -1 3 COMPARTMENT SINK GSW SH2O243D STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — — PREP SINKS TO DRAIN INDIRECTLY TO FLOOR SINK. POT & UTENSIL SINKS TO DRAIN DIRECTLY TO WASTE S -2 WORK TABLE SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" 2" 2" DIRECT WASTE S -3 WORK TABLE PREP SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — — INDIRECT WASTE TO FLOOR SINK S -4 THAWING SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 133X 3/4" 3/4" — — SINK REQUIRES 8 FAUCETS INDIRECT WASTE TO FLOOR SINK S -5 2 COMPARTMENT SINK — - — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — — SINK REQUIRES 2 FAUCETS INDIRECT WASTE TO FLOOR SINK S -6 : THAWING SINK — - - STAINLESS STEEL - FAUCET T &S B -0290 133X 3/4" 3/4" - — SINK REQUIRES 6 FAUCETS INDIRECT WASTE TO FLOOR SINK 1 . - RINSE SINK 2.5 -T- � - - STEEL EACH ADDITIONAL 7 • -- - - - '� D E � A � ' . E TO FL10 DF -1 ELECTRIC WATER COOLER HAWS HWUACO8LSS DOUBLE HI —LOW 'BRUSHED STERLING' VINYL COATING - — - — 3/4" — » 1-1/2" 1-1/2" " +36" +42" 1 /5 HP /120 V., LOWER SPOUT +36 A.F.F., UPPER SPOUT +42 A.F.F. WATER CALCULATIONS AVAILABLE WATER PRESSURE(619)(420- 1413) PRESSURE LOSS ACROSS METER BACKFLOW PREVENTOR LOSS 3" © 110 GPM PRESSURE REDUCING VALVE 3" STATIC PRESSURE LOSS (ELEVATION) (10' -0" X .43) MINIMUM PRESSURE AT LAST FIXTURE (FLUSH) VALVE TOTAL PRESSURE AVAILABLE DISTANCE TO LAST FIXTURE EQUIVALENT DISTANCE IN FEET(10 %) FITTINGS GALLONS PER MINUTE (GPM)(276 F.U.)FLUSH VLV. METER SIZE ALLOWABLE PRESSURE LOSS / 100 FT. 27 x 100' 440 EQ. FT. 55 PSI 0 PSI 5 PSI N/A PSI 3 PSI 20 PSI 27 PSI 400 FT 440 FT 110 GPM 2" (E) 6.1 PSI NOTE: REFER TO ARHITECTS TENANT SPACE PLANS FOR EQUIPMENT LIST AND SCHEDULES. ALL TENANTS IMPROVEMENT SHALL BE INCLUDED IN THIS SCOPE OF WORK. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. GAS PRESSURE RE.}LATORS (5R.s..) TAG INLET Q 2PSI LOAD TOTAL CFH INLET SIZE OUTLET SIZE ORIFICE SIZE SPRING COLOR LOCATION MODEL GPR-1 1715 7" 3" 1/2" GREEN SIDE OF BLDG. 143 -80 MEAT PREP 3 —COMP SINK 4 2 8 ALL REGULATOR SHALL BE INVENSYS OR EQUAL WATER FIXTURE U \IT SCHEDULE WSFU — FLUSH VALVE TENANT FIXTURE QUANTITY EACH FIXTURE TOTAL TENANT TOTAL GPM MARKET MEAT PREP 3 —COMP SINK 4 2 8 (PER FAUCET) HAND SINK 2 2 4 KITCHEN & PREP 3 —COMP SINK 1 2 2 HAND SINK 1 2 2 TABLE SINK 2 2 4 STEAMER 1 0.5 0.5 FISH DEPARTMENT 3 —COMP SINK 1 2 2 HAND SINK 2 2 4 SHRIMP SINK 6 2 12 (PER FAUCET) FISH SINK 6 2 12 (PER FAUCET) 2 —BAY SINK 2 2 4 (PER FAUCET) ICE MACHINE 1 0.5 0.5 FISH CLEANER 1 2 2 PRODUCE PREP 3 —COMP SINK 1 2 2 HAND SINK 1 2 2 PREP SINK 2 2 4 RESTROOMS & UTILITY WATER CLOSET — FV 2 5 10 LAVATORY 2 1 2 MOP SINK 1 3 3 HOSE BIBBS 1st HOSE BIBB 1 2.5 2.5 (ESTIMATE) EACH ADDITIONAL 7 1 7 89.5 MARKET TOTAL 89.5 110 GPM % Eo oo' ► H.D. SUBMITTAL: 01 -04 -10 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 20A City of Tukwila BUILDING fl IISInN B.D. SUBMITTAL: 01 -21 -10 RECEIVED CITY OF TUKWILA APR 01.2010 PERMIT CENTER 2nd H.D. SUBMITTAL: 02 -00 -10 NODEL RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com EXPRES 3o /2U2oa Ming engineers mechanical budding systems engineering 818.7M.M1 I31ar f 31332 r4a Whets, Butts 112 .�ddcs rnage, ca 91382 CONSULTANT: U w 0 a DRAWING TITLE: v REVISIONS: k,02. 