Loading...
HomeMy WebLinkAboutPermit PG17-0030 - DICK'S SPORTING GOODS - TENANT IMPROVEMENTDICK'S SPORTING GOODS 17450 SOUTHCENTER PKWY EXPIRED 03/19/18 PGI 7-0030 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT 2623049110 17450 SOUTHCENTER PKWY Project Name: DICK'S SPORTING GOODS Permit Number: PG17-0030 Issue Date: 4/25/2017 Permit Expires On: 10/22/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: KIR TUKWILA 050 LLC 3333 NEW HYDE PARK RD #100 C/O KIMCO REALTY CORP, PO BOX 5020 NEW HYDE PK, OH, 11042 AARON BLUE 25001 EMERY RD - SUITE 400 , CLEVELAND, OH, 44128 ANDREWS GROUP LLC Address: 2702 NE 114TH AVE SUITE 1, VANCOUVER, WA, 98684-4291 License No: ANDREAG851P7 Lender: Name: Address: Phone: (216) 223-3243 Phone: Expiration Date: DESCRIPTION OF WORK: COMBINE THREE EXISTING TENANT SPACES TO CREATE ONE NEW TENANT (DICK'S SPORTING GOODS). NEW 2" DOMESTIC WATER SUB -METER WITH BACKFLOW TIED INTO EXISTING LINE WITHIN EXISTING BUILDING. NEW PLUMBING FIXTURES TO BE PROVIDED AND CONNECTED TO EXISTING SANITARY SYSTEM. Valuation of Work: $113,165.00 Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA Fees Collected: $930.49 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Jitctitix Print Name: Date: Z/ . . — 02°0 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: Applicant shall call Public Works at 206 433-0179 to schedule backflow inspection with Public Works Department.. The RPPA shall be installed per manufacturer's specifications and tested by a certified backflow tester. backflow test report shall be submitted to Mr. Dave Stuckle, Public Works Inspector. Thereafter the RPPA shall be tested annually at property owner's expense and copy of the passing backflow test report submitted to Tukwila Water Dept., 600 Minkler Blvd, Tukwila, WA 98188, phone 206 433-1860, fax 206 575 -3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. G 1 7-003° Project No. Date Application Accepted: Date Application Expires: ( 7 (For office use only) - PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.:..__ Site Address. 17450 Southcenter Parkway Tenant Name: __Dick's Sporting Goods Suite Number:____. _w.__... Floor:.__ New Tenant: I Yes PROPERTY OWNER Name: Aaron Blue (Herschman Architects) Name: Kimco Reality City: Cleveland State: OH Zip: 44128 Address:+ 4065 Factoria Mall SE #F-10 Email: ablue@herschmanarchitects.com City: Bellevue State: -WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Aaron Blue (Herschman Architects) Address: 25001 Emery Road, Suite 400 City: Cleveland State: OH Zip: 44128 Phone: (216) 223-3243 Fax: (216) 223-3210 Email: ablue@herschmanarchitects.com 0 PLUMBING CONTRACTOR INFORMATION Company Name: T.B.D. Address: City: State: Zip: Phone: Fax: •Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 113,165 Scope of Work (please provide detailed information): Combine three existing tenant spaces to create one new tenant (Dick's Sporting Goods). New 2" domestic water sub -meter with backflow tied into existing line within existing building. New plumbing fixtures to be provided and connected to existing sanitary. Building Use (per Int'I Building Code)• Occupancy (per Int'1.Building Code): Utility Purveyor: Water: Retail i Mercantile Tukwila H:\Applicatio Worms -Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Sewer: Tukwila Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower _ Dishwasher, domestic with independent drain _ Shower, single head trap - Sinks 2 Rain water system - per drain (inside building) 4 Grease interceptor for commercial kitchen (>750 • gallon capacity) - Each additional medical gas inlets/outlets greater than 5 - Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) • 2 Fixture Type Qty Bidet _ Drinking fountain or water cooler (per head) • 2 Lavatory 4 Urinal 2 Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment 1 Backflow protective device other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 . - Fixture Type • Qty Clothes washer, domestic _ Food -waste grinder, commercial _ Wash fountain - Water closet 3 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors - Repair or alteration of drainage or vent piping 1 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter - Gas piping outlets 13 Fixture Type Qty Dental unit, cuspidor _ Floor drain 3 Receptor, indirect waste Building'sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity - Medical gas piping system serving 1-5 inlets/outlets for a specific gas - Each lawn sprinkler system on any one meter • including backflow protection devices - r Value of Construction — In all cases; a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with 'current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO.APPLY FOR THIS PERMIT. BUILDING OWNER.OR A THORI ED GENT: Signature: Print Name: Aaron Blue (Herschman Architects) Mailing Address: 25001 Emery Rd, Suite 400 H:\Applications\Fomts-Applications On Line \2011 Applications \Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Date: 03/01/2017 Day Telephone: (216) 223-3243 Cleveland OH 44128 City State Zip Page 2 of 2 2/1/2018 City of Tukwila Department of Community Development AARON BLUE 25001 EMERY RD - SUITE 400 CLEVELAND, OH 44128 RE: Permit No. PG 17-0030 DICK'S SPORTING GOODS 17450 SOUTHCENTER PKWY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/19/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/19/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ache e Rip ey Permit Technician File No: PG17-0030 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 March 15, 2017 City of Tukwila Department of Community Development AARON BLUE 25001 EMERY RD - SUITE 400 CLEVELAND, OH 44128 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG17-0030 DICK'S SPORTING GOODS - 17450 SOUTHCENTER PKWY Dear AARON BLUE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Please submit cut sheet for the proposed RPPA and circle backflow to be installed. 2) Please clarify the purpose of sub -meter installation: a) is the meter going to be owned and read by the property owner so they can divide the bill between tenants, or b) property owners do occasionally install deduct meters inside if they have a relatively large amount of water that is used for a process that doesn't end up in the sewer system (HVAC cooling tower, bottling plant, etc.). In this case Dick's installs a meter and radio compatible with City of Tukwila meter reading system and the City reads the meter each month and the water consumption on this deduct meter is deducted from their sewer bill. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely, ,f. Rachelle Ripley Permit Technician File No. PG17-0030 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $33,025.48 D17-0036 Address: 17450 SOUTHCENTER PKWY Apr: 2623049110 $24,135.73 DEVELOPMENT $22,986.62 PERMIT FEE R000.322.100.00.00 0.00 $22,982.12 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $1,149.11 TECHNOLOGY FEE I R000.322.900.04.00 0.00 $1,149.11 EL17-0179 Address: 17450 SOUTHCENTER PKWY Apn: 2623049110 $5,877.73 ELECTRICAL $5,597.84 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $5,597.84 TECHNOLOGY FEE $279.89 TECHNOLOGY FEE R000322.900.04.00 0.00 $279.89 M17-0031 Address: 17450 SOUTHCENTER PKWY Apn: 2623049110 $2,249.13 MECHANICAL $2,142.03 PERMIT ISSUANCE BASE FEE R000322.100.00.00 0.00 $33.15 PERMIT FEE R000322.100.00.00 0.00 $2,108.88 TECHNOLOGY FEE $107.10 TECHNOLOGY FEE I R000.322.900.04.00 0.00 $107.10 PG17-0030 Address: 17450 SOUTHCENTER PKWY Apn: 2623049110 $762.89 GAS $225.03 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $180.54 PLAN CHECK FEE 8000.322.103.00.00 0.00 $11.34 PLUMBING $502.07 PERMIT FEE 8000.322.100.00.00 0.00 $468.92 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $35.79 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11343 8000.322.900.04.00 0.00 $35.79 ., $33,025.48 Date Paid: Tuesday, April 25, 2017 Paid By: KIMCO REALTY Pay Method: CHECK 1002339 Printed: Tuesday, April 25, 2017 9:51 AM 1 of 1 SYSTEMS DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $167.60 PG17-0030 Address: 17450 SOUTHCENTER PKWY Apn: 2623049110 $167.60 GAS $42.08 PLAN CHECK FEE R000.322.103.00.00 0.00 $42.08 PLUMBING $125.52 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R11028 0.00 $125.52 $167.60 Date Paid: Tuesday, March 07, 2017 Paid By: HERSCHMAN ARCHITECTS Pay Method: CHECK 44578 Printed: Tuesday, March 07, 2017 10:39 AM 1 of 1 C) SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit i17ano - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P. oject: DitiZS S fteriAltr &LIDS Type of Inspection: &AS Piaber 7 Anu_ Address: /716-0 Simeagie PJd / Date Called: Special Instructions: Date Wanted: 9 _ //' ' ji ��''� p.m. Requester: / Phone No: Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: on pip �-. inspector: e3 -5 Date: -2•i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 711-6,63t) 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit. Inspection Request Line (206) 438-9350 (206) 431-3670 Project: DiCkS SIi 'r%r7 Gzv�S T e of Inspection: Vo -I - /Ad C& 19/NW- Address: )7ij rn Icy Date Called: Special instructions: / Date Wanted: % 6 /7 a.m. p.m. Requester' Phone No: A o4ed per applicable codes. Corrections required prior to approval. COMMENTS: �K—C'n" 010Lw.f-/N pit - Inspector: Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 7co PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: p s5 i4'%l ©DS Type of Inspection: A /, /°Z.,11/17157A/6— Address: /7/. 