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Permit PG16-0082 - KING COUNTY LIBRARY - PLUMBING
KING COUNTY LIBRARY 14380 TUKWILA INT'L BLVD PG1 6=0082 t City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT Parcel No: 1523049092 Permit Number: PG16-0082 Address: 14380 TUKWILA INTERNATIONAL Issue Date: 9/1/2016 BLVD Permit Expires On: 2/28/2017 Project Name: KING COUNTY LIBRARY Owner: Name: KING COUNTY RURAL LIBRARY D Address: 960 NEWPORT WAY NW, ISSAQUAH, WA, 98027 Contact Person: Name: RYAN BUSSARD Address: 1301 FIFTH AVE - SUITE 2300, International Residential Code Edition: SEATTLE, WA, 98101 Contractor: 2014 Name: P S F MECHANICAL INC Address: 11621 E MARGINAL WAY S SUITE A, TUKWILA, WA, 98168-1965 License No: PSFMEI*090NZ Lender: Name: Address: "I , DESCRIPTION OF WORK: Phone: (206) 381-6000 Phone: (206) 764-9663 Expiration Date: 10/5/2017 FULL PLUMBING INSTALLATION FOR NEW 10,000 SQ FT BUILDING. NO GAS SERVICE INCLUDED. RAINWATER FROM ROOF TO BE COLLECTED ONSITE FOR IRRIGATION, BFP LOCATED OUTSIDE OF BUILDING. INCLUDES INSTALLATION OF ONE 1" RPPA BACKFLOW IN MECH ROOM OR IN -PREMISE ISOLATION. Valuation of Work: $100,000.00 Fees Collected: $0.00 Water District: 125 Sewer District: VALLEY VIXW Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 11 Permit Center Authorized Signature: i 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 ermit and agr to the conditions attached to this permit. Signature: n Date: Print Name: QO ) L� 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: The RPPA for Hydronic makeup inside the Level 2 Mechanical Room shall be installed per manufacturer's specifications and tested by a certified tester. Copy of passing backflow test report shall be forwarded to Water District #125, phone (206)242-9547. There after the RPPA shall be tested annually by a certified tester and passing test report submitted to WD #125. 2: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 3: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 4: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 5: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 6: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 7: 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. 8: 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. 9: 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. 10: 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. 11: 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. 12: 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. 13: 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. 14: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 15: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Jn n Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tulovila, WA 98188 http://www.Tuk-wi]aWA.izov SITE LOCATION Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: For o Ice 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** King Co Assessor's Tax No.: Site Address: 14380 Tukwila Intl. Blvd. Tukwila, WA 98168 Suite Number: Floor: Tenant Name: New Tenant: ❑ .....Yes []..No PROPERTY OWNER Name: City of Tukwila Address: 6200 Southcenter Blvd. City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Ryan Bussard Address: 1221 Second Avenue Suite 200 City: Seattle State: WA Zip: 98101 Phone: (206) 381-6000 Fax: Email: PLUMBING CONTRACTOR INFORMATION Company Name: PSF Mechanical Inc. Address: 11621 E Marginal Way S Suite A City: Tukwila State: WA Zip: 98168 Phone: (206) 764-9663 Fax: Contr Reg No.: PSFMEI*090NZ Exp Date: 12/03/2016 Tukwila Business License No.: f Valuation of Project (contractor's bid price): $ 100,000 V SVM Pzywl , 'F, K -OW) Scope of Work (please provide detailed information): (( Full plumbing installation for a new 10,000 SF building. No gas service included. Rainwater from roof to be collected onsite for irrigation, bfp located outside of building. Includes installation of one V rppa backflow in mech room for in -premise isolation. Building Use (per Int'l Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: 1.25 VB A3 Sewer: Valley View Sewer Service H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8.9.1 I.docx Revised: August 2011 Pagel of 2 bh 1 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 3 Shower, single head trap 1 Sinks 4 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections 1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory 3 Urinal 1 Water heater and/or vent 4 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet 4 Industrial waste treatment interceptor, including trap and vent, except for kitchen type ease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch 51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific as Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review —Applications for which no permit is issued within 180 days following the date of application shall expire by limitation The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAV READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O UTH ED AGENT: Signature: Date: 06/21/2016 Print Name: Jesu arca Day Telephone: (425) 330-5021 Mailing Address: 17445 0th Street, Suite 180 Redmond WA 98052 City State Zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTlumbing Permit Application Revised 8-9-11. docx Revised: August 2011 Page 2 of 2 bh INSPECTION RECORDJP6����Retain a copy with per INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1K �'G (7-5 am -,-/J- f,eiv Type of Inspection: PLv44t,611y6- It; Address: Date Called: Special Instructions: Date Wanted: a.m. 