05. I / I \J3.01 . i y / 1 , O .24 1 nA f DATE JOB NO. SHEET NUMBER 09293 iJ .iL :.i P -0.2 OMIT CHAMFER STORE EQUIPMENT MAXIMUM PIPE /TUBING SUPPORT SPACING, FEET NOM. SIZE THRU. 1" 1 1 -1/4 1 -1/2 2 2 -1/2 3 STORE EQUIPMENT 4 STORE _ TERMINATE 10' -0" FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW. 2'-0" MIN. FROM ANY WALL OR STRUCTURE. SEALANT PIPE 7 FT. 7 7 9 10 11 12 14 . EQUIPMENT TUBING 5 FT. 6 7 8 8 9 10 12 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE O ❖.•:� ►:•;•;•. TERMINATE DRAIN OVER FS W/ 1" AIR GAP FINISHED FLOOR - COUNTER FLASHING SLEEVE A • /;...�... HANGER ROD, ATTACH TO STRUCTURE WATER TIGHT LINK —SEAL / //4, -� /'ii .... �► .•••4 / � ❖i/ • • •• • ... '''''! ;�:. • f:• '' .: ` ... •'•4'.�., , � r� IJA /J /AJJJJ/ J JJiJlA /J/ JJ.flf /J /J f/ J/ p rr, i� f pi �''f.. ��: :' :: � ';:.' ; �•: �1• '' :d:.4 WHEN NEXT TO STRUCTURE TOP OF SLAB 18" SQUARE 6" DEEP CONCRETE PAD - 1/2" DIA. HANER RODS WITH 36 MAX. SPACING SEAMLESS LEAD FLASHING �:' ADD SEISMIC BRACING AS REQUIRED ON EACH CHANNEL T 1.1 PIPE , b . �. I • • 4 _ . a''. .a .. a LOCAL CODE 12" MIN. STEEL REINFORCED BOOT HOT SPLIT GRATE WITH FRONT TO VED FLOOR SINK DOME STRAINER + • gj CORE OR SAND CUT SLAB AS REQUIRED MOP ROOFING SAND _ .., 1 -1/2" 12 GAGE ANGLE z2 z1 /2 EL z SIDE VIEW 1" MAX � �J 10" SKIRT / WASTE PIPE v t, ROOF CONSTRUCTION, S.A.D., AND S.S.D. ADJUSTABLE CLEVIS HANGER TRAPEZE HANGER FOR UP PIPE, SEE PLANS VENT TO 1000 LB. UNIFORM LOAD P Ri T-PJ SLAB 0\ CRAB_ S \GLE P PE A \G_R SETA FLOOR S \K LOCATO\ Vi\T SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS THERMOMETER THERMOMETER (N)GATE VALVE COMB. P &T RELIEF DIELECTRIC UNION VALVE UP TO PIPING BELOW CLG. PIPE SIZE (IN) MAX SUPPORT SPAN (FT) UP TO 1" 7 1 -1/2" 9 AUTOMATIC AIR VENT (TYPICAL) CW ■ �. U 2" TO 2 -1/2" 10 3" 12 SUPPLY 3 -1/2" 13 C 2 "HW IMMERSION TYPE THERMOSTAT �� A irk U O c1 -3 4 "HWR / TIME CLOCK 4" 14 2,'CW " 5" 16 I _ I Fr (TYP.) _____- 3/8' LAG SCREW TO WALL SECURE WATER HEATER TO WALLWITH 18 GAGE GALV. STEEL STRAP 1 -1/2' WIDE AND 5/8" DIAMETER BY 3-1/2" LAG SCREWS EACH END. (TYPICAL FOR WATER HEATERS AND EXPANSION TANK) SPAN SMALLEST SHALL BE GOVERNED BY PIPE REQUIREMENTS REQUIRED (TYP.) SUPER —STRUT ATTACH TO STRUCTURE Ill ROD MIN. 1/2" DIA. -STRUT PIPE CLAMP. --J — ,1 LS (TYP.) ■ 4 T • NOTE: ALL SINKS AND LAVATORIES IN FOOD FACILITY AREAS, SHALL BE SUPPLIED WITH ll — WH1 WH I AS ACCESSORIES W1 — o o A MINIMUM OF 120 DEG. F. HOT WATER FULL zE Iw o (N)G.V. HANGER SUPER 1 "W.X20 GAUGE GALV. • ® IN LINE ALL BRONZE CONST. 1/BAG. 6 H.P. /120V. /SINGLE PHASE PUMP HANGERS. (TYP. FOR MULTIPLE PIPES.) SHEET METAL STRAP BOLT TO WALL STUDS v [. �' TO FS XP -1 _ _ (N)3/4" / XP EXPANSION , �, — (N)CH.V. 1 , / ll �NO'DE AS REQUIRED PERK o o TANK TIME CLOCK SUITABLE FOR OUTDOORS lio N /111-10 � �, (N )HOSE BIBB ( ) J 3X3 X6 18GA. GA SHEET METAL PAN ,... �� , , ,"',,, —{ 11 12 1 10 , /2 6" HIGH LEG MINIMUM , / — HWR SEISMIC �.� (N)U• o 3/4 "D. TO F.S. I I f (E)FLOOR ,n, 9 v 3 8 4 7 6 5 � NOTE —1-1 I I �' ALL HOT & COLD WATER SUPPLY AND RETURN PIPING TO BE 8" STEEL PLATE INSULATED WITH SNAP -ON FIBERGLASS INSULATION WITH 1 / STAPLED CANVAS JACKET. (4)1_/4" SIZES: 1/2" TO 1" PIPE = 1" THICK E " HIIGHEWELLD 1 1/4" TO 6" PIPE = 1 1 /2 THICK TO STEEL PLATE. K = 0.27 BTUH IN.iSQ.FT. OR LESS INSERTION TYPE AQUASTAT I CIRCULATING PUMP GRUNDFOS ON TIME CLOCK RESTRAINTS BY MECHANICAL CONTRACTOR THERMAL HANGER SHIELD OR ISOLATOR WHERE REQUIRED. SUPER —STRUT CHANNEL CHECK VALVE WATER -EATER ThETAL V J LT _ PL_ PIPE SJ PPORT SETA 3OVISTC -OT WATER EATER SCALE: NTS SCALE: NTS SCALE: NTS SUPPLY AND RETURN DUCT BY MECH CONTRACTOR 3/16" X 1 -1/4" X 10" LONG PLATE AND 3/8" GALV. CONDRETE THREADED ROD. " KIN — LINE" NO PAD 293 OR EQUAL AT 10' -0" OC. 3" TOP OF SLAB REVIEW CODE CO ^ APR City el BUILDINC z—AIR CONDITIONING UNIT / ‹. C GAS COCK 12" LONG BRAIDED B AIDED FLEXIBLE CONNECTION WITH CLAMPS FLEXIBLE CONNECTOR TO BE LISTED FOR OUTDOOR USE. OPEN AIR VENT 6" MIN. . .