7 7 Ry ! Date Called: Special Instructions: Date Wanted: %/% /7 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CO ` MENTS: •-Dx-ofY1/$/G- , 116# 0 Inspector: Date: —/ 4-17 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 .r� - Co O Pr&ect:T&vJbtJcJ ,C�S S'T» J - ( bSK e of Inspection: Address: /741P2} 1 2 'A' y Date Called: Special Instructions: Date Wante>ii iii J 7 �m Requester: / Phone No: gr. -s -7% -off Approved per applicable codes. L Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ES-LF909S For Health Hazard Applications Job Name Job Location Engineer Approval LEAD FREE* Series LF909 Reduced Pressure Zone Assemblies LF909 Sizes: 3/4",.1 " (20, 25rnn)' LF909M1 Sizes: 1.'/4",1 '/2", 2" (32,, 40, 50mm) Series LF909 Reduced' Pressure Zone Assemblies are designed to provide superior cross -connection control protection of the potable water supply in accordance with national plumbing codes and containment control for water authority requirements. This series can be utilized in a variety of installations, including health hazard cross -connections in plumbing systems or for containment at the service line entrance. The LF909 features Lead Free* con- struction to comply with Lead Free* installation requirements. With. its exclusive, design incorporating the "air-in/water-out" principle it provides maximum relief valve discharge during the emergency conditions of combined backsiphonage and backpressure with both checks fouled. Model LF909QT, standardly furnished with full port, resilient seated and Lead Free* cast copper silicon alloy ball valve shutoffs. Sizes 3/4" and 1"' (20 and 25mm) shutoffs have tee handles. Contractor Approval Contractor's P.O. No Representative PUBLIC WORKS RECEIVED FILM= Features • Modular design • Replaceable seats • Compact for installation ease CORRECTION LTR#, • Horizontal or vertical (up or down) installation • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each cross -connection to prevent backsiphonage and backpressure of hazardous materials into the potable water supply. The assembly shall consist of a pressure differential relief valve located in a zone between two positive seating check valves. Backsipho tection shall include provision to admit air directly into t pressure zone via a separate channel from the water di channel, or directly into the supply pipe via a separate assembly shall be constructed using Lead Free* cast c con materials. The Lead Free* reduced pressure zone a shall comply with state codes and standards, where ap requiring reduced lead content. The assembly shall incl tightly closing shutoff valves before and after the assem cocks and a protective strainer upstream of the No. 1 s valve. The assembly (specify Model LF909 for temperat 140°F (60°C) or Model LF909HW for temperatures up t (99°C)) shall meet the requirements of ASSE Std. 1013; Std. C-511-92 CSA B64.4; FCCCHR of USC Manual S Listed by IAPMO (UPC). SBCCI (Standard Plumbing code). The assembly shall be a Watts LF909QTS or LF909QTSHW. re 0 Model LF909M1 QT -S 1'W (40mm) Supply Pressure Channel to Relief Valve Relief Valve Assembly Ball Valve Test Cocks First Checl Module ssembly Water Outlet .:,; IEWED FOR crpRDE COMPLIANC peer sTIAPPROVFRattsB sembly F more info licable, APR 2 0 Lt1 l r r• e two ly, test utoff es up, ity of Tukwila ° 0 LDI1t1 nm Air Inlet Second Check Module Assembly R.P.Zone ow Available x Insulated ErRIED 'mar APR 07 2011 this product con,.._.:.. �°i ITER. n 0.25% of lea. t: �I ation, sen Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and wi hout incurring any obligation to make such changes and modifications on Watts prodicts previously or subsequently sold. WWATIS® PGi7 0030 Models Suffix QT S HW NOTICE Quarter -turn ball valves Bronze strainer Stainless steel check modules for hot and harsh water conditions i The installation of a drain line is recommended. When installing a drain line, an air gap is necessary. Material's. Body: Lead Free* Cast Copper Silicon Alloy Check Seats: 909 Celcon® Relief Valve Seats: Stainless Steel 909HW Test Cocks: Lead Free* Cast Copper Silicon Alloy Celcon® is a registered trademark of Celanese, Limited Connections 3/," - 1" (19 - 25mm) 909 -NPT Female threaded body connection 11/4" - 2" (32 50mm) 909 -M1 -NPT Male threaded body connection Standards AWWA C-511-92 FCCCHR of USC Manual Section 10 IAPMO (UPC), SBCCI (Standard Plumbing code) Approvals Listed by IAPMO c_ us Listed by SBCCI 1013 B64.4 Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. (QT and S Models) Horizontal and vertical "flow -up" approval on 3/a" (20mm) and 1" (25mm) sizes (model LF909QT). , Pressure — Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) continuos, 180°F (82°C) intermittent Maximum Working Pressure: 175psi (12.1 bar) Series LF909HW: Temperature Range: 33°F - 210°F (0.5°C - 99°C) Maximum Working Pressure: 175psi (12.1 bar) How it Operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompa- nying air-in/water-out diagram, the right-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The chan- nel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous nega- tive supply and positive backpressure develop, the relief valve uses the air- in/water-out principle to stop potential backflow. Reduced .. Pressure Zone / 0 WATER OUT AIR IN Dimensions — Weights When installing a drain line use 909AG series Air Gaps on Series 909 backflow preventers. tt909EL series elbows are for air gaps on backflow preventers in vertical installations. Series 909AG Air Gaps Model LF909QT-S Model LF9090T 909 DRAIN OUTLET DIMENSIONS WEIGHTS Iron Body _ Sizes Sizes A B No. Desc. in. min in. mm in. mm in. mm lbs. kg. 909AG-C Air Gap '/,1' 19,25 1 25 3'h 83 4'% 124 1'/z .7 909EL-C Elbowtf '''/,1 19,25 — — 2'/ 60 2'% 60 '/ .2 909AG-F Air Gap 13<-2 32-50 2 50 4' 111 6'% 171 3% 1.5 909EL-F Elbowtt 1%-2 32-50 - - 35/ 92 3534 92 2 .9 Model LF909QT-S Model LF9090T Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research of the University of Southern California lab tests. OTypical maximum system flow rate (7.5 feet/sec.) kPa psi 110 16 83 12 55 8 28 4 kPa psi 138 20 103 15 69 10 35 5 %" (20mm) 5 10 15 19 38 57 5 7.5 10 1.5 2.3 3.0 20 76 0 11/4" (32mm) 25 95 15 4.6 30 14 35 gpm 133 Ipm 20 fps 6.1 mps 10 20 30 40 50 60 70 .80 90 100 gpm 38 76 114 152 190 228 266 304 342 380 Ipm 5 7.5 10 15 - 20 fps 1.5 2.3 3.0 4.6 6.1 mps kPa psi 138 '20 103 15 69 10 35 0 kPa psi 138 20 103 15 69 10 35 5 kPa psi 138 20 103 15 69 10 35 5 2" (50mm) 1" (25mm) , 5 10 15 20 .25 30 35 40 45 50 5 60 gpm 19 '38 57 76 95 114 133 152 171 190 209 2 8 Ipm 5 7.5 10 15 20 fps 1.5 2.3 3.0 4.6 - . 6.1 . mps 1'/" (40mm) 0 20 30 38 76 114 5 1.5 40 50 152 190 7.5 2.3 25 50 75 100 , 125 150 175 200 gpm 95 190 285 380 475 570 665 ' 760 Ipm 5 .7.5 10 1.5 2.3 3.0 15 fps 4.6 • mps 60 70 80 90 10 gpm 228 .266 304 342 38 Ipm 10 15 fps 3.0 4.6 mps LF909QT, LF909QT-S SIZE (DN) DIMENSIONS WEIGHT A As " 8 C D E '. Es . L • P, DT y OT -S . in. mm in. mm in. mm in. mm I in. mm in. mm in. mm in. mm in. • mm ) lbs. kgs. lbs. kgs. 14% 365 181/46 459 8'% 222 4 102 4'% 121 6' 171 10%6 259 75'/ 186 3'% 98 14 6.4; 1.5.6 7.1 1-" 153 391 19% 498 8'% 222 4 102 43% 121 7 178 11 279 75/6 186 3'% 98 15 6.8 17.5 7.9 11/4"M1 18/2 470 23'/6 595 11'/s 295 51/4 140 61/4 165 7/a 191 12'/6 310 10% 264 51/4 133 40 18.1 42.8 19.4 1'/z"M1 19 483 24% 619 115/ 295 51/4 140 6'/z 165 7'/z 191 125% 321 10% 264 5%4 133 ' 40 18.1 44.0 20.0 2"M1 19'/ 495 25% 659 115% 295 5% 140 6% 165 73% 197 13t5/s 354 103% 264 51/4 . 