'f-17-1 7 p.m. Requester: Phone No: Inspector: Date: i z1 -17-1Z REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. (6)INSPECTION RECORD Retain a copy with perm t Ir (Z82 INSP ION 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 Approved per applicable codes. 0 Corrections required prior to approval. L_ _I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit`06- 0092 - 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 Pro' ct: �. Typ f Inspection: N Address: Date Called: Special Instructions: Date Wanted: a.m. �7 m. Requester: Phone No: Approved per applicable codes. W Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 L4 INSPECTION RECORD 4 Retain a copy with permit P06-60b2- PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type � �t of Inspection:t� �! K W -b i -T (Rct Address: a Date Called: Special Instructions: Date Wanted: a.m. d , -7 � I M. Requester: Phone Noc Approved per applicable codes.Corrections required prior to approval. • MA 3-3/-( REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5 INSPECTION RECORD Retain a copy with permits ®D 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 Pro' ct: �1 l A) - 1 T e of Inspection: - Address: `380 IM4,4Z4 A) -r`41 Date Called: Special Instructions: Date Wanted* %/ iS �4 p• Requeste . Phone No: E] Approved per applicable codes. 11 Corrections required prior to approval. Inspector: Date�� / 1 I REINSPECTION FEE REQUIRED. Prior to next inspection, tee must be L_J paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit l�sU�� 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 Pr ' ct: 11J� ' N 1 t' T of Inspection- - / PLr M 1 jAjC- Addr�esss,:: WO -- Ili T) &Wb Date Called: Special Instructions: 1 Date Wanted / a.m L �l/ p.m. Requester: Phone No: nApproved per applicable codes. 1 Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. +`r Flow Characteristics cs a 20 y 0 15 W y 10 W CL 5 1.26 O Rplzd flaw (.�uat>li.hcd by :ipp-o.al e�,circic;) MODEL 975XL 3J4", 1 ", 1 1/4",1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (I/S) 2.52 3.8 Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305rrim) and a maximum of 30" (762mm) above adequate drains With sufficient side clearance for testing and maintenance. The installation shall be made so that no part of CODE COMPLIANCE APPROVED AUG 2 9 2016 C'Zo' BUIL DIN f'�hl_k BATTERY MONITOR SWIT AIR GAP FITTING FLOOR FLOOR DRAIN --/ MAX. DIRECTION OF FLOW -D INDOOR INSTALLATION (Shown w/optional BMS) �li�l�lCf►G���"i;�}, ��Z��' � ��.�� �� �riiY(.i�T.TtI• PROTECTIVE ENCLOSURE 1Y MIN 30' MA? WATER METER, iI II AIA GAP DRAIN DIRECTION OF FLOW 5D h I V E D LITY OF TUKWILA INLET SHUT-OFF rj p, OUTDOOR INSTALLATION Ziq 2 2 2036 PERMIT CENTER Specifications The Reduced Pressure Principle Backflow Preventer shall be shall be ASSEO Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryITm and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Back- flow Preventer shall be a ZURN WILKINS Model 975XL. Zurn industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada 1 Zum Industries Limited 3544 Nashua [)rive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 rvwvvsur'n.cam Fif b 00620 Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 .ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 167 PROTECTIVE ENCLOSURE 1Y MIN 30' MA? WATER METER, iI II AIA GAP DRAIN DIRECTION OF FLOW 5D h I V E D LITY OF TUKWILA INLET SHUT-OFF rj p, OUTDOOR INSTALLATION Ziq 2 2 2036 PERMIT CENTER Specifications The Reduced Pressure Principle Backflow Preventer shall be shall be ASSEO Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryITm and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Back- flow Preventer shall be a ZURN WILKINS Model 975XL. Zurn industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada 1 Zum Industries Limited 3544 Nashua [)rive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 rvwvvsur'n.cam Fif b 00620 lei RPBP-1 ZURN, Model 975XL ELD W(--• LKIS Reduced Pressure Principle Assembly Application Designed for installation on water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance • ASSEO Listed 1013 • IAPMOO Listed • UL® Classified (less shut-off valves or with OS&Y valves • C-ULO Classified • CSAO Certified B64.4 • AWWA compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425-89-M VOL 3 Materials Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA Approved) Buna Nitrile (FDA Approved) Polymers Noryll', NSF Listed Springs Stainless Steel, 300 series Features Sizes: 3/4" 1" 1-1/4", 1-1/2" 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI B1.20.1 Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 1 1/4" - 2" - 1.19 sq. in. Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) ❑ - with full port QT ball valves (standard) ❑ L - less ball valves, male pipe thread ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only ❑FT - with integral male 45° flare SAE test fitting TCU - with test cocks up ❑ V - with union swivel elbows (3/4" & 1") ❑ SE - with street elbows (3/4 Accessories ❑ Air gap (Model AG) , (� � ? it V i , 0 ❑ Repair kits ❑ Thermal expansion tank (Mdl. XT) �� ❑ Soft seated check valve (Model 40XL) ❑ Shock arrester (Model 1250XL) ❑ QT -SET Quick Test Fitting Set t ❑ Ball valve handle locks'r"ui� 'Wila I MODEL DIMENSIONS (approxi ate 975XL B SIZE A C D E F G WITH BALL VALVES in. mm in. mm in. mm in. mm in, I mm in. I mm in. mm in. mm lbs. kg 1 25 ' 13 6330,1 7 3/4 ^ -197., X2-1/8. _54-1-3— '31/2--89 5 127• -17-3/8, 441 14 , 6.4 1 1 1 17 4 171 16 57 1 .7 1 1/2 40 17 3/8 441 10 15/16 278 2 314 70 3 1/127171 24i/16 611 28 12.72 50 18 112 470 10 15!16 278 2 3/4 70 3 11127 6 3/4 171 26 1!2 673 34 15.4 turn Industries, LLC I Wilkins 1747 Commerce Way. Paso Robles, CA U.S.A. 93446 Ph. 855-663.9876, Fax 805-238-5766 In Canada I turn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 urwvv.xur".com Rev. C Date: 6/14 Document No. BF-975XL Product No. Model 975XL Page 1 of 2 i 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, Rachelle Ripley 1# : ? Permit Technician File No, PG15-0088 6300 Southcenter Boulevard Suite #100 0 Tukwila Washington 98188 • Phone 206-431-3670 0 Fax 206431-3665 k MEWSP 600 University Street Suite 500 �,�• Seattle, WA 98101 Main: 206 342 9900 www.wspgroup.com/usa MEMORANDUM -003 RECEIVED To: Bill Rambo —Permit Technician —Tukwila Building Divit"In,'Y OF TU MMI LA From: WSP —Tom Marseille, Rob Westphal Perkins + Will — Ryan Brussard, Holly Herzer JUL 2 9 206 Date: July 27, 2016 Project Name: Tukwila Library PERMIT CENTER Reference Number: W12.10450.000 Re: Plumbing/Gas Piping Permit Application # PG16-0082 — Responses to PG and PW -PG Department Comments dated July 5, 2016. Comments and Responses BUILDING - PG DEPARTMENT (BUILDING REVIEW NOTES) 1. / could not see a cleanout at the North end plumbing drain system. The plan does indicate a cleanout near the South exterior drain system connection. Show the location for that cleanout located in the North end. Additional building sewer cleanouts shall be installed at intervals not to exceed 100 feet in straight runs and for each aggregate horizontal change in direction exceeding 135 degrees. (2012 UPC Chapter 719 & 719.1) WSP Response: A cleanout was added on sheet P02-00 at column D/1. See attached revised sheet P02-00. 2. Show type of roof scuppers or primary and secondary roof drains with details and specifications on the plan. Show calculations for the roof drainage system sized based on a storm of 60 minutes duration and 100 year return period per UPC table D 1.1. WSP Response: There are 2 roof surfaces; an upper roof and a smaller lower roof. Both roof surfaces are flat but angled to one side to shed water to that side. Since there is no roof parapet, the roof design does not allow for the detainment of water even if the gutters are plugged because the water will simply drain off the low edge of the roof rather than build up on the roof so there is no risk of overloading the roof with the weight of water. See architectural sheets A04-02, A06-01, All -21, All -23 and A11-52 for roof and roof gutter design. Roof drain calculations were added on sheet P00-02 for both upper and lower roofs and for the largest areas of each roof routed to a single drain. The calculations show the gutter discharge piping is sufficient for all the drains on both the upper and lower roof surfaces. The roof drains have been added to the "Plumbing Drain Schedule" on sheet P00-01 and roof drain locations are tagged on sheet P02-03. See attached revised or added sheets P00-01, P00-02, P02-00, P02-01, P02-02 and P02-03. PW - PG DEPARTMENT On your plan please show the RPBA backflow installation diagram and enter and date this revision. WSP Response: A "Backflow Preventer Detail" was added to sheet P05-01, detail 5 and is referred to on sheet P03-01. See attached revised sheets P03-01 and P05-01. MEM -001 ��� City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director July 05, 2016 RYAN BUSSARD 1221 SESCOND AVE, SUITE 200 SEATTLE, WA 98101 