° • ° 0 0 q o • • v o v o • • ° ° ° ° ii • ° ° o :. ° o • ° a ° ° o • • ° I I q o • • • q 11 I GAS PIPE DOWN THRU ROOF. AIR CONDITIONING UNIT BY MECHANICAL CONTTACTOR If I III 11111 I III III II 11 11 I I I ( I I I I III 111 I I I I 11 III GALV. CLEVIS HANGER HANG AT 10'- 0 "O.C. n DISTANCE VARIES WITH SLOPE OF PIPE. _ PRE — FABRICATED AC UNIT BY LECTRICAL DISCONNECT � CURB BY OTHERS ROOF MECH. CONTRACTOR UNION O REDUCE PIPE AS NEEDED TO CONNECT TO UNIT 0 CAP FOR FUTURE -- TENANT USE. ROOF CURB BY MECHANICAL CONTRACTOR " A SUPPLY AND RETURN DUCT BY MECH CONTRACTOR • ROOF NI _____N___ ---------\_ DRIP LEG GAS PIPE RE: PLANS FOR SIZES AND ROUTING SECURE TO STRUCTURE PER SMACNA : 1:1 ROOF TOP GAS P P \ G DETA E ROOF TOP CO\3E\SATE �RA\ SETA � U\DER PPE SCALE: NTS SCALE: NTS SCALE: NTS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. N.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 NODEL RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com !ED FOR MPLIANCE MED 2 2010 Tukwila DI IJRInM RECEIVED ITY OF TUKWIIA APR 01 2010 RMIT CENTER 2nd N.D. SUBMITTAL: 02 -00 -10 EXFFES 30/2V2010 canartbg engineer mechanical building systems engineering 818.735.5551 1 818.735.5554 f 31332 e+a Wires. ouite 112 vestiol s village, co 91362 V1 O w a DRAWING TITLE: F- W . 0 �. CD W W M 0 REVISIONS: i 2..05.1 C / AO 3.01 .1 A A i DATE JOB NO. SHEET NUMBER 00 - 00— 0 r 0 9 2 Q 3 P -0.3 (C) t\D ; vg.tro-c, IEEr -r-1-Hl; L 10E: IS eXiS-n 06) 33s (F) 7 G ' I I • 1 /7 ,/ ELECTRICAL a sr! 42: 7 / / „• / // ; (N) -ITT] I I BALER VI INTERCEPTOR SIZE (LIQUID CAPACITY) 1250:CALL01 —64 4:Jr I.E. 6' BELOW FINISHED SLAB -ABOVE cff - 7 , 11W \ (5' • \ LI k l■ Ir F./a...7744161r '4,4;71',F4,,,UtrilLST:44 •,mttri'E*I,t,twi.-0•..ntoi.v. !If--; • I.E. 6' BELO FINISHED SLAB 01■•••••••■ a72e AIR 11 I I t 0 411r41,' -9:11.41r1,1%,,t4, It 6' BELOW /FINISHED'S:AB it 1; —14 ■ • /I el • • IS I ,t 21,2F7.4S=2=g51, I.E. BELOW miist;cxx,,,, FINISHED SLAB I I I 1 6' BELOW, FINISHED SLAB I .E. 2' BELCO I FINISHED' SLAB I / I (INUTERQUICEPTIMCAPA-CISITyi; I. 1250 GALLON 11 nE.N06-ErsLABBELOW 11 —12 \ I 1. I!)////,`,/•.! I Li r I SUITE 1150 OWES IMERY) REFERENCE MIT BLDG. Os VIEW — NO—OW MEMO — — — — 11010-0011 HOLM SRi1137� NORTH iY D CO\STRCT 0\ \OT • WASTE AND VE\T `....•••••••••■• SCALE 1 /8"=r-0" 2" WASTE DN. AND 2" V.T.R. 2" GREASE WASTE DN. AND 2" V.T.R. 2" V.T.R. MAKE P.O.C. TO EXISTING 4" NEW 4" WASTE MAKE P.O.C. TO EXISTING 4" NEW 3" WASTE MAKE P.O.C. TO EXISTING 4" NEW 3" C.W.V. 4" WASTE DN. 2" V.T.R. MAKE P.O.C. TO EXISTING 4" WASTE BELOW SLAB WITH NEW 2" WASTE 3" VENT THRU ROOF WITH 3" W.C.O. IN RISE 2" WASTE DN. 2" VENT RISE OFFSET 2" VENT RISE AT CLG. TO 5 FT. CLEAR OF PARAPPET AND CONTINUE 2" VENT THRU ROOF. 2' VENT UP AND OFFSET TO 2" V.T.R. 2" VENT UP AND OFFSET TO 2" V.T.R. OFFSET TO 2" V.T.R. 2" WASTE DN. AND 2" VENT UP OFFSET TO 2" V.T.R. 1"CONDENSATE DRAIN UP THRU ROOF Wi FLASHNG CONNECT TO HVAC EQUIPMENT ON ROOFWITH 3" DEEP WET VENTED TRAP. EXTEND DRAIN PIPING BELOW ROOF AT 1%. DROP DN. IN WALL AND CONNECT TO LAV TAIL PIECE. VERIFY EXACT UNIT LOCATION & DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. 