133 40 18.1, 47.4 21.5 Subscript `S' = strainer model 7T %V 1 A Watts Water Technologies Company USA: Tel: (978) 689-6066 • Fax: (978) 975-8350 • Watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • Watts.ca Latin America: Tel: (52) 81-1001-8600 • Fax: (52) 81-80007091 • Watts.com ES-LF909S 1421 0 2014 Watts PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0030 DATE: 04/07/17 PROJECT NAME: DICK'S SPORTING GOODS SITE ADDRESS: 17450 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division J�AWC Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator • PRELIMINARY REVIEW: Not Applicable l l (no approval/review required) DATE: 04/11/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/09/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT CHORD COPY: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0030 DATE: 03/07/17 PROJECT NAME: DICK'S SPORTING GOODS SITE ADDRESS: 17450 SOUTHCENTER PKWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division .11t7 DK- 141iii Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/09/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/06/17 Approved Corrections Required El (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only L� CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ( Staff Initials: Vg 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: Itflp:/hvw.w.TukwilaW .tov+ REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: NI`71 120/7 ' ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Plan Check/Permit Number: PG.17-0030 Project Name: DICK'S SPORTING GOODS Project Address: 17450 SOUTHCENTER PKWY Contact Person: Alava" [31�,�, _ ((kria • •w, Aza.'►u.+s\ Phone Number:) 21 to - Zz3 - 3 z(/ Summary of Revision: PW -PG Department Comment #1: Please see attached backflow preventer cut sheet for a Watts RPZ LF909 Backflow Preventers (y cv;es) PW -PG Department. Comment #2: The water submeter in the Dick's Sporting Goods space is going to be owned and read by the property owner so they can give Dick's Sporting Goods their requested accurate meter using. No drawings changes were required for this Correction Letter #1. Adam Lesiak McHenry & Associates, Inc. 03/29/17 J RECEIVED CITY Of TUKWILA APR 0 7 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: ❑"-- Entered in TRAKiT on t C:\Uscrs'Rachellc-R\DcsktoplRcvision Submittal Form - D 17-0305.doc Revised: August 2015 THE ANDREWS GROUP LLC Home Espanol Contact Safety & Health Claims & Insurance Clik Washington State Department of AO Labor & Industries Search L&I Page 1 of 2 Ad A -Z Index Help My L&I Workplace Rights Trades & Licensing THE ANDREWS GROUP LLC Owner or tradesperson Principals ANDREWS, ROBERT A, PARTNER/MEMBER Doing business as THE ANDREWS GROUP LLC WA UBI No. 603 483 265 2702 NE 114TH AVE STE 1 VANCOUVER, WA 98684 360-852-1230 CLARK County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. ANDREAG851P7 Effective — expiration 10/27/2015-10/27/2017 Bond ............. Travelers Cas and Surety Co of America Bond account no. 106388315 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 10/27/2015 10/07/2015 Expiration date Until Canceled Insurance Ohio Cas Ins Co Policy no. BKS56951174 $1,000,000.00 Received by L&I Effective date 10/18/2016 10/21/2016 Expiration date 10/21/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603483265&LIC=ANDREAG851 P7&SAW= 4/25/2017 THE ANDREWS GROUP LLC Workers' comp 1 Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&l Account ID Account is current. 597,148-00 ................................. Doing business as ANDREWS GROUP THE LLC Estimated workers reported Quarter 4 of Year 2016 "7 to 10 Workers" L&I account representative T2 / HAN CHUNG (360)902-4713 - Email: CHUK235@lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 C�) Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603483265&LIC=ANDREAG851 P7&SAW= 4/25/2017 0 0 Feb 22, 2011 - 1515q111 0 0 LL ELEC. RM. [142J REFER TO 'ENLARGED PARTIAL PLUMBING PLAN', DETAIL itcl ON DRAWING P2.0 MO MIMI 11111111111111111111111111111111•1•11. MEN'S 114 IMOI NMI WOMEN'S 115 Inl jELECTRICAL ROOM 130 j GW /-1' IN JOIST SPADE illK -1z/3/41 IN JOIST SPACE FOOTWEAR STOCK m� - - -*- -3E-%-*-*-* 2' IN JOIST SPADE ADJACENT TENitT T (NIC) \ \ ' \ \ \ \ \ \ \ \ \ V \ \ \ \ \ \, \\ \\\ 'X' -RG DOWN FROM 'X' -RD 'X' -ORD DOWN FROM 'X' -ORD BIKES I' IN JOIST SPACE EXERCISE I FOOTWEAR _cam TYP. CORRIDOR 115a SPRINKtER AREA IIJ I' IN JOIST SPACE GNl 3/4' IN JOIST STOCKROOM SPACE (115 ARCHERY [ 120 RECEIVING 118 THE PLUMBING CONTRACTOR 15 TO JET OUT/CLEAN THE EXISTING TRENCH DRAINS AT THE LOADING DOCK. VERIFY THE EXACT LOCATION IN THE FIELD PRIOR TO STARTING WORK HUNTING I.0 \ 0 i FITING CENTER 103 GOLF GOLF STOCK 102 GOLF PRO WOMEN OUTDOOR RUN A5 HIGH A5 P05 IBLE WITHIN STRUCTURE, COORDINATE WITH LIGHTS, ROOF TOP HVAC UNITS, DUCTS, ETD. GOLF SHOES 11 IN JOIST SPACE TYP. YOUTH GOLF APPL FITTING RM 'X' -ORD DOWN FROM 'X' -ORD 'X' -RG DOWN FROM 'X' -RD -ORG- 3/4' DROP 3/4' GNI DOWN IN PILASTER COORDINATE EXACT ROUTING IN THE FIELD. 'X' -RG DOWN FROM 'X' -RD 'X' -ORD DOWN FROM 'X' -ORD CTX HUNTING APPL MEN OUTDOOR TACKLE 'X' -CO L.P. CLOSET 101 J �+L 200 MBH I' IN JOIST SPACE q� I0^i `L3/4' IN IST SPACE DEPT. MANAGERS ( IOq CORRIDOR 105a STORE MANAGER ( 108 CASH/COUNT CTX BREAK ROOM 110 3' YR CORR.-°‘- 105 WORKSHOP WORKSHOP \221 WORK RM 121 DATA/AV 131 3/4' HOT AND GOLD WATER PIPING TO AND FROM 1I-I,MOIJN1ED ON SHELF ABOVE f SHOWN OUT OF PLAGE FOR CLARITY REFER TO DETAIL ON DRAWING P20. EL STOCKROOM 3/4' IN JOIST WAGE f! AT ROOF HATCH TO BE IN JOIST SPACE AND WITHIN REACH OF A PERSON ON THE LADDER. 115 \\\ \ ADJACENT TENANT (NIC) \-\ \\\\\\\\\-N \ \\\\\\\\\I \\\ \\\\\\\\\ OUTDOOR REC OUTDOOR REC OUTERWEAR 'X' -ORE DOWN FROM 'X' -ORD 'X' -RG DOWN FROM 'X' -RD -VE TIBU E \\ _ r*RG I -ORG- -X -ORD4 _ 3E GTX 1€i, -RCX- - -ST i - 100 TEAM SPORTS 'X, -RC DOVE! FROM 'X' -RD 'X' -ORD DOWN! FROM 'X' -ORD 6' DO -I . • . . 1• • O 1 PLUMBING FLOOR PLAN SCALE: 3/32" = I' -O° 2. The existing storm drain piping is in conflict with the new Dick's Sporting Goods entrance. The existing storm drain pipe (between columns 20.9 and 21.3 on sheet P1.0) is relocated to drop down below grade at column lines 20.8 and 21.4 and then routed underground to be reconnected to the existing storm piping from where the existing drops were below the existing store front sidewalk. REVISIONS No changes shaft be made to the scope of work withccsi prior approval of T ukwi a Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PLUMBING DEMOLITION NOTES A. CONTRACTOR SHALL VISIT PRO.EGT SITE AND BECOME FAMILIAR WITH THE SCOPE OF THE DEMOLITION WORK REMOVE ALL FIXTURES AND EQUIPMENT NO LONGER REQUIRED FOR FINISHED CONSTRUCTION. ALL EXISTING FIXTURES, EQUIPMENT, WATER HEATERS, PIPING, HANGERS, ETC., IN PROJECT AREAS SHALL BE REMOVED AND LEGALLY DISPOSED. B. ALL UTILITIES SHALL BE REMOVED TO THE POINT OF SERVICE TO THE SITE IN I9LL ACCORDANCE WITH THE REGUIREMElT5 OF THE UTILITY GO. AND AUTHORITIES HAVING JURISDICTION. MI5 CONTRACTOR SHALL PAY FOR ALL UTILITY COMPANY CHARGES OR FEES RELATED TO THIS WORK INCLUDING TEMPORARY SERVICES AND BAGKFEEDS REQUIRED TO MAINTAIN ACTIVE CUSTOMERS IN ORDER TO REMOVE ALL EXISTING PLUMBING SYSTEMS FROM THE PROJECT SITE. G. CONTRACTOR SHALL COORDINATE TIMES TO WORK IN SPECIFIC AREAS OF THE EXISTING BUILDING WITH THE BUILDING MANAGER. D. REMOVE ALL EXISTING PLUMBING FIXTURES AND EQUIPMENT NOT TO REMAIN, REMOVE SANITARY WASTE BACK BEYOND FINISHED SURFACES, REMOVE HOT AND COLD WATER PIPING BACK TO AGTIVE MAINS AND CAP. PATCH SURFACES TO MATCH EXISTING. E. THERE MAY EE POINT OF USE WATER HEATERS ABOVE CEILINGS THAT WERE NOT INSPECTED AT TIME OF FIELD VISITS. THESE HEATERS ARE TO BE REMOVED, ALONG WITH MY DRAIN PANS, DRAIN LINES, ETC. F. DEMOLITION WORK WAIVES THE REMOVAL OF ALL UNUSED HANGERS, CONTROL WIRING, VALVES, ETD. ALL PIPING SHALL BE REMOVED TO BEYOND FINISHED FLOOR OR WALL SURFACE AT FIXTURE LOCATIONS, OR BACK TO ACTIVE MAINS FOR OTHER PIPING. FLOORS, WALLS AND CEILINGS SHALL BE PATCHED TO MATCH EXISTING IN EXISTING AREAS TO REMAIN, OR PATCHED AND PREPARED FOR NEW FINISH IN AREAS TO BE REMODELED. 6. OWNER SHALL DESIGNATE ANY ITEMS TO BE SALVAGED BY CONTRACTOR PRIOR TO START OF DEMOLITION. CONTRACTOR SHALL PROTECT AND TURN OVER TO OWNER ALL SALVAGED ITEMS AT OMER DESIGNATED LOCATION IN THE BUILDING. ALL OTHER DEMOLITION MATERIALS SHALL BE REMOVED FROM THE BUILDII& AND LEGALLY DISPOSED. H. CONTRACTOR 15 TO REPAIR ANY OPENINGS IN FIRE RATED CONSTRUCTION CAUSED BY THE DEMOLITION WORK TO MATCH EXISTING CONSTRUCTION AND MAINTAIN FIRE RATING. I. ANY REQUIRED DEIOLITtON, RELOCATION OR SHUTDOWN OF EXISTING PLIIh3IN6 AND WATER PIPING SYSTEMS, ETC. SHALL BE SUBMITTED IN WRITING, AS A FORMAL REQUEST TO THE LANDLORD FOR APPROVAL TWO (2) WEEKS PRIOR TO THE REQUIRED WORK. NO DEMOLITION WORK AFFECTING EXISTING SYSTEMS TO REMAIN SHALL BE PERFORMED WITHOUT THE APPROVAL OF THE LANDLORD. J. THE PL. 15 TO INSPEGT THE EXISTING SANITARY WASTE DRAIN TO VERIFY THAT IT HAS SUFFICIENT DEPTH FOR THE NEW WORK AND TO VERIFY THE DIRECTION OF FLOW. PRESSURE TEST THE EXISTING SANITARY WASTE DRAIN PRIOR TO THE START OF WORK VERIFY THAT SEPERS ARE ACTIVE BY FLUSHING WITH HATER, A MINIMUM OF FIVE (5) GAUANS PER MIMJTE FOR FOUR (4) HOURS PRIOR TO START OF WORK PLUMBING CODED NOTES: 0 I. PIPE DROP SHALL NOT BE INSTALLED IN EXTERIOR WALLS OR ANY OTHER LOCATION SUB-EGT TO FREEZING. 2. CONNECT TO EXISTING SANITARY, VERIFY EXACT LOCATION, DEPTH, SIZE, AND FLOW DIRECTION IN THE FIELD PRIOR TO THE START OF WORK VERIFY WASTE PIPING 15 ACTIVE PRIOR TO CONNECTING. 3. SAWGUT AND TRENCH FLOORS FOR INSTALLATION OF NEW BELOW FLOOR PIPING, BACKFILL AND PATCH TO MATCH EXISTING. 4. EXISTING BOLLARDS AROUND METER TO PROTECT IT FROM DAMAGE. BOLLARDS TO MEET LOCAL GAS COMPANY REQUIREMENTS. 5. CONNECT TO EXISTING PIPING STUB ROUTS FROM THE EXISTING GAS METER VERIFY METER HAS SUFFICIENT CAPACITY FOR THE NEW GAS LOAD AND PROVIDE NEW METER AS REQUIRED. P.G. SHALL PROVIDE AND GOORDINATE ALL APPURTENANCES REQUIRED WITH THE LOCAL GAS COMPANY AND PAY FOR ALL PERMITS AND FEES. VERIFY THE EXACT LOCATION IN THE FIE.D PRIOR TO STARTING WORK. EXIST PRESSURE AFTER METER -1' WL. CONNECTED LOAD 15 2,240 Mal. 6. 4' LOW PRESSURE (1' WL) GAS LINE UP WALL, OFFSET AROIND EXISTING PARAPET. RLTIR TO P3.0 FOR CONTINUATION. 1. GAS PIPING DOWN THROUGH ROOF. REFER TO DRAWING P3.0 FOR CONTINUATION ON ROOF. S. PROVED FILL SIZE GAS GOGK, UNION AND DIRT LEG AT GAS CONNECTION TO UNIT HEATER. q. EXISTING I -I/2" WATER METE? AND I -I/2' WATER SERVICE TO BE REMOVED BACK TO THE POINT OF THE NEW D56 2' COLD WATER SERVICE CONNECTION. VERIFY THE EXACT LOCATION AND SIZE IN THE FIELD PRIOR TO STARTING WORK 10. GONIEGT TO THE EXISTING 3' GOER WATER PIPING, VERIFY EXACT LOCATION AND SIZE IN THE FIELD FOR TO THE START OF WORK II. P.C. TO JET WASH AND CLEAN THE EXISTIt46 UNDERGROUND SANITARY PIPING TO REMAIN, TYPICAL. VERIFY THE EXACT LOCATION, SIZE, DEPTH/INVERT AND FLOW DIRECTION OF ALL THE EXISTING- T0'REMAIN UNI7tRoRoUNo SANITARY PIPING IN TI -E FIELD PRIOR TO THE START OF WOR.:. 12. REGON4r:.GT TO THE EXISTING VERTICAL RAIN CONDUCTOR AND ROUTE NEW HORIZONTAL INSULATED RAIN CONDUCTOR A5 SHOWN. REMOVE ANY EXISTING RAIN CONDUCTOR PIPING BACK TO THE ACTIVE MAINS AND GAP. VERIFY EXACT LOCATION AND SIZE IN THE FIELD PRIOR TO THE START OF WORK 13. REGONNEGT TO THE EXISTING VERTICAL OVERFLOW RAIN CONDUCTOR AND ROUTE NEW HORIZONTAL INSULATED OVERFLOW RAIN CONDUCTOR A5 5140141. REMOVE ANY EXISTING OVERFLOW RAIN CONDUCTOR PIPING BACK TO THE ACTIVE MAINS AND GAP. VERIFY EXACT LOCATION AND SIZE IN THE FIELD PRIOR TO THE START OF WORK. 14. INTERCEPT AND CONNECT TO THE EXISTING HORIZONTAL RAIN CONDUCTOR AND ROUTE NEW HORIZONTAL INSULATED RAIN CONDUCTOR AS SHOWN. REMOVE ANY EXISTING RAIN CONDUCTOR PIPING BACK THIS POINT OF RECONNECTION AND GAP. REWRAP THE EXISTING TO REMAIN HORIZONTAL RAIN CONDUCTOR 111114 NEW INSULATION AS REQUIRED. VERIFY EXACT LOCATION AND SIZE IN THE FIEID PRIOR TO THE START OF WORK. 15. INTERCEPT AND CONNECT TO THE EXISTING HORIZONTAL OVERFLOW RAIN CONDUCTOR AND ROUTE NEW HORIZONTAL INSULATED OVERFLOW RAIN CONDUCTOR AS SHOWN. REMOVE ANY EXISTING OVERFLOW RAIN CONDUCTOR PIPING BACK THIS POINT OF RECONNECTION AND GAP. REIIRAP THE EXISTING TO REMAIN HORIZONTAL OVERFLOW RAIN CONDUCTOR WITH AEW INSULATION AS REQUIRED. VERIFY EXACT LOCATION AND SIZE IN THE FIELD PRIOR TO THE START OF WORK. 16. NEW 6' DIA. RAIN CONDUCTOR DOWN TO BELOW GRADE 111114 WALL CLEANOUT AT 16' ABOVE GRADE. 11. COORDINATE EXACT ROUTING OF NEW RAIN AND OVERFLOW RAIN CONDUCTORS WITH ARGHITE GTURAL DRAWINGS AND ALL OTHER TRADERS PRIOR TO START OF WORK. 18. NEW 6' DIA. OVERFLOW RAIN CONDUCTOR P0114 WITHIN NEW CANOPY BRICK PIER AND DISCHARGE ON GRADE THRU THE NEW DRAIN OUTLET (Qu. Iq. INSTALL DRAIN OUTLET ON COLUMN AT 18' ABOVE FINISHED GRAD. 20. EXTEND NEW BELOW GRADE 6' PVC STORM LINE AND GONNEGT TO EXISTING STORM SEVER ON SITE. VERIFY EXACT LOCATION OF EXISTING STORM SB^ER IN THE FIELD PRIOR TO THE START OF WORK COPY Per it No. AGI 11_ 0030 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or •rdinance. Receipt of approved Field Copy and conditio is acknowledged: By: ov.�► r Date: City of Tukwila BUILDING DIVISION n.a i"ERMI! .:�'ti, 7D FOR: -3cttanicai Electrical ❑ curbing ,3,as Piping City of Tukwila El.� `?l-"' G DIVISION Design and construction doouments es instruments of service are given In ccmfidence and remain the property of Herschman Architects. The use of thls design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 2/22/2011 SID/PERMIT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 0 2017 Citx et 'Tukwila RECEIVED CITY OF TUKWILA MAR 0 7 2017 PERMIT CENTER PG17 0030 CONTRACTOR TAST VERIFY ALL CLEARANCES AND DIMENSIONS IN FIELD SEISMIC DATA DESIGN OF MECHANICAL ELECTRICAL AND PLUMBING EQUIPMENT RESTRAINT SYSTEMS FOR WIND / SEISMIC FORCES SPECIFIC FOR THIS PROJECT LOCATION SHALL BE BY MASON INDUSTRIES, INC. OR EQUAL MANUFACTURER AND AS PRLICABLE CODES. RISK CATEGORY - II SEISMIC IMPORTANCE FACTOR le - 1.0 SPECTRAL RESPONSE COEMCIENTS: SITE CLASS - D BASIC SEISMIC FORCE RESISTING SYSTEM - CO RESPONSE MODIFICATION FACTOR R=4 Ss = 1.458 Cs = 0.194 ULTIMATE DESIGN WIND SPEED (V ult)=110 NORMAL DESIGN WIND SPEED (V asd)=85 Drawn By: AML Project No.: 15722.00 cc 0 o. cf) 13- 0 Tri CC X C F- 0Etw o w• co -0 0o0 o CO 0 Zi • 0 ES 15 0 m as co -J 1 - cc al 0 Ir ,te 1FA HERSCHMAN RCHITECTS NOTE; A. REFER TO SPECIFICATIONS FOR SEISMIC VIBRATION CONTROL INFORMATION. NCORPORATED 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 PLUMBING FLOOR PLAN P1.0 Feb 22, 2011 - 15a 5a, 01 6134ERAL REQUIREMENTS: I. GENERAL AND SPECIAL CONDITIONS: GENERAL AND SPECIAL CONDITIONS ARE HEREBY MADE AN INTEGRAL PART OF THIS DIVISION OF THE SPECIFICATIONS INSOFAR A5 SAME ARE APPLICABLE TO THE WORK UNDER THIS DIVISION AND UNLESS OTHERWISE SPECIFIED. 2. SCOPE: PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK IN ACCORDANCE WITH ALL APPLICABLE GODES. 3. PERMITS: APPLY FOR AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS REQUIRED BY ANY PUBLIC AUTHORITY HAVING .URISDIGTION. 4. WARRANTY: PROVIDE ALL MATERIALS AND EQUIPMENT UN13E R THIS SECTION OF THE SPECIFICATIONS WITH A ONE YEAR WARRANTY FROM THE DATE OF ACCEPTANCE OF WORK BY THE OWNER. 5. COORDINATION: VERIFY ALL ROUGH -IN LOCATIONS AND COORDINATE PIPING AND EQUIPMENT LOCATIONS WITH WORK UNDER OTHER DIVISIONS OF THE SPECIFICATIONS TO AVOID CONFLICTS. CONTRACTOR MAST COORDINATE WITH OTHER TRADES FOR ALL STRUCTURES, PIPING, CONDUIT, DUCTWORK, LIGHTING, ETC. TO PROPERLY BE INSTALLED ANY CONFLICTS SHALL BE RESOLVED AT NO CHARGE TO THE OWNER. COORDINATE INSTALLATION OF ALL PLUMBING LINES AT CMJ WALLS 50 THAT PLUMBING LINES ARE PLAGED IN WALL DURING CMCJ WALL CONSTRUCTION. GUTTING AND PATCHING OF GNU WALLS IN PLACE WILL NOT BE PERMI I TEV. 6. FIELD VERIFICATION: FIELD VERIFY EXISTING CONDITIONS BEFORE STARTING CONSTRUCTION AND NOTIFY THE ARGHITE-GT/ENINEER OF RECORD OF ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS AND/OR ANY POTENTIAL PROBLEMS OBSERVED BEFORE CONTINUING WORK IN THE CT1-CGTE P AREAS. 1. PLUMBING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO: - PLUMBING FIXTURES AND EQUIPMENT - FIRE STOPPING - DOMESTIC WATER SYSTEM - SANITARY WASTE AND VENT SYSTEM - GAS SYSTEM - ROOF / STORM DRAINAGE DOMESTIC WATER PIPING: I. FURNISH AND INSTALL A COMPLETE SYSTEM OF HOT AND GOLD WATER, AND WASTE PIPING FROM EXISTING SUPPLIES TO ALL FIXTURES AND/OR EQUIPMENT REQUIRING THIS SERVICE. VERIFY LOCATION OF POINT OF CONNECTION TO ALL UTILITIES, NEW AND EXISTING. 2. DOMESTIC WATER PIPING BELOW GRADE: TYPE K COPPER, ANNEALED 3. DOMESTIC WATER PIPING AND JOINTS ABOVE GRADE: SCHEDULE 40 GPVG PIPE WITH GLUED FITTINGS. 