1"CONDENSATE AND 1" OVVRFLOW DRAINS CONNECT TO FAN COIL UNIT. INSTALL 3' DEEP VENTED TRAP CONTINUE PRIMARY DRAIN ABV. CLG. DN. IN WALL SPILL INTO FLQOR SINK WITH 1" AIR GAP. EXTEND SECONDARY DRAIN 1 BELOW FINISHED CLG. & TERMINATE. VERIFY EXACT UNIT LOCATION AND DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. 1"CONDENSATE AND 1" OVpFLOW DRAINS CONNECT TO FAN COIL UNIT. INSTALL 3' DEEP VENTED TRAP CONTINUE PRIMARY DRAIN ABV. CLG. DN. CONNECT TO LAV TAIL WITH 1" AIR GAP. EXTEND SECONDARY DRAIN 1" BELOW FINISHED CLG. & TERMINATE. VERIFY EXACT UNIT LOCATION AND DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. 4" WASTE DN. 2" V. UP WASTE BELOW SLAB WITH WASTE BELOW SLAB WITH WASTE BELOW SLAB WITH Ii II NODEL RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com EVIEEI 30/21/2010 f..,,ngTheertz GENERAL NOTE: ALL WASTE SHALL HAVE A GRADE OF 2% PER SECTION 708 OF 2006 UPC — WHEN PIPE IS 4 INCHES OR LARGER. *ONLY WHEN APPROVED BY AUTHORITIES HAVING JURISDICTION SHALL THE PIPE BE LAID AT 1% SEADMEMEREPAFEAS UNIFORM PLUMBING CODE 2006 INTERCEPTOR SIZING INTERCEPTOR VOLUME (2) TABLE 10-3 SEAFOOD CITY MARKET GRAVITY GREASE DFU's (1) 8 500 GALLONS 21 (3) 750 GALLONS 35 100O GALLONS 90 (3) 1,250 GALLONS 172 1,500 GALLONS 216 2,000 GALLONS 307 (3) 2,500 GALLONS 342 3,000 GALLONS 428 4,000 GALLONS 576 5,000 GALLONS 720 • 7,500 GALLONS 2112 10,000 GALLONS 2640 15,000 GALLONS I GREASE WASTE FIXTURES _UNIT TOTAL _TYPE _UNIT VALUE _lYPE HAND SINK I IAND SINK 2 oni — 1 COMP. SINK wirF.s. — 1 COMP. SINK W/3'I.S 8 — 2 cow. SINK W/31.S. — 2 COMP. SINK W/3"F.S. 6 — — 2 COMP. SINK w/27.D. 5 — _ _ 5 2 COMP. SINK w/rr.D. - — 6 3 COMP. SINK w/rF.S. = 36 1 3 COMP. SINK wirF.D. _6 _ 6 = 6 1 MOP SINK W/3" W 6 — — 12 1 2" FLOOR SINK 2 = 3 2" FLOOR SINK 2 = 6 — 3" FLOOR SINK 6 - 6 = — 2 2" FLOOR DRAIN 5 _ 2" FLOOR DRAIN 2 = 12 4 2" TRENCH DRAIN 2 = 4 2 - — AL( i 1 Mil 64 DFU TOTAL NOTES MIXABLE DFU's PWMBED TO THE MIEN DRAIN LINES THAT W11. BE TO THE GREASE INTERCEPTOR. IS BASED ON THE DFU's, THE PIPE SIZE FROM THIS CODE; TABLE 7-5; FOR FLOW IN HALF—FULL PIPES (REF: MOHINDER NAYYM PIPING HMDBOOK 1992). 30 — MINUTE RETENTION 711E OM METCALF & EDDY. INC. SMALL MD WASTEWATER MANAGEMENT SYSTEMS, 3RD ED. 1998). ROUNDED UP TO NORMAL VOWNE. (1) THE MAXIMUM CONNECTED (2) THE SZE USEFUL TABLES 3RD EDITION. (3) BASED ON DECENTRALIZED INTERCEPTOR ctICC:h;::7"Ccl rf,k t73.5.5551 1 818.735.5554 t. 31332 c!,•„;Encts, 112 tv5'L-Y,,,1 91362 CONSULTANT: EIMBELEMPAgthi UNIFORM PLUMBING CODE 2006 INTERCEPTOR SIZING INTERCEPTOR VOLUME (2) TABLE 10-3 VALERIO'S & PINOYS GRAVEN GREASE DFlts (1) 8 500 GALLONS 21 (3) 750 GALLONS _ 35 1.000 GALLONS — 90 (3) 1,250 GALLONS . 172 1,500 GALLONS 216 24:000 GALLONS 307 (3) 2,500 GALLONS 342 3,000 GALLONS 428 4,000 GALLONS 576 5,000 GALLONS 7_... 20 7,500 GALLONS . ,.. 2112 10,000 GALLONS 2640 15,000 GALLONS I 2 GREASE WASTE FIXTURES UNIT TOTAL 4 _lYPE HAND SINK UNIT VALUE 2 DFU = 2 1 COMP. SINK wirF.s. 6 = 12 2 cow. SINK W/31.S. 6 - — — 2 COMP. SINK w/27.D. 5 — 3 COME SINK W/3'F.S. 6 — R COI i 2 3 COMP. SINK W/2"F.D. 6 = 12 2 MOP SINK W/3" W. 6 = 12 1 2" FLOOR SINK 2 = 2 1 3" rtooR SINK 6 = — 2 2" FLOOR DRAIN 2 = 4 " 2 I 2 - — AL( i 1 Mil 46 DFU IOT NOTES ALLCNIAELE onrs PLUMBED TO THE ICTMEN DRAIN LINES THAT 111. BE TO THE GREASE INTERCEPTER. IS BASED ON THE DFU's, THE PIPE SZE FROM THIS COM; TABLE 7-5; FOR FLOW IN HALF—FULL PIPES (REF: MOHINDER NAM PIPING IINCEIDDIC, 1992). 