4. STERILIZE DOMESTIC WATER PIPING IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION'S SPECIFICATIONS AND LOCAL HEALTH DEPARTMENT REGULATIONS. 5. INSULATE DOMESTIC WATER PIPING ABOVE GRADE (EXCEPT EXPOSED CONNECTIONS TO PLUMBING FIXTURES) WITH EI&INEERED POLYMER FOAM INSULATION OR FIBERGLASS WITH FITTING INSERTS AND PVG COVERS. FOLLOW THIS SCHEDULE: SERVICE DOMESTIC HOT WATER 4- fZ2 Lv DOMESTIC TEMPERED WATER DOMESTIC COLD WATER PIPE SIZE INS. THICKNESS BRANCH LINES I" MAINS 1' ALL I/2' 6. DOMESTIC WATER PIPING INSULATION, JACKETS, COVERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET A FLAME -SPREAD RATIN OF 25 OR LESS AND A SMOKE -DEVELOPED RATIN OF 50 OR LESS, AS TESTED BY ASTM E84 (NEPA 255) METHOD. 1. DO NOT INSTALL DOMESTIC WATER PIPING IN AREAS SU13 EGT TO FREEZING TEMPERATURES. INSTALL WATER PIPING IN INTERIOR WALLS ABUTTING EXISTING EXTERIOR WALLS. 8. 51 -UT OFF VALVES: PROVIDE FULL PORT, BALL TYPE, AND INSTALL IN A LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS. PROVIDE ACCESS DOORS AS REQUIRED. q. PROTECT CPVG PIPING AGAINST CONTACT WITH MASONRY. MERE GING 15 SLEEVED THROUGH MASONRY, PROVIDE METALLIC SLEEVES. 10. LABEL ALL WATER PIPING, IDENTIFYING TYPE OF SERVICE. FIXTURES: 1. PROVIDE COMPLETE FIXTURES WITH TRIM AND INCLUDE SUPPLIES, STOPS, VALVES, FAUCETS, DRAINS, TRAPS, TAIL PIECES, ESGUTCHEONS, ETC. FIRE STOPPING: I. FIRE STOP ALL PENETRATIONS, BY PIPING OR CONDUITS, OF FIRE RATED WALLS, FLOORS AND PARTITIONS. PROVIDE A DEVICE(5) OR SYSTEM(5) WHICH HAS BEEN TESTED AND LISTED AS COMPLYING WITH ASTM E -8I4 AND INSTALL IN ACCORDANCE WITH THE CONDITIONS OF THEIR LISTING. PROVIDE A DEVIGE(5) OR SYSTEM(S) WITH AN 'F' RATING EQUAL TO THE RATING OF THE ASSEMBLY BEING PENETRATED. PLUMBING LEGEND (NOT ALL ITEMS U583) EXISTING UTILITY AS INDICATED SANITARY SEMER BELOW GRADE SANITARY SEhER ABOVE GRADE SANITARY VENT DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC RECIRCULATING HOT WATER CONDENSATE DRAIN NATURAL 6A5, LOW PRESSURE REGULATED PRESSURE 6A5-2# DRAIN FIRE PROTECTION C.OFFESSED AIR SHUT OFF VALVE BALANCING VALVE CHECK VALVE GTX O FL G. E.G. P.C. F.P.G. 6.G. VTR FCO 6C0 YiCO FD PRY BFP INV. A.F.F. M.V. 6A5 SHIT OFF VALVE 6A5 PRESSURE REDUGIN6 REGULATOR VALVE CONNECT TO EXISTING POINT OF CONNECTION INDICATES CODED NOTE MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR PLUMBING CONTRACTOR FIRE PROTECTION CONTRACTOR GENERAL CONTRACTOR VENT THRU ROOF FLOOR GLEAN OUT 6IRADE CLEAN OUT WALL CLEAN OUT FLOOR DRAIN PRESSURE FEDUCIN6 VALVE BACKFLOW PREVIEWER INVERT ABOVE FINISHED FLOOR MIXING VALVE (T1tOSTATIG) ONE ANGLE ON EACH SIDE OF WEB MEMBERS REST ON TOP OF BOTTOM CHORDS STEL JOISTS BETWEEN PANEL POINTS, SIZE FOR WAD HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER BOTTOM CHORD OF STEEL. JOIST ISOLATOR PAD (COF'Ptk PIPE) CLEVIS HANGER SINGLE HORIZONTAL WRNS NO VAPOR BARRIER INSULATION HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY GLEVIS HANGER VAPOR BARRIER INSULATION 16 6A. ZINC COATED SHEET STEEL SADDLE AT LEAST 8' LONG GLEN'S HANGER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION ROOF PIPE SUPPORT AS MAM4JFACTUIRE P 131i MIRO INDUSTRIES, 'PILLOW BLOCK' PIPE STAND. MODE- #3-R STAND WILL ACCOMODATE PIPE UP TO 3" IN DIAMETER: MODEL #4 -RAH, ROLLER TYPE, FOR SIZES TO 4'. MODEL #6 -RAH FOR PIPES UP TO 6' DIAMETER. FOR INFO: 1-800-168-6878. NATURAL 6A5 PIPING RECOMMENDED SUPPORT SPACING FOR SCHEDULE 40 PIPE PIPE SIZE (I N) DISTANCE BETPEEN SUPPORTS (FT) 1/2 3/4 - 1 1 -1 /4 TO 2-1/2 3 4 LAR6E3R 6 8 10 10 PIPE CLAMP, CONMEGT TO 5UPPORT WITH 1/2' x 10 STAINLESS STEL SGREI^S OVER5IZE CLAMP TO ALLOW PIPE TO EXPAND AND CONTRACT. 6A5 PIPE, PAINT WITH TWO COATS OF RUST IPR1IBI11N6 SAFETY YELLOW PAINT NYLON FRICTION ABSORBING ROLLER PROVIDE EXTRA LAYER OF ROOFING MATERIAL BELOW PIPE SUPPORT. 3 ROOF PIPE SUPPORT DETAIL SCALE: NONE PIPE HANGER DETAIL SCALE: NONE PIPE SUPPORT DETAIL SCALE: NONE REFER TO °PLUMBING FLOOR PLAN' ON DRAWING PIA FOR CONTINUATION. SHEET METAL FLASHING (MOP IN w/ ROOFING MATERIAL/ 'TURN ROOFING M E BRANS DOWN INTO STACK ROOF SLEEVE CONSTRUCTION AS RE JIRED 5 2' IN JOIST I' IN -JOIST SPACE SPACE BASED ON THE HASHIN6TON PLUMBING CODE WATER SUPPLY FIXTURE UNITS MARK DESCRIPTION FRIT QUANTITY TOUN TAL WGA WATER CLOSET 10.0 1 10.0 WC -B HANDICAPPED HATER CLOSET 10.0 2 20.0 UR -A URINAL 5.0 I 5.0 UR -5 HANDICAPPED URNAL 5.0 I 5.0 LAV -A LAVATORY 2.0 2 4.0 LAV -B HANDICAPPED LAVATORY 2.0 2 4.0 SINK LOUNGE SINK 1.4 I 1.4 55 SERVICE SINK 3.0 I 3.0 ENG WATER COOLER 0.25 2 05 TOTAL 52.q SANITARY WASTE AND VENT PIPING: I. FURNISH AND INSTALL COMPLETE SYSTEMS OF SOIL, WASTE, AND VENT PIPING FROM ALL PLUMBING FIXTURES, AND/OR OTEER EQUIPMENT. ALL SOIL, WASTE AND VENT LINES SHALL BE CONGEALED IN THE BUILDING CONSTRUCTION WHERE POSSIBLE. 2. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED BEFORE WASTE PIPING 15 INSTALLED IN ORDER THAT PROPER SLOPES HILL BE MAINTAINED. 3. SANITARY WASTE AND VENT PIPING AND FITTINGS: SERVICE WEIGHT CAST IRON, HUB AND SPIGOT TYPE WITH COMPRESSION JOINTS (ASTM A 14) OR NO -HUB PIPING WITH COUPLINGS (GISPI 301). 4. IF PERMI I TEL) BY LOCAL GODES, SCHEDULE 40 PVG (ASTM D 2665) WITH SCHEDULE 40 SOCKET --TYPE PIPE FITTINGS (ASTM D 3311) MAY BE USED. Do NOT INSTALL PVG PIPING IN RETURN AIR PLENUMS. 5. SLOPE SANITARY WASTE PIPING 2 1/2' AND SMALLER AT I/4' PER FOOT MIN. SLOPE, SANITARY WASTE PIPING 3' AND LARGER AT I/8' PER FOOT SLOPE MINIMUM. 6. WHERE WASTE PIPING 15 EXP05E7 IN REST ROOM AREAS, PROVIDE CHROME PLATED BRASS PIPING, WITH MATCHING STOPS AND ESCUTCHEONS. PROVIDE REMOVABLE TRAPS WITH INTEGRAL GLEAN -OUT PLUG FOR ALL LAVATORIES. 1. INSTALL GLEAN -OUTS IN A LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS. CLEANOUT PLUGS SHALL BE INSTALLED IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS AT EACH CHANE IN DIRECTION. 2' CW REQUIRED, D, MAXIMUH HSFU 0142' = 140 WSFU BASED ON THE WASHINGTON PLLRy5IN6 CODE HW SUPPLY STOP VALVE NOTE= FINISH FLOOR NOTES: A. ALL ROOF PENETRATIONS TO BE MADE SHALL BE 114 COMPLIANCE WITH ANY EXISTING ROOF WARRANTIES. B. ANY VENT THAT 15 WITHIN 10' OF ANY DOOR, WINDOW OR EXHAUST OPENING SHALL EXTEND NOT LESS THAN 3' ABOVE SUCH. p 1 L_1 MARK ' - ., _ -SAN- i / i i I FD -I WIOME N'S ; PIG -A 15 n 1 - I' 2 --, GW L CW - 4 DROP SANITARY LAY -B DOWN BELOW. 8 FLOOR Cei - C- URINAL - LAV -A Ir- 2 \_ WGO 11 2 I 2 LAV -A LAVATORY ELECTRIC, L ROOM (130) RISER TO 'BINS FLOOR PLAN' ON PRAWNS PLO FOR CONTINUATION. 4' SAN. TO SANITARY SEVER.-' REFER TO DRAWING PIA PLUMBING FLOOR FLAN FOR CONIINJAIION. MOTES: A. TRANSFORMER ABOVE LAY -IN 5. FLOOR DRAINS FOR AUTOMATIC FAUCET 114 GROUP TOILETS SHALL BE LOCATED CEILING OVER CORRIDOR. FIELD COORDINATE LOCATION WITH E.C. TO HAVE TRAP PRIMER VALVES. BREAK ROOM SINK DETAIL SCALE: NONE VENT THRU ROOF SCALE: NONE CODED NOTES: O DOMESTIC WATER 5L MEFER WITH REMOTE REGISTER, INSTALL PER LOCAL HATER DEPARTMENT REQUIRINTS. 2O INSTALL REDUCED PRESSURE BACKFLOW PREVENTER, PIPE RELIES PORT FILL SIZE TO FLOOR DRAIN PITH 2' AIR GAP. ® FD -2, LOCATE BELOW BACKFLOW PREVENTER ENLARGED PARTIAL PLUMBING PLAN SCALE: 1/4" = COPED NOTES: OI NB1 2' HATER SERVICE REFER TO PLO FOR CONIINJAIION. O2 SHUT OFF VALVE O RPR' REDUCED PRESSURE BAC/KR-OW PREVENTER, WATTS NO. LFgOQMIQT-5, 2', PIPE RELIEF PORT FILL SIZE TO FLOOR DRAIN WITH AIR GAP. SANITARY FIXTURE UNITS MARK DESCRIPTION FIXTURE QUANTITY F.U.TOTAL WC -A WATER CLOSET 4 I 4 HC -B 4 2 8 HANDIGAPPE D WATER CLOSET IR -A URINAL 2 I 2 UR -B HANDIGAPPED URINAL 2 I 2 LAV -A LAVATORY I 2 2 LAV -B HANDICAPPED LAVATORY I 2 2 SINK WU N6E SINK 2 I 2 55 SERVICE SINK 3 I 3 ENG HATER COOLER 05 2 I FD -I 4 2 FLOOR DRAIN 2 3 6 TOTAL 32 NraEL 4' SANITARY REQNJIRE D, MAXThVM DF9 ON 4' = 180 MU LAVATORY SINK ® PRESSURE REDUCING VALVE, WATTS 140. U5B. SET PRESSURE AT 60 PSI. REQUIRED IF STATIC PRESSURE 15 80 P51 OR HIGHER. • TRAP PRIMER VALVE, PRECISION PLUMBING PRODUCTS, MODEL OREGON #I, WITH I/2' DRAIN TO FLOOR DRAIN. TEMPLED HPI SUPPLY SOLENOID VALVE © 2' WATER SUBMETER WITH REMOTE REGISTER, INSTALL PER HATER DEPARTMENT REQUIREMENTS. 