30 — MINUTE RETENUON TIME (REF. METCALF & EDDY. INC. SMALL MD WASTBWER ISANAGEMENT MEM 3RD ED. 1998. ) ROUNDED UP TO NORM c VOUJIE. (1) TIE MAXIMUM CONNECTED (2) THIS SIZE USEFUL TABLES 3RD EDMOII. (3) BASED ON DECO/MIRED INTERCEPTOR G t 0 00 VIEWED FOR E COMPLIANCE PPPICIVED APR 2 2 2010 ityofTukwila DIN( nivisinm walim oFmmLA APR 01,2010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, UP. ALL RIGHTS RESERVED. HD. SUBMITTAL: 0104-10 B.D. SUBMITTAL: 01-21-10 DRAWING TITLE: SHEET NUMBER 2nd HD. SUBMITTAL: 02-00-10 C CF:) j. //, -- r� -- !, 1 // J,/ N /% tt 6\ 5 C S R 516 .6)(qi i k4 2-1/2" C.W. MAIN SERVICE --� v 1 ±_ r 1 . -.-,-' c72cAcc2c' -e; -6— r; I SUITE 1150 0111811011 BAIZE) &AMY — D10-019 MSS e a e 0 Ik1H: ER1187900 NORTH L S 01 /2" H. &C.W. DN. IN WALL TO FIXTURE 01-1/4" C.W. DN. IN WALL TO FIXTURES ()WATER SUBMETER WITH ELECTRONIC REMOTE READ AT COMMON STORAGE ROOM. MOUNT TO WALL WITH UNISTRUT AT 5FT. ABOVE ACCESS PANEL. @SHUT OFF VALVE LINE SIZE WITH ACCESS PANEL. 01-1/4" C.W. TO WATER HEATER. 1" H.W. BACK DN. IN WALL TO FIXTURES 03/4 H. & C.W. DN. IN WALL TO FIXTURE 01/2" TO TRAP PRIMER COMMECTION AT DRAIN 01" H.W. DN. IN WALL. 1 /2" H.W. WITH SHUTOFF VALVE TO DIPPER WELLS. 1/2" C.W. DN. IN WALL TO ICE MAKER WITH APPROVED BACKFLOW PREVENTOR. ®1" H. & C.W. DN. IN WALL TO FIXTUES. ROUTE 1 2" C.W. TO RICE; COOKER, 1/2" C.W. WITH APPROVED BACKFLOW PREVENTOR TO ICE KERR.1 /2 H.W. TO DJ,PPER WELLWITH S.O.V. 112" H.& C.W. TO (2) HAND SINKS. & 3/4' H. & C.W. TO PREP SINK. ()ROUTE 1-1/4" C.W. TO WATER HEATER. DROP 3/4" H. &C.W. DN. IN FALL T MOP SINK. 13 1 /2' C.W. & 3/4" H.W. , DN. IN WALL. ROUTE 1 /2" H. & C.W. TO AND SINK AND 1/2" H.W.TO COFFEE MAKER. er H. & C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO S -2 & mar SINK. 83/4" H. & C.W. DN. IN WALL TO MOP SINK 83/4" H. & C.W. DN. IN WALL. ROUTE 1 /2" C.W. TO STEAM TABLE. ROUTE 1/2" H. & C.W. TO DUMP & HAND SINKS. 01/2" /2" C.W. DN. IN WALL TO WATER FILTER. ROUTE 1 /2" FILTERED WATER TO BAG & BOX SODA SYSTEM WITH APPROVED B.F.P. 83/4" 4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO 3 COMP SINK. ROUTE 1/2" C.W. TO PASTA COOKER . ROUTE 1/2" C.W. TO FILTER. ROUTE 1/2" FILTERED WTR. TO RICE STEAMER. 83/4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO PREP SINK; & 1/2" H. & C.W. TO HAND SINK. 203/4, H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO MOP SINK. 1/2" C.W. TO ICE MAKER WITH APPROVED B.F.P. 01 -1 /4" TO U-1 & 1 /2" TO DF -1 01/2" H. & C.W. DN. IN WALL. ROUTE 1 /2" H. & C.W. TO EACH L -1. ®1/2" H.W. DN. IN WALL. L -1. 81-1/4" C.W. DN. IN WALL. TO WC -1 82 C.W. DN. IN WALL. TO HEADER. 1/2" H.W. DN. IN WALL TO HAND SINK. 3/4" C.W. DN. IN WALL. ROUTE 1/2" TO HAND SINK & ICE . MAKER WITH APPROVED B.F.P. 1/2" C.W. TO ICE MAKER WITH APPROVED B.F.P. €1" C.W. & 3/4" H.W. ROUTE 1 /2" H. & C.W. TO HAND SINK. ROUTE 3/4" H. & C.W. TO PREP SINK. ROUTE 1/2" C.W. TO DIPPER WELL & WATER FILLER. DN. 3/4" WALL TO WC -2 3/4 C.W. & 1 /2 H.W. DN. IN WALL,, ROUTE 1 /2" C.W. TO SINGLE POT FILL FAUCET. ROUTE 1/2" H. & C.W. TO DOUBLE POT FILL FAUCET. 01" H. C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO 3 COMP & MOP SINK. ROUTE 1/2" H. & C.W. TO HAND SINK Or H. & C.W. DN.,, IN WALL. ROUTE 3/4" H. & C.W. TO PREP SINK. ROUTE 1/2" H. & C.W. TO HAND SINK. ROUTE 1/2' C.W. TO ICE MAKER WITH APPROVED B.F.P. ROUTE 1/? C.W. „ TO IPPER WELL FAUCETS. (2) WITH S.O.V. ROUTE 1/2" H.W. TO 1.) DIPPER WELL S.O.V. . ()SHUT OFF VALVE AT FRONT OF CASE AND ACCESSIBLE. 