1 s --LY HW SUPPLY O PROVIDE DRAIN PAN UNDER HORIZONTAL PIPING AND VALVES, I-1/2' 141614 GALVANIZED STS WITH 3/4' DRAIN TO FLOOR DRAIN. • PRESSURE GAUGE INCOMING WATER 6 SERVICE PIPING DIAGRAM SCALE: NONE SLOAN MODE_ 'MIX -135-A' THERMOSTAIIG TEMPERING VALVE INDERPEATH LAV SINK BEHIND SHIED. CONTROL MODIA_E FROM REMOTE TRANSFORMER GW SUPPLY 1R11E3R0 LAV SHIELD FINISH FLOOR 7 RESTROOM LAV SINK TEMPERING VALVE DETAIL SCALE: NONE SEISMIC REQUIREMENTS: I. PROPERLY SUPPORT AND BRACE VERTICALLY AND HORIZONTALLY ALL PIPING, APPARATUS, EQUIPMENT, ETC. IN ACCORDANCE WITH APPLICABLE GODES TO PREVENT EXCESSIVE MOVEMENT DURING SEISMIC CONDITIONS. BACKFLOW PREVENTION: I. VERIFY BACKFLOW PREVENTER REQUIREMENTS OF LOCAL AUTHORITY AND PROVIDE BACKFLOW PREVENTION DEVICES AS REQUIRED. COORDINATE LOCATION WITH OTHER TRADES. WATER NETER: I. VERIFY DOMESTIC WATER METER REQUIREMENTS OF LOCAL AUTHORITY AND PROVIDE DOMESTIC WATER METER AS REQUIRED. COORDINATE LOCATION WITH OTHER TRADES. STORM DRAIN PIPING: I. PROVIDE COMPLETE STORM WATER DRAINAGE SYSTEM A5 INDICATED ON DRAWINGS. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED BEFORE STORM PIPING IS INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. 2. STORM DRAIN PIPING AND FITTINGS: SERVICE WEIGHT GAST IRON, HUB AND SPIGOT TYPE WITH COMPRESSION JOINTS (ASTM A 14) BELOW GRADE AND\OR N0 -HUB PIPING WITH COUPLINGS (GIST 301) ABOVE GRADE 3. IF PERMI I la) BY LOCAL CODES, SCHEME 40 DPW PVG (ASTM D 2665) WITH SCHEDULE 40 SOCKET -TYPE PIPE FITTINGS (ASTM D 3311) MAY BE USED BELOW FIRST FLOOR SLAB. 4. STORM DRAIN PIPING INSULATION, JACKETS, COVERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET A FLAME -SPREAD RATING OF 25 OR LESS AND A SMOKE -DEVELOPED RATIN OF 50 OR LE55, A5 TESTED BY ASTM E84 (NITA 255) METHOD. 5. INSTALL GLEAN -OUTS IN A LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS. 6. PROVIDE EACH DOWN SPOUT WITH A GLEAN OUT AT 24' ABOVE FINISHED GRADE. 1. PROVIDE PVG JACKET OVER INSULATION ON INTERNAL RAIN CONDUCTORS. ASTM 6921, ONE PIECE MOLDED TYPE FITTING COVES AND SHEET MATERIAL, OFF WHITE COLOR. INSTALL A5 RECOMMENDED BY COVERING MANUFACTURER CODED NOTES: O SHUT OFF VALVE - TYPICAL O2 CHECK VALVE - TYPICAL O3 EXPANSION TANK AWROL N0. 5T-5 WITH UNION COMMEGTION. ® DItLEGTRIG UNION - TYPICAL • 10 GALLON WATER HEATER © 2-1/2' DEEP POLYSTYRB€ DRAIN PAN WITH DRAIN OPENING, SIZED TO FIT BELOW HEATER. • T 4 P RELIES VALVE WATTS 140. I00XL-4-I25. ® PIPE RELIEF DRAIN RLL SIZE TO JANITOR SINK WITH 2' AIR GAP ® MOUNT ON PLATFORM. REFER TO DETAIL 014 STRUCTURAL DRAWIN6S. 10 26 6A. 6ALV. METAL STRAP. WRAP ONCE AROUND HATER IEATER AND SECURE TO HALL. II FEAT TRAP AS REWIRED BY LOCAL AUTHORITIES. 12 VAGUR4 RELIEF VALVE, WATTS MODEL 136 -MI, 3/4'. 13 REGIRCUATOR PUMP 8 WATER HEATER EWH-1 PIPING DIAGRAM SCALE: NONE REVIEWED FOR CODE COMPLIANCE APPROVED -;, APP 2 0 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0.7 2017 PERMIT CENTER SEISMIC . ATA DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT RESTRAINT SYSTEMS FOR WIND / SEISMIC FORCES SPECIFIC FOR THIS PROJECT LOCATION SHALL BE BY MASON INDUSTRIES, INC. OR EQUAL MANUFACTURER AND AS REQUIRED FOR ALL APPLICABLE CODES. SEISMIC DESIGN CATEGORY - D RISK CATEGORY - II SEISMIC IMPORTANCE FACTOR le - 1.0 SPECTRAL RESPONSE COEFFICIENTS: Sds - 0.972, Sd1 - 0.544 SITE CLASS - D BASIC SEISMIC FORCE RESISTING SYSTE .4, o RESPONSE MODIFICATION FACTOR R=4 Ss = 1.458 S1 = 0.544 Cs = 0.194 ULTIMATE DESIGN WIND SPEED (V ult)=110 NORMAL DESIGN WIND SPEED (V asd)=85 SHR1 YIF�°ICL NOTE; A. REFER TO SPECIFICATIONS FOR SEISMIC VIBRATION CONTROL INFORMATION. Design and oonstruotion doouments es Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the speolflo project named herein Is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 2/22/2011 BID/PERMIT • • • • • 0 0 • • 0 0 0 • • Drawn By: AML Project No.: 15722.00 0 0 z cc 0 a N V. «U c a: c- �. 0 I- °loom CErne O m 0 m Ti. co 2 0 0' LI C 0 0 `00200 a' 0 t - D00:6 v0o w • mo°oc -20; O CO 2 1- o.J I :, W O.T. w• as 0. -:Ella - C � c vo�ovcnaoo 0C�._:al: :::o +J03 G r YO o 0I-0�mo0o o • c `o n Woo�o ' 0003O 0 O. E .0O `000 0.5 0 o m c tl 0 o== • =n= - I om0_ O«COn:O v a _ o E�0�0 Y r 4;2 O D `oc6aoc 3 mQ °0ro00= Lok ImmJ 1- V Z co) O CO I- W ce L. O 0 1- Ow J O . WOE D 0 cr or Q W ZmI. 1F4 HERSCHMAN ARCHITECTS INCORPORATED 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ENLARGED PLAN, DIAGRAMS & DETAILS P2.0 Feb 22, 2017 - 15158156 DRAINS, CLEANOUTS & MISC. ITEMS MARK 11E31 MAKE MODEL LOGATION SIZE BODY TOP REMARKS FD -I FLOOR DRAIN JR SMITH 2005-6A SERIES SEE PLANS AS NOTED GAST IRON NICKS- BRONZE NICKEL BRONZE FLAT STRAINER AND 1/2' TRAP PRIMER TAP. F172 FLOOR DRAIN JR SMITH 2110 SERIES SEE PLANS AS NOTED GAST IRON GAST IRON WITH I/2' TRAP PRIMER TAP FGO GLEAN= JR SMITH 4020 SERIES FLOOR TYPE AS NOTED GAST IRON NICKEL BRONZE 4' MO GLEANOUT JR. SMITH 4402 SERIES WALL TYPE AS NOTED CAST IRON STAINLESS STEEL WITH STAINLESS STEIEL. ACCESS COVER A5 REQUIRED NFWH WALL HYDRANT JR SMITH 5509G1T SERIES EXTERIOR WALL_ 3/4' BRONZE STAINLESS STEEL NON -FREEZE WITH VACUUM BREAKER, 3/4' N.P.T. OUTLET, 3/4" INLET IN STAINLESS STEEL WALL BOX. HB HOSE BIBB GHIGAGO 952 WITH 3/4" HOSE THREAD BY ROOF HATGH 3/4' BRONZE CHROME PLATED CHROME PLATE FINISH. INTER6RAL VACUUM BREAKER. REMOVABLE 'T' HANDLE. DO -I DRAIN OUTLET JR SMITH 1110 SERIES SEE PLANS AS NOTED BRONZE POLISHED BRONZE PROVIDE TREADED PIPE CONNECTION WITH VANDAL PROOF SCREWS AND BIRD SCREEN WATER HEATER MARK ITEM MAKE MODEL TANK SIZE FUEL INPUT RECOVERY OPERATIN6 TEI*'ERATURE ELEGTRIG REMARKS 841-1 HATER HEATER A.O. SMITH DEL -10 10 6AL FI F.T. 2.0 KW 10 6PH 0 140 F 110 F 208/1/60 PROVIDE TSP RELIEF VALVE AND AMTROL EXPANSION TANK *ST --5. 115/1/60 NOTES: *NO SUBSTITUTIONS TO THE WATER HEATER SCHEDULE 15 PERMITTED.* ELECTRIC WATER COOLERS MARK ITEM MAKE MODEL TYPE NAME CAPACITY COMPRESS. CONDENSER HORSE POWER E EGTRIG REMARKS BIC WATER COOLER E_KAY EZST L8G WALL_ MOUNTED 131 -LEVEL 1.8 &PH 1.8 6PH 0 80 F AIR GOOLED I/5 115/1/60 WALL E NNS, S1 CABINET, STAINLESS STffi. TOP FRONT AND SIDE PUSH BARS. MOUNT AT FEI6HT PER ARCHITECTURAL DRAWINGS. NOTES: *NO SUBSTITUTIONS TO THE ELECTRIC HATER GOOLERS SCHEDULE 15 PERMITTED! PLUMBING PUMPS MARK SERVING MAKE MODEL LOCATION HEAD GPM RPM HP. ELECTRIC REMARKS RP -I 8414-1 TAGO 006 SEE PLANS 5 TPH 5 3250 1/40 120//60 ALL BRONZE RECIRCULATION PUMP WITH AGUASTAT. PROVIDE SPARE REPLACEABLE GARTRID6E. NOTES: *NO SUBST MOS TO THE PLUI131N6 AMPS SC. EDILE 15 PERMITTED!' I. AQUA -STAT TO BE HONEYWELL SERIES L8148A WITH 24V TI1RM105TAT AND TRANSFORMER CONTACTS RATED AT 14 A1MP5 AT 120V -I-60. PLUMBING FIXTURES MARK ITB1 MAKE NAME MODEL TRIM TRAP STOPS CONNECTIONS REMARKS WASTE VENT HW GW PIG -A WATER CLOSET AMERICAN STANDARD AFWALL 1.6 GPF 2251.101 SLOAN 111-5140-1.6 INTEGRAL INTEGRAL 4' 2' - I' WALL HUNG, #100 OLSONITE OPEN FRONT SEAT, NO DOVER WALL MOL TED WITH FLOOR MOLR4TED FIXTURE SUPPORT WG -5 HATER CLOSET AMERICAN STANDARD AFWALL Ib 6FF 2251.101 SLOAN III -SMO -Ib -TP INTEGRAL INTEGRAL 4' 2' - 1' WALL FUNS, *100 OLSONITE OPEN FRONT SEAT, NO COVER, WALL MOUNTED WITH FLOOR MONIED FIXTURE SUPPORT, NOTE *6, *1 4 *8. IR A URINAL AMERICAN STANDARD ALLBROOK 6550.001 SLOAN 186-1.0-5M0 INTEGRAL INTEGRAL 2' I-1/2' - 3/4' WITH WALL CARRIER LRR-B URINAL AMERICAN STANDARD ALLBROOK 6560.001 SLOAN 186-1.0-51M0 INTEGRAL. INTEGRAL 2' 1-1/2' - 3/4' WITH WALL GARRIER NOTE *6 LAV -A LAVATORY AMERICAN STANDARD MURRO 0454.004EG SLOAN 1$ETF600-B NOTE *5 NOTE *5 1-I/2' 1-1/2' 1/2" 1/2' WITH FLOOR MOUNTED CONGEALED ARM CARRIER, P u.TR NIC FAUCET WITH 3/8' SUPPLIES, NOTES *5, 9 4 10. LAV -I3 LAVATORY AMERICAN STANDARD MURRO 0454.004EG SLOAN 1ETF600-43 NOTE 415 NOTE *5 I-1/2' I-1/2' 1/2' 1/2' W1114 FLOOR MOUNTED CONGEALED ARM CARRIER, ELEGTRONIG FAUCET WITH 3/8' SUPPLIES, NOTES #5, 6, q 4 10. SINK KITCHEN SINK ELKAY LIJSTERTONE L.RAD-1919-65 -3 COLONY 4215500 NOTE #3 NOTE *4 1-1/2' I -I/2' I/2' 1/2' FAUCET - HDGP, STRAINER GIP. 3/8' SUPPLIES 55 SERVICE SINK FIAT MOLDED STONE MSB -2424 AME RIGAN STANDARD 8354.112 3' I/2' VALVES 3' 1-1/2' 3/4' 3/4' FAUCET WITH INTE6RALSTOPS, TOP BRACE SPOUT WITH BUCKET HOOK, HOSE END AND VAGWM BREAKER. ROUGH CHROME FINISH. NOTES: *NO SUBSTITUT10N5 TO THE PLUMBING FIXTURE SCHEDULE 15 PERMITTED.* I. INSTALL SERVICE, SHUTOFF 4 CHECK VALVES, COCKS, STOPS, AIR CUSHIONS, VACUUM BREAKERS, AND SAFETY DEVICES MERE REQUIRED BY CODE, SPECIFICATIONS, OR DRAWINGS. NO VALVES SHALL BE INSTALLED ABOVE SOLID GEILIN65. 2. ALL GATALO6 NOS. REFER TO AMERICAN STANDARD UNLESS NOTED AND ALL FIXTURES IN 1141TE UNLESS NOTED. 3. P -TRAPS TO BE 11 6A. CROME PLATED WITH CLEANOUT AND ESCUTCHEON PLATE, COVER WITH TRUEBR0 LAV GUARD 2E -Z SERIES COVERS. 4. STOPS TO BE CHROME PLATED 1/2' ANGLE VALVE WITH GROME PLATED 12' LON6, 1/2' OD. FLEXIBLE RISER AND ESCUTCHEON PLATE, COVER WITH MEMO LAV GUARD 2E -Z SERIES GONERS. 5. ALL DRAINS AND WATER SUPPLY PIPING TO LAVATORIES TO BE CONGEALED IN 71.03RO LAV SHIED. 6. MOUNT AT ADA HEIGHT. 1. PROVIDE SLOAN VBF 72 -AI (TYP. OF 2) FLUSH TRAP PRIMER WITH FLUSH VALVE. DRAIN PIPES FROM TRAP PRIMER VALVES TO BE PITGFED I/2% MIN. FROM VALVE TO FLOOR DRAIN. 8. ALL VITREOUS CHINA FIXTURES SHALL BE WHITE 9. PROVIDE SLOAN MODEL 'B' TRANSFORMER,120 VOLT/24 VOLT, HARD HIRED TYPE TO OPERATE FAUCETS. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRINS FROM TRANSFORMER TO FAUCET. 10. PROVIDE SLOAN MODE.. 'MIX -I35 -A' THERMOSTATIC TEMPERING VALVE UNDERNEATH LAV SINK BEHIND TRU ZO LAV SHIELD. P.D.I. SYh®OLS A B G D E F FIXTURE UNIT 1 -1 1 12-32 33-60 61 -1 13 114-154 155-330 RATIN& PLUMBIN6 AND DRAINAGE INSTITUTE ESTABLISHED THESE SIZE SYMBOLS TO CORRESPOND TO T1405E UNITS COVERED BY THE CERTIFICATION AND TESTIN6 PROGRAM DESCRIBED IN P.D.I. STANDARD MANUAL HH -201. 'X' Y WATER HAMMER ARRESTOR PPP. SG -SERIES, PD.I. REFERENCE AS INDIGATED - TYPICAL/ 2' IN JOIST SPACEx'al GTX / I' IN JOIST SPACE I' ROUTES) IN JOIST SPACE TO t419644 AT FRONT OF STORE, RESER TO DRAWING PLO. ■ I' IN JOIST SPACE 3/4' 1/2' DRAIN TO FLOOR DRAIN IN MEN'S TOILET ROOM. I/2' wo 3/4' 1/2' 2' IN JOIST SPACE 2' 1/2' ■ SHUT-OFF VALVE, INSTALL IN 1 ACCESSIBLE GEILINS SPADE, PROVIDE ACCESS PANEL AS REQUIRED TYP. WOMEN kts 113./ I-1/4' I' IN .JOIST SPACE 3/4' IN JOIST SPACE al 2' FROM INCOMIN& DOhESTIG WATER AND BACKFLOW PREVEITER REQ TO DRAMAS P2.0. 3/4' 1/2' 1 1/2' 'A'■A' Lavt I-1/2' 3/4' 1/2' DRAIN TO FLOOR DRAIN IN WOMEN'S 3/4' TOILET ROOM. WATER PIPING DIAGRAM SCALE: NONE :rt> 3/4' IN JOIST SPACE I' IN JOIST SPACE 3/4' IN JOIST SPACE HOSE BIBB AT ROOF HATGH, BELOW ROOF DECK r 4' VTR r\ I -I/2' 1\�2' �-1 2' ��7�-2' .lf'' I 1 11 �' i 3,d \rte''/ 2•�0 1,'" /t' , 4. � 4, I -I/2' �\ N �4 \\ MEN, 2 1 Y\: 4■ 2' 1\\ I/2' DRAIN DOWN \ FROM TRAP PRIMER I/'' I VALVE - TYPICAL sakki 2 f� 2■ itixIMM-I/2' 2"-i 'I 1.44 3' I\-1-1/2' .d2"-\41, -1/2' I '1c. I/2 1 1 WOMA EN LAV I rt ■ ■ ■ 2' BREAK ROOM SANITARY PIPING DIAGRAM SCALE: NONE ss ■ ■ GTX REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 0 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0.7 2017 PERMIT CENTER CONTRACTOR 11)ST VERIFY ALL CLEARANCES AND DIMENSIONS IN FIELD SEISMIC DATA DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT RESTRAINT SYSTEMS FOR WIND / SEISMIC FORCES SPECIFIC FOR THIS PROJECT LOCATION SHALL BE BY MASON INDUSTRIES, INC. OR EQUAL MANUFACTURER -AND AS;% REQUIRED FOR ALL APPUCABLE CODES. .•' ' SEISMIC DESIGN CATEGORY - D RISK CATEGORY - II SEISMIC IMPORTANCE FACTOR le - 1. SPECTRAL RESPONSE COEFFICIENTS: Sds - 0.972, Sd1 - 0.544 SITE CLASS - D BASIC SEISMIC FORCE RESISTING SYSTEM - CONCRETE SHEAR WALL RESPONSE MODIFICATION FACTOR R=4 Ss = 1.458 S1 = 0.544 Cs = 0.194 ULTIMATE DESIGN WIND SPEED (V ult)=110 NORMAL DESIGN WIND SPEED (V asd)=85 A. REFER TO SPECIFICATIONS FOR SEISMIC VIBRATION CONTROL INFORMATION. r-+ Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 2/22/2011 BID/PERMIT 0 • • • • O O • • • O O • Drawn By: AML Project No.: 15722.00 0 0 cc 0 0. 0 cm�3ocC 0 o LLJ mo C C U va■ o0 c 0 2 « o O. o _ 0 1- o m oo r O`000l-9 ac -Lo ~ coo ; c u) DC7 I-- 0 0 0. C o c000Q n o0 mo c v c c 0 u�000c w'w� 3 1- °c O 0°2.502 v :to W o C D w V•% 0_ - cv mn :■ :0;215E: C 10 =C0.(LeQ :lc: ..0.9no oonv\4. v cvmJaO o • 0 0- o• moom�'c0 , >. o W d C o vo0- • o 0712 c • = 0 o 00 0 0- •a. - v 0 0 - E CO « 30Lc`o 40. CO < ▪ 0000 GU) J Cr 1- v CC Z SOT H vw LL O 0 I-Oc/O O . W 0- ®V C cce O Z W 0_ 11,4 HERSCHMAN ARCHITECTS INCORPORATED 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com SCHEDULES & DIAGRAMS P2.1 1st i 0 a 3 i'— 0 0 at 9 3 Q E 2 2 Feb 22, 2011 - I5.5ah21 'X' -ROOF DRAIN 'X' -OVERFLOW ROOF DRAIN 1 11 ON ROOF \-41 VTR 4.1 ON ROOF 80 MBH 3' 1 'X' -OVERFLOW ROOF DRAIN 'X' -ROOF DRAIN t$ ■ 2' ON ROOF 240 MBH 2'-\ 1► 3' 2-1/2" 1► I ON ROOF 240 MBH ON ROOF 240 MBH 4 3'-\1 3' 6A5 PIPING DOWN THROUGH ROOF TO MIT HEATER (200 MBH). REFER TO DWG PIA FOR CONTINUATION. 5' FLUE THROUGH ROOF I-1/2' 4' cot 4' COORDINATE ALL PIPE ROUTIN6------'- WITH EXISTING SKYLI6HT5. NO PIPING SHALL BE ROUTED BELOW OR THROUGH EXISTING SKYLI6HT5. CONFIRM EXACT LOCATION 114 FIELD PRIOR TO STARTING ANY WORK - TYPICAL. 'X' -ROOF DRAIN 'X'-avFRFLOW ROOF DRAIN ON ROOF 120 MBH 1► 1 'X' -ROOF DRAIN 'X'-0VI RF LOW ROOF )DRAIN ON ROOF 240 MBH 17&7, °I►SII 4 2' 3'_/14 I-1/4" ON ROOF 120 MBH e`_-3' 1.II 4-2-I/2' 0 AN ---2-1/2■ ra .41j ral ON ROOF 240 MBH 1►s1 ON ROOF 80 MBH ON ROOF 80 MBH 3" VTR )) ON ROOF 4'-\ \\\\\I \ \ \ \ \ \\\ \ 014 ROOF 240 MBH 'X -ROOF DRAIN 'Xi-OVERFLOPI—\ ROOF DRAIN O 1 PLUMBING ROOF PLAN SCALE: 5/32" = 11-0" \\\ \\\\ Imo\\\ \\\\\\\\\ 4' LOW PRESSURE(1'146) 6A5 LINE IA' WALL, OFFSET AROUND GUTTERS OR PARAPET. REFER TO PLO FOR INC0MIN6 SERVICE. ON ROOF TYPICAL CONNECT TO UNIT 6A5 CONTROLS WITH 6R0MD JOINT UNION. PROVIDE 6ROMMET FOR WATER --TIGHT SEAL 517E A5 NOTED ON MAIN FLR PLAN PIPE ADAPTOR PLUGGED I/8' NPT TEST GAUGE CONNECTION 10 PIPE DIMMERS FROM REGULATOR 6A5 COCK WITH PLUGGED I/8' NPT TEST GAUGE CONNECTION 6A5 PIPING 7' WG RUN ON ROOF PRIME 4 PAINT RUST - RESIST. PAINT (SAFETY YELLOW) ETMIN. (YR) (TYR )PIPEOR CONDUIT, ETC. R„, 2 6A5 PIPE AD.IISTM ENT AT ROOF OBSTRUCTIONS (TYPICAL) PIPE STAND GAS PIPE ON ROOF DETAIL SCALE: NONE GAS PIPING: A. WORK TO INCLUDE PIPING FROM 5TUB4 P AT BUILDING WALL, GAS METER 4 SETTING AND 6A5 PIPING TO ALL 6A5 FIRED EQUIPMENT SERVING BUILDING, AND THE CONNECTION TO THE EQUIPMENT. FURNISH AND INSTALL 6A5 PRESSURE REGULATORS AS INDICATED ON PLANS. 5. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL COVE REQUIREMENTS, AND THE PROVISIONS OF NFPA-54 AND NFPA-58. G. PIPE SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED MALLEABLE FITTINGS. D. VALVES SHALL BE GAS COCKS MANUFACTURED BY NIBCO, APOLLO, JOMAR OR LEGEND. E. ALL PIPING EXPOSED TO THE OUTDOORS OR RUN 114 MCONDITIONED SPACES SHALL BE PRIMED AND PAINTED WITH TWO GOATS OF RUST INHIBITIVE ENAMEL. DOLOR TO BE SAFETY YELLOW. F. PROVIDE DIRT TRAPS, SHUT-OFF VALVES AND UNIONS AT EACH CONNECTION TO 6A5 FIRED EQUIPMENT. PROVIDE REGULATOR A5 REQUIRED AT EACH PIECE OF EQUIPMENT. 6A5 EQUIPMENT MARK DESCRIPTION 6A5 DEMAND (MBH) RTU -I ROOF TOP UNIT 240 RTU -2 ROOF TOP UNIT 240 RTU -3 ROOF TOP UNIT 240 RTU -4 ROOF TOP UNIT 240 RTU -5 ROOF TOP UNIT 240 RTU -6 ROOF TOP UNIT 240 RTU -1 ROOF TOP UNIT 120 R1U-8 ROOF TOP UNIT 120 RTU -q ROOF TOP UNIT 80 RTU -10 ROOF TOP UNIT 80 RTU -II ROOF TOP MIT 120 RTU -I2 ROOF TOP MIT 80 UH -I UNIT HEATER 200 TOTAL (h®H) 2,240 STEEL SLEEVE WELD TO STRUCTURE AND FILL WITH WATER PROOF MASTIC 3 LAP SEALANT PRE -MOLDED PIPE FLASHING BOOT. HEAT HEEDED LAP BY ROOF. CONTR. a 5/5 CLAMPING RING 6A5 PIPING (T' WG) TO UNIT HEATER - RM BELOW ROOF ABOVE BOTTOM CHORD OF BAR JOIST ATTACH 82400 STRUT TO BAR JOIST, 5E -CURE PIPE WITH PIPE CLAMP GAS PIPE THROUGH ROOF DETAIL SCALE: NONE 1. CODED NO7E5:Q ROOFTOP UNIT FURNISHED AND INSTALLED DY M.G. 2. 6A5 PIPE DOWN THROUGH ROOF SEE DETAIL 413 ON THIS DRAWING. 3. PROVIDE FILL SIZE 6A5 COCK, UN1014 AND DIRT LEG AT 6A5 CONNECTION TO ALL GA5 USING EQUIPMENT 014 ROOF, TYPICAL. 4. 6A5 PIPE SUPPORT ON ROOF. SEE DETAIL *3 ON DRAWING. P20. DEVELOPED LEN&TH = 550 FT. +/- NOTE: MAIN ROOF DRAINAGE BY EXISTING 6U1TERS AND DOWNSPOUTS. REFER TO ARCHITECTURAL PLANS. fh 11"e SEISMIC DATA REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 0 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0.7 2011 PERMIT CENTER CONTRACTOR tliST VERIFY 0 ALL CLEARANCES AND DIMENSIONS IN FIELD ue CCEL->c w ui Design and construction documents as Instruments of service are given In confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohlbited without expressed written consent of Hersohman Architects, Incorporated. Date Issue 2/22/2017 BID/PERMIT 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT RESTRAINT SYSTEMS FOR WIND / SEISMIC FORCES SPECIFIC FOR THIS PROJECT LOCATION SHALL BE BY MASON INDUSTRIES, INC. OR EQUAL MANUFACTURER' AND. AS REQUIRED FOR ALL APPUCABLE CODES. SEISMIC DESIGN CATEGORY - D RISK CATEGORY - II SEISMIC IMPORTANCE FACTOR le - SPECTRAL RESPONSE COEFFICIENT Sds - 0.972, Sd1 - 0.544 SITE CLASS - D BASIC SEISMIC FORCE RESISTING SYSTEM RESPONSE MODIFICATION FACTOR R=4 Ss = 1.458 S1 = 0.544 Cs = 0.194 - CONCIIETE SHEAR WALL ULTIMATE DESIGN WIND SPEED (V ult)=110 NORMAL DESIGN WIND SPEED (V asd)=85 u. NOTE: A. REFER TO SPECIFICATIONS FOR SEISMIC VIBRATION CONTROL INFORMATION. AML Project No.: 15722.00 0 0 c� c7 z cc 0 a N ci c 0 .x c o 02 0 0 W.o o0 c=c„o '0 0.. cm3 cc 0 0 c CL o 0 Y I- 0 O omm O`000F� _ �U c TIc —= m l—c0coC 1momn 00''-0 "o2U CO 0oo « c 0 0 O 0 0c - loco W o�`p c 1--0�0° a �,� m m .. c o a -5::0C:::::::: 0 •c — cv ma m Cm 9 J 0 m_ 0 C c It �c ovo m 0 C a �o� o o.