81/2" OZ WATER QUICK CONNECT COUPLER FOR CASE WASH DN. ®3/4 "H.W. &1 "OZ DN. IN WALL. ROUTE 3/4" H.W. & OZ TO HS -1. ROUTE 3/4" H.W. & OZ TO 8- 3.ROUTE3 /4" OZ TO BFP -2. ®1" H.W. 4 OZ DN. IN WALL. ROUTE 3/4" H. & OZ TO PREP & 3 COMP SINKS. ROUTE 1/2" OZ TO FP -2 1" H.W. 4 OZ DN. IN WALL TO FIXTURES. 3/4" C.W. DN. IN WALL. ROUTE 3/4" TO HB -1 & 1/2" TO SINK. 1 /2 H.W. DN. IN WALL TO L -1. 1/2" H.W. & 1-1/2" C.W. DN. IN WALL TO HEADERS. 1 -1/4 H.W. & OZ. DN. IN WALL TO FIXTURES 1/2' OZ DN. IN WALL TO ICE MAKER WITH APPROVED B.F.P. 3/4" OZ DN. IN WALL. ROUTE 3/4" TO LT -1 WITH S.O.V. AND 1/2" TO ICE MAKER WITH APPROVED B.F.P. 03/4 OZ & 1/2" H.W. DN. IN WALL. ROUTE 1/2" OZ & H.W. TO HS -1 CONTINUE 3/4 OZ TO BELOW SLAB AND RQUTE TO HB -2 S ®MIN. 4' DIA. P.V.C. SLEEVE BELOW FLOOR WITH LONG RADIUS ELBOWS TURNING UP THRU SLAB. TYPE K COPPER WITH NO JOINTS BELOW SLAB. 03/4 OZ STUB UP TO HB -2 +� 1" H.W. & OZ. DN. IN WALL TO FULL SIZE HEADER. 1/2" H.W. & OZ TO EACH 5.4 & 5.5 FAUCET 81-1/2" OZ. DN. IN WALL TO HEADER. RQUTE 1-1/2" 2" FC -1 WITH APPROVED B.F.P. ROUTE 1/2' TO EACH 5 -6 FAUCET. 03/4" H.W. DN. IN WALL TO HEADER. ROUTE 1/2" TO EACH S -6 FAUCET. ®1 -1 2' H.W. & 3/4" OZ DN. ,JN WALL. ROUTE 3/4" H.W. & C.W. TO COMP SINK. ROUTE 1/2' H.W. & OZ. t0 EACH HAND SINK. ROUTE 3/4 „ H.W. TO HB-2. 3/4” H.W. & OZ. DN. IN WALL TO SINK. 1-1/4" H.W. & OZ. UP FROM SLAB. ROUTE 3/4" H.W. & OZ TO FAUCET ®1" H.W. „ & OZ. ROUTE 3/4” H.W. & OZ TO EA. SINK FAUCET 81-1/4" H.W. & OZ DN. TO BELOW SLAB. ROUTE TO S -5 & S-4 WALL. ®CONNECT EXIST. 2" C. .,, PIPING' SUPPLY EXISTING 2ND FLOOR FIXTURE TO NEW 2 -1 2 C.W. PIPING MAIN IN BLDG. ,FIXTURE CW DROP IN ALL W/ SOV & A.P. 81-1/2" /2" CW DROP IN WALL W/ SOV & A.P. TO HEADER EXTEND AND CONNECT 1-1/4" TO EACH WATER CLOSET O 0 m 4 m 4 4 %EOOO9 C REVIEWED FOR- CODE COMPLIANCE APPRinilED APR 2 2 2U City of Tukwila BUILDINS nn►lclnM CITY0 IKWLA APR 01 M10 PERMITCENTER NADEL RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com consulting S13.735,5551 8.735.55'34 31332 112 , • 91362 CONSULTANT: W 0 a DRAWING TITLE: W 0 0 0 0 z 0 z REVISIONS: 02.05.10A \03.001.1 \ \,•0) 3.24.1 �, ' r %7 \ { i / %l DATE 00— 00-00 JOB NO. SHEET NUMBER 09293 P -2.0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 1 I °/ (F 1 ......:........ j[\ H' MEAT O ROOF MOUTED GAS REGULATOER WITH SHUT -OFF VALVE IN RISE AND DROP ON ROOF. N 3 0 • THIS GAS PIPE SIZING BASED ON 0 FT 20% FOR FITTINGS. • THIS 8" W.C. GAS PIPE SIZING BASED ON 100 FT. 20% FOR FITTINGS. Q THIS 8" W.C. GAS PIPE SIZING BASED ON 130 FT. 20% FOR FITTINGS. O 1-1/4" GAS DN. IN WALL. ROUTE 3/4" GAS TO EACH FRYER WITH SHUT -OFF VALVE. 0 MAKE POINT OF CONNECTION TO DUCT FURNACE. INSTALL SHUT -OFF VALVE AND UNION. O MAKE POINT OF CONNECTION TO AIR HANDLER. INSTALL SHUT -OFF VALVE AND UNION. O INSTALL LINE SIZE AUTOMATIC GAS SHUT OFF VALVE, WITH ACCESS PANEL. INTERLOCK WITH HOOD FIRE SUPPRESSION SYSTEM. • THIS 5 P.S.I. GAS PIPE SIZING BASED ON 400 FT. ENCLUDES 29% FOR FITTINGS. to 2' GAS DN. IN WALL. TO HEARED - ROUTE 1 -1 4" GAS o / TO EACH FIXTURE - INSTALL SHUT OFF VALVE AT EACH CONNECTION. ® DELETED 12 1-1/2" GAS DN. IN WALL TO WATER HEATER. INSTALL SHUT 13 OFF TO 1ST FLR. CLG. SPACE 14 THIS 5P.S.I GAS PIPE SIZING BASED ON 250 FT. INCLUDES 20% FOR FITTINGS. ,5 2" GAS DN. IN WALL TO HEADER - ROUTE 1" TO EACH RANGE AND 1-1/4" TO EACH FRYER.ROUTE 3/4" RICE COOKER INSTALL SHUTOFF VALVE AT EACH CONNECTION. 1g THIS 5 P.S.I. GAS PIPE SIZING BASED ON 330 FT. INCLUDES 20% FQR FITTINGS. » THIS 8 W.C. GAS PIPE SIZING BASED ON 60 FT. INCLUDES 20% FOR FITTINGS. 18 2" GAS DN. IN WALL -TO HEADER 1" TO EACH RANGE- 1 -1./4" TO OVEN INSTALL SHUTOFF VALVE TO EACH CONNECTIONS ,9 1-1/4" GAS DN. IN WALL. ROUTE 1-1/4" TO CHICKEN FRYER, 3/4" TO FRYER. INSTALL SHUTOFF VALVE AT EACH CONNECTIONS. 20 ROUTE INIEW 2" 5 P.S.I. GAS UP EXTERIOR WALL OFFSET TOT. EXIST. 2 5 P.S.I. GAS. RECONNEC 81-1/4" 5 P.S.I. GAS RISE ALONG EXTERIOR WALL TO HIGH CLG. AND INTERIOR BLDG. O THIS 5 P.S.I. GAS PIPE SIZING BASED ON 350 FT. INCLUDES 20% FQR FITTINGS. Q THIS 8' W.C. GAS PIIE SIZING BASED ON 80FT. INCLUDES 20% FOR FITTINGS. 24 2" GAS DN. IN WALL. ROUTE 3/4" TO ,EACH SINGLE RANGE,1" TO EACH WOK& DOUBLE RANGE & 1/2" TO OVEN. INSTALL SHUT OFF VALVE AT EACH CONNECTION. O THIS 5 P.S.I. GAS PIPE SIZING BASED ON 380 FT. INCLUDES 20% FOR FITTINGS ® 2 GAS DN. IN WALL TO WATER HEATER. INSTALL SHUT OFF VALVE. NOBEL RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com cansuithg engineers mechanical bending systems engineering stis 1 I IND T5.!554 I 31332 l ;a calla efts 112 suede riloge. ca 91362 CONSULTANT: TABLE 402.2(23) SCHEDULE 40 METALLIC PIPE GAS UNDILLUTED PROPANE INLET PRESSURE 2.0 PSI PRESSURE DROP to PSI SPECIFIC GRAVITY 1.50 FOR Sh I INCH- 254 IN. 1 FOOT - 304.5 W 1 POUND PER SQUARE NCH - &B95 IA% 1 551111SH 1HERYAL UNIT PER HOUR - 0.2031 W. TABLE 402.4(24) SCHEDULE 40 METALLIC PIPE PIPE SIZING BETWEEN SINGLE OR SECOND STAGE (LOW PRESSURE REGULATOR) AND APPLIANCE GAS PIPIE SIZE (N.) NOMINAL INSIDE 1/2 3/4 1 1 -1/4 1 -1/2 2 2 -1/2 3 4 ACTUAL 0.622 0.824 1.049 1.380 1.610 2.067 2.469 2.469 4.026 LENGTH (ft) MAXIMUM CAPACITY IN THOUSANDS OF BTU /H 10 2,676 5,595 10,539 21,638 32,420 62,438 99,516 175,927 358,835 20 1,839 3,845 7,243 14,872 22,282 42,913 68,397 120,914 246,625 30 1,477 3,088 5,817 11,942 17,893 34,461 54,925 97,098 198,049 40 1,264 2,643 4,817 10,221 15,314 29,494 47,009 83,103 169,504 50 1,120 2,342 4,412 9,059 13,573 26,140 41,663 73.653 150,229 60 1,015 2,122 3,998 8,208 12,298 23,685 37,750 66,735 136,118 70 934 1,952 3,678 7,551 11.314 21,790 34,729 61,395 125,227 80 869 1,816 3,422 7,025 10,526 20,271 32,309 57,116 116,499 90 815 1,704 3,210 6,591 9,876 19,020 30,314 53,590 109,307 100 770 1,610 3,033 6,226 9,329 17,966 28,635 50,621 103,251 125 682 1,427 2,688 5,518 8,268 15,923 25,378 44,865 91,510 150 618 1,293 2,435 5,000 7,491 14,427 22,995 40,651 82,914 175 569 1,189 2,240 4,600 6.892 13.273 21.155 37.398 76.280 200 529 1,106 2,084 4,279 6,411 12.348 19.681 34.792 70.964 FOR Sh I INCH- 254 IN. 1 FOOT - 304.5 W 1 POUND PER SQUARE NCH - &B95 IA% 1 551111SH 1HERYAL UNIT PER HOUR - 0.2031 W. TABLE 402.4(24) SCHEDULE 40 METALLIC PIPE PIPE SIZING BETWEEN SINGLE OR SECOND STAGE (LOW PRESSURE REGULATOR) AND APPLIANCE GAS UNDILLUTED PROPANE INLET PRESSURE. 11.0 INCH WC PRESSURE DROP 0.5 INCH WC SPECIFIC GRAVITY 1.50 FOR St I INCH- 20.4 1111, 1 FOOT - 304.5 IAI 1 POUND PER SQUARE NCH - 02450 KPa 1 Q51L41 THERMAL UNIT PER HOUR - 0.2931 N. /ii • I i I r`GRIDD 72 C. H EA.- 1 FRYERS; it 22 C.F.H. EA. ICE CO■KE 35 C.F.H EA. i� I oa. 4040*` ....4-41.4-.4,04.0 00414.4, - ^^ -^ • PIRIDGe&SMPIT-11TAS SUPPLIER C.F.H. 3"-1715C F.H. cNgWpp_09g1%___041 '0181.514C.F.H. Nit Ilbtra,11. 