° my �00L. oo\ J G 90� c « m J 0 c 3 « Y O o ° 0 0 a r a $ 3 E. - i0amo0 o �0000 0 0 '. ' 0 COn� m v o o ° 0 7moomC c J m «mm — E—m0 -10 O Ooc��am=�= - xi 0 mOc 0o=2 co Docsmc 3 0 . c 0 — noon. a Q0maV) J cr 1- V z co I -- Oce) VW z— ti LL Q \O \Oco o . wo< C cie Q � J cr\ W J co I/1 I11 HERSCHMAN ARCHITECTS INCORPORATED 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com PLUMBING ROOF PLAN P3.0 HIGHER SPRINKLER DENSITIES ARE REQUIRED IN HATCHED AREAS. REFER TO SPECIFICATIONS FOR ALL DENSITY REQUIREMENTS AND COORDINATE WITH ARCHITECTURAL FIXTURE PLAN AIIA FOR FIXTURE LOCATIONS. EXISTING REAR ENTRYWAY TO BE REWORKED. RBiORWED EXISTING DRY SPRINKLER HEADS AS REQUIRED. VERIFY EXACT LOCATION IN THE FIELD PRIOR TO STARTING WORK - TYPICAL n SPRINKLER AREA RECEIVING EXISTIM SPRINKLER RISER, REWORK EXISTING RISER AS REQUIRED FOR NEW DICKS SPORTING GOODS LAYOUT B WOMEN'S® (1 MEN'S ELECTRICAL ROOM 130 CORR DO (uta) ARCHERY O FOOTWEAR HUNTING .1' (/ HIGHER SPRINKLER DENSITIES ARE REQUIRED IN HATCHED AREAS. REFER TO SPEGIFIGAT1ONS FOR ALL DENSITY REQUIR9 E NT5 AND COORDINATE WITH ARCHITECTURAL FIXTURE PLAN AIIA FOR FIXTURE LOCATIONS. O DEP . It4A A ( 10 \/ oO STORE MANAGER BREAI (n0) BIKES O O COORDINATE ALL PIPE ROUTING AND SPRI- NKLER HEADS WITH EXISTING SKYLIGHTS. NO PIPING SHALL BE ROUTED BELOW OR THROUGH EXISTING SKYLIGHTS. CONFIRM EXACT LOCATION IN FIND PRIOR TO STARTING ANY WORK - TYPICAL. X� ROOM X O XX 0 HUNTING APPL O A CASH/COUNT O ® O TACKLE 0 LD1 \\\\\ \\\. \\\\\ \ 0 0 YOUNG ATHLETE O O YOUTH GOLF APPL FITTING RM FITTING RM EXERCISE FITTING RM FITTING RM lolc 0 0 TEN)tNT (NIC) • CAMPING WOMEN OUTDOOR 0 0 MEN OUTDOOR 0 0 OUTDOOR REC 0 GOLF PRO OUTDOOR REC .01 • EXISTING INCOMING DRY FIRE LINE AND DRY SPRINKLER RISER. REfriORK EXISTING DRY A.0 CANOPY LAYOUT ;RINKLER RISER AS REQUIRED FOR NEW TEAM SPORTS 0 GOLF SHOES OUTERWEAR DICK'S SPORTING 600D5 EXISTING INC/CHING FIRE LINE, DOUBLE CHECK BACKFLAW RISER. REWORK EXISTING RI AS REQUIRED FOR NEW DICK'S SPORTIN5 GOODS LAYOUT HIGHER SPIRIWLER DENSITIES ARE REQUIRED IN HATCHED AREAS. TO SPEGIFIGATIONS FOR ALL DENSITY REMENTS AND COORDINATE WITH ITECTURAL FIXTURE PLAN A11.0 FOR Fl LOCATIONS. PROVIDE SPRINKLER HEADS ABOVE MD BELOW, IN VESTIBILE. EXISTING FIRE DEPARTMENT CONNECTION 15 LOCATED ON SITE. VERIP( THE EXACT LOCATION IN TIE FIELD PRIOR TO STARTING WORK. KNOX BOX LOCATION OF REQUIRED BY LOCAL FIRE MARSHALL). EL. TO PROVIDE CONNECTION FROM TAMF1ER SNITCH TO ALARM PAWL. 1 FIRE PREVENTION FLOOR PLAN ROUTE PIPE DROPS TWIT TO \ WALL AS MEANS OF OR MAKING PIPING CONSPICUOUS. - TYPIC \\ \\\\\\\\\\ FIRE PROTECTION NOTES: A. BUILDING SPRINKLER SYSTEM 15 EXISTING. FIRE PROTECTION CONTRACTOR SHALL PROVIDE NEW HEADS, PIPING, ETC., AS REQUIRED TO PROVIDE A CODE COMPLIANT SPRINKLER SYSTEM. CONTRACTOR SHALL VISIT SITE AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF ANY WORK. NEW FIRE PROTECTION SYSTEM SHALL BE A PET SPRINKLER SYSTEM AND SHALL BE DESIGNED PER THE LATEST EDITION OF WA 13, FM AND ALL LOCAL AND STATE FIRE CODES. REFER TO SPECIFICATIONS FOR HAZARD CLASSIFICATION AND ALL DESIGN DENSMES. A MINI104 5" CLEARANCE SHALL BE PROVIDED FROM 1I -E BOTTOM OF TI -IE SPRINKLER PIPING TO THE SUSPENDED CEILING. PROVIDE AN INSPECTOR'S TEST CONNECTION WITH DRAINS LOCATED TO THE EXTERIOR OF THE BUILDING OR INTO SANITARY DRAINS OF ADEQUATE SIZE TO PERMIT FULL 9_01,41 DRAIN TESTS. NEW SPRINKLER PIPIN5 TO BE INSTAI Fr) WITHN BAR JOISTS NTH MAINS INSTAU_ED TIGHT TO BOTTOM OF JOISTS. PITCH ALL PIPINS FOR PRO'PER DRAINAGE. FIRE EXTINGUISHERS SHALL BE AS SPECIFIED AND TO BE SET WITH WALL BRACKET. ?UMBER AND LOCATIONS OF EXTINSUISHERS TO BE AS DIRECTED BY LOCAL FIRE MARSHAL REFER TO ARCHI.TECTURAL PLANS FOR ADDMONAL INFORMATION. ALL SPRINKLER PIPING AND HEADS SHALL BE INSTALLED TO PERMIT THE INSTAU.ATION OF ALL MECHANICAL AND ELECTRICAL SYSTEMS. SPRINKLER CONTRAGTOR SHALL RELOCATE PIPING AND fEADS IF REQUIRED TO ACCOMMODATE MECHANICAL AND FL FGFIRICAL SYSTEMS. NO PET SPRINKLER PIP11.6 SHALL BE INSTALLED AT LOCATIONS SUIIECT TO FREEZING. PROVIDE ANTIFREEZE SYSTEM DRY PIPE SYSTEM FOR AREAS SUB -ECT TO FREEZING. THIS DRAWING 15 INTENDED TO FROVIDE GENERAL LOCATIONS AND TYPES OF SPRINKLER 1-1EADS, NOT ALL SPRINKLER HEADS ARE INDICATED ON THE DRAWING. SPRINKLER CONTRACTOR SHALL PROVIDE ADDITIONAL SPRINKLER HEADS AS REQUIRED BY NFPA 13 AND LOCAL JURISDICTIONAL REQUIREMENTS. SPRINKLER HEADS SHALL BE INSTALLED ABOVE AND BELOW ALL DUCTKORK GREATER THAN 48' WIDE. ALL PIPE PENETRATIONS OF FIRE RATED WAU-5 SHALL BE FIRE STOPPED TO MAINTAIN FIRE RATING OF WALL. ALL FIRE PROTECTION DRAWINGS, HYDRAULIC CALCULATIONS AND SUPPORTING DOCUMENTATION SHALL BE COMPLETED BY THE FIRE PROTECTION CONTRACTOR AND SUBMITTED TO LOCAL AUTHORITIES HAVING IRISDICTION AND TO DICK'S INSURAt4CE UNDERYRITER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF ANY PIPING OR SYSTEM COMPONENTS. REFER TO SPECIFICATIONS FOR DICK'S INSURANCE UNDERPRITER COORDINATE INSTALLATION OF SPRIM<LER PIPIN6 HMI DUCTWORK, LIGHT'S, AND PARTITION LAYOUT. LIGHTS ARE NOT TO BE MOVED, SPRINKLER PIM% SHALL BE ROUTED AROlND LIGHTS AS REQUIRED. 1. PIPES LAROER 11-1AN 4 IN. RUINING PARALLEL TO BAR JOIST SHALL BE HMG FROM TRAF'EZE HANGERS SUPPORTED NEARLY EQUALLY BY TWO JOISTS. 2. ONLY ONE PIPE SHALL BE 5PPORTED FROM A SINGLE TRAPEZE HANGER UNLESS OTHERWISE APPROVED IN MITI% BY THE STRUCTURAL ENGINEER OF RECORD. 3. HANSERS WITH MORE THAN 150 RANDS OF LOAD SHOULD BE ATTACI-ED TO THE JOIST AT A PANEL POINT. 4. COORDINATE ALL HANGER 'TYPES AND LOCATIONS WITH THE STRUCTURAL 'ENGINEER OF FIRE PROTECTION LEGEND -FIRE PROTECTION PIPING -RECESSED PENDANT SPRINKLER HEAD FOR AREAS WITH FINISHED TIED CEILINGS 4( -DRY SIDE WALL, HIGH TEMPERATURE SPRINKLER HEAD. DISPLAY ROOMS,. O -CONCEALB) PLATE SPRINKLER HEAD ON AREAS WITH 6YPBOARD CEILINGS) -UPRIGHT SPRINKLER HEAD WM PROTECTIVE CAGE ON GOLF FITTING GINTER) -DRY/ANTI-FREEZE CONCEALED PI -ATE SPRINKLER HEAD HEAD TYPE REcEsseo PENDANT CONCEALED AREA AREAS WITH FINISHED TILED CEILINGS EXPOSED AREAS SHEETROCK AND corrmo VAULTED CEILINGS THIS DRAWING IS FOR REFERENCE ONLY. FIRE PROTECTION CONTRACTOR FOR THIS PROJECT SHALL PROVIDE FULLY DETAILED SPRINKLER PLANS AND CALCULATIONS. EXISTING CANOPY TO BE RBiORKED. REWORKED EXIST1N6 DRY SPRINKLER HEADS AS REGUIRIED. VERIFY EX4CT LOCATION IN THE FIELD PRIOR TO STARTING WORK - TYPICAL ALL PIPE FEWTRATIONS OF SALES FLOOR MAUS SHALL BE ABOVE PAINT BREAK LINE. NOTE: EXISTING INCOMING FIRE LINE, DOUBLE CHECK BACKFLON PREVENTER AND SPRINKLER RISER LOCATED IN THE SPRINKLER ROOM BETWEEN STAR3UCKIS AND E3URLINGTON. REWORK EXISTING RISER A5 REQUIRED FOR NEN DICKS SPORTING 60005 LAYOUT P411 - SEISMIC DATA REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 0 2017 CitY of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 01 2017 PERMIT CENTER DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT RESTRAINT SYSTEMS FOR WIND / SEISMIC FORCES SPECIFIC FOR THIS PROJECT LOCATION SHALL BE BY MASON INDUSTRIES, INC. OR EQUAL MANUFACTURER AND REQUIRED FOR ALL APPUCABLE CODES. SEISMIC DESIGN CATEGORY — D RISK CATEGORY — II SEISMIC IMPORTANCE FACTOR le — 1<,,e1\ SPECTRAL RESPONSE COEFFICIENTS: Sds — 0.972, Sdl — 0.544 SITE CLASS — D BASIC SEISMIC FORCE RESISTING SYSTEM — • RESPONSE MODIFICATION FACTOR R=4 Ss = 1.458 Cs = 0.194 ULTIMATE DESIGN WIND SPEED (V ult)=110 NORMAL DESIGN WIND SPEED (V asd)=85 -010' CONCRETE SHEAR WALL NOTE; A. REFER TO SPECIFICATIONS FOR SEISMIC VIBRATION CONTROL INFORMATION. csi tr Design and construction documents as Instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these constructIon documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 2./22/2011 5112/PERMIT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Drawn By: AML Project No.: 15/22.00 co 0 0 cc 0 o • ozoo :vow: . 6,Qoa . .t- . .. -52 :c 0 w 2 E : it ii 2.6: cc g22ga l'oCI) :::::= "1::: 1:5.0-- 110.. E re 20 —007-0 a c0 - - I— :71:: i 12:: :5243:So °ES: cc 0 CC Z cc o o co —12 WO 00 -6210 Zeal- 1FA HERSCHMAN ARCHITECTS INCORPORATED 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com FIRE PREVENTION FLOOR PLAN FP1.0