2n_--540 ti C.F.H. I OK 4 120; C.E.FLE WOK 140; C.F.H. EA. WOK 120! C.F.H. EA.I RANGE! - 125 C.F.H. ROASTING DECK 0 100 C.F.H. �URE�D �A1 PJ ER ESSOES�R1°�C. NEW COOKING LOAD 900 C.F.H. I� ,SUPPLJER PRESSURE LOW PRESSURE 11 W.C' NEW COOKING LOAD 1530 C.F.H. REVIEWED FOR CODE COMPLIANCE APP nilE APR 2 2 2010 City of Tukwila BUILDING nI IISIfM T rb ; I ray L-, I ! !I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. GAS FLOOR PLA\ SCALE 1 /8 " =1' -0" PG,(o. 009 H.D. SUBMITTAL: 01 -04 -10 RECEIVED CITY OF TUKWMIA APR 01,2010 PERMIT CENTER B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 DRAWING TITLE: z 0 (r) REVISIONS: /,'‘,\O 2.05. 1 O%\ An3rii 0A IA r \ f 1\ DATE JOB NO. SHEET NUMBER 09293 P -3.0 PIPIE SIZE (N.) NOMINAL INSIDE 1 /2 3/4 1 1 -1 /4 1 -1 /2 2 2 -1 /2 3 4 ACTUAL 0.622 0.824 1.049 1.380 1.610 2.067 2.469 2.469 4.026 LENGTH (ft) MAXIMUM CAPACITY IN THOUSANDS OF BTU /H 10 291 608 1 ,1 45 2,352 3,523 6,786 19,119 27,993 38,997 20 200 418 787 1,616 2,422 4,664 13,141 19,240 26,802 30 160 336 632 1,298 1,945 3,745 10,552 15,450 21,523 40 137 287 541 1,111 1,664 3,205 9,031 13,223 18,421 50 122 255 480 984 1.475 2,841 8.004 11.720 16.326 60 110 231 434 892 1,337 2,574 7,253 10,619 14,793 80 94 197 372 763 1.144 2.203 6.207 9.088 12.661 100 84 175 330 677 1,014 1,952 5,501 8,055 11,221 125 74 155 292 600 899 1.730 4.876 7.139 9.945 150 67 140 265 543 814 1,568 4,418 6,468 9,011 200 58 120 227 465 697 1,342 3,781 5,536 7,712 250 51 107 201 412 618 1,189 3,351 4,906 6,835 300 46 97 182 373 560 1,078 3,036 4,446 6,193 350 42 89 167 344 515 991 2.793 4,090 5.698 400 40 83 156 320 479 922 2,599 3,805 5,301 FOR St I INCH- 20.4 1111, 1 FOOT - 304.5 IAI 1 POUND PER SQUARE NCH - 02450 KPa 1 Q51L41 THERMAL UNIT PER HOUR - 0.2931 N. /ii • I i I r`GRIDD 72 C. H EA.- 1 FRYERS; it 22 C.F.H. EA. ICE CO■KE 35 C.F.H EA. i� I oa. 4040*` ....4-41.4-.4,04.0 00414.4, - ^^ -^ • PIRIDGe&SMPIT-11TAS SUPPLIER C.F.H. 3"-1715C F.H. cNgWpp_09g1%___041 '0181.514C.F.H. Nit Ilbtra,11. 2n_--540 ti C.F.H. I OK 4 120; C.E.FLE WOK 140; C.F.H. EA. WOK 120! C.F.H. EA.I RANGE! - 125 C.F.H. ROASTING DECK 0 100 C.F.H. �URE�D �A1 PJ ER ESSOES�R1°�C. NEW COOKING LOAD 900 C.F.H. I� ,SUPPLJER PRESSURE LOW PRESSURE 11 W.C' NEW COOKING LOAD 1530 C.F.H. REVIEWED FOR CODE COMPLIANCE APP nilE APR 2 2 2010 City of Tukwila BUILDING nI IISIfM T rb ; I ray L-, I ! !I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. GAS FLOOR PLA\ SCALE 1 /8 " =1' -0" PG,(o. 009 H.D. SUBMITTAL: 01 -04 -10 RECEIVED CITY OF TUKWMIA APR 01,2010 PERMIT CENTER B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 DRAWING TITLE: z 0 (r) REVISIONS: /,'‘,\O 2.05. 1 O%\ An3rii 0A IA r \ f 1\ DATE JOB NO. SHEET NUMBER 09293 P -3.0 WASTE FIXTURE U \IT SCHEDULE WASTE FU TENANT FIXTURE QUANTITY EACH FIXTURE TOTAL TENANT TOTAL GPM MARKET MEAT PREP 3 —COMP SINK 4 6 24 HAND SINK 2 2 4 KITCHEN & PREP 3 —COMP SINK 1 6 6 HAND SINK 1 2 2 TABLE SINK 2 2 4 FISH DEPARTMENT 3 —COMP SINK 1 6 6 HAND SINK 2 2 4 SHRIMP SINK 6 2 12 FISH SINK 6 6 36 2 —BAY SINK 2 2 4 FISH CLEANER 1 2 2 PRODUCE PREP 3 —COMP SINK 1 6 6 HAND SINK 1 2 2 PREP SINK 2 6 6 RESTROOMS & UTILITY WATER CLOSET — FV 4 6 24 LAVATORY 2 1 2 URINAL 2 1 2 MOP SINK 1 6 6 ENTIRE MARKET FLOOR SINKS 37 2 74 FLOOR DRAINS 17 2 34 TRENCH DRAINS 3 2 6 DRINKING FOUNTAIN 2 .5 1 MARKET TOTAL 267 114 GPM NHDEL RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com IISIgett U3.7335 : 8.7:35.5554 3I332 ,.,3, 112 (N) 4"CWV W 0 a z w 0 W DRAWING TITLE: REVIEWED FOR CODE COMPLIANCE APR 2 2.2010 REVISIONS: /&,;r).- 2.05.197\ /.. 3.O`' .1 ' \ A DATE JOB NO. SHEET NUMBER 00-0 —00 09293 P--4.O ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL' 02 -00 -10