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 16-0082 KING COUNTY LIBRARY - 14380 TUKWILA INTERNATIONAL BLVD Dear RYAN BUSSARD, 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: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. I could not see a cleanout at the North end plumbing drain system. The plan does indicate a cleanout near the South exterior drain system connection. Show the location for that cleanout located in the North end. Additional building sewer cleanouts shall be installed at intervals not to exceed 100 feet in straight runs and for each aggregate horizontal change in direction exceeding 135 degrees. (2012 UPC Chapter 719 & 719.1) 2. Show type of roof scuppers or primary and secondary roof drains with details and specifications on the plan. Show calculations for the roof drainage system sized based on a storm of 60 minutes duration and 100 year return period per UPC table D 1.1. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • On your plan please show the RPBA backflow installation diagram and enter and date this revision. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washin.Qton 98188 • Phone 206-431-3670 • Fax 206-431-366.5 If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG16-0082 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-4.31-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0082 DATE: 08/03/16 PROJECT NAME: KING COUNTY LIBRARY SYSTEM SITE ADDRESS: 14380 TUKWILA INTI BLVD Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENTS: Revision # before Permit Issued Revision # after Permit Issued Alf, gK-D-6-:J( BuingDivision Fire Prevention PlanningDivision ❑ JJ5 Aw" 4�•Z�o`!4 Public Works ® Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/04/16 Not Applicable ❑ (no approvaUreview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ DATE: DUE DATE: 09/01/16 Approved ❑ Approved with Conditions Rf Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0082 DATE: 06/22/16 PROJECT NAME: KING COUNTY LIBRARY SITE ADDRESS: 14380 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Buil ng Division Fire Prevention ❑ Planning Division ❑ jjS law Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 06/23/16 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/21/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only `�` t CORRECTION LETTER MAILED: �— v 1 Departments issued corrections: Bldg t@' Fire ❑ Ping ❑ PW Staff Initials: --4 i2/isizms 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.m,a.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: 7LziZ2- � e r ❑ Response to Incomplete Letter # ® Response to Correction Letter # Plan Check/Permit Number: 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: King Coupty Librga Project Address: 14380 Tukwila International Blvd Contact Person: Summary of Revision: 4e;v A\ i ilt .- Phone Number: PG16-0082 RECEIVED CITY OF TUKWILA JUL 292016 PERMIT CENTER Sheet Number(s): riV-01 00'02• , f 07/ 6 , Ml- 1% 1 1 r0l 'OZ¢ r8*2� FQ-1 �1 T ` d —01 "Cloud" or highlight all areas of revision including date of revision A04—D21 PrO k —Q 1 t)'Ci t' ?� , Received at the City of Tukwila Permit Center by: A1 `I 23 �` —�j2. A I ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: P S F MECHANICAL INC Home Pspaixa) Contact Safety & Health Wasliington State Department of Labor & Industries P S F MECHANICAL INC Owner or tradesperson Principals REYNOLDS, JAMES P, PRESIDENT READ, ANDREW A, PRESIDENT BEARDSLEY, WARREN SCOTT, SECRETARY CRITCHLOW, JAMES D (End: 09/27/2011) Doing business as P S F MECHANICAL INC Page 1 of 2 Search L&i A-Z.Index Help _17;y L&I Claims & Insurance Workplace Rights Trades & Licensing 11621 E Marginal Way S Suite A SEATTLE, WA 98168 206-764-9663 KING County WA UBI No. Business type 601 318 369 Corporation Governing persons ANDREW AARON READ JAMES P REYNOLDS; JIM BEARDSLEY; WARREN S BEARDSLEY; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................... Meets current requirements. License specialties GENERAL License no. PSFMEI*090NZ Effective expiration 08/09/1991-10105/2017 Bond Travelers Cas & Surety Co $12,000.00 Bond account no. 105975899q Received by L&I Effective date 03/13/2014 03/13/2014 Expiration date Until Canceled Bond history Insurance Liberty Mutual Fire Insurance $1,000,000.00 Policy no. TB2Z91452741025 Received by L&I Effective date https:Hsecure.lnima.gov/verify/Detail.aspx?UBI=601318369&LIC=PSFMEI*090NZ&SAW= 8/29/2016 N O t I N L LI O NI co 0 &i co M N N � O CD a N E �t y r i I C I A 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 5'-0" 12'-0" 15'-0" 13'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 12'-0" 5'-0" 137'- 0" I I I I LINE OF ROOF BELOW ZINC FASCIA PANEL D1 JOINT DIMENSIONS 11-5 TYP EQ 8'-6" 10'-0" 5'-0" 6'-6" 10'-0" 10'-0" 10'-0" 10'-0" 1' - 41/2" Era_ D1 11-5 c� w 0 0 MEMBRANE ROOF (R-2), BASE BID 0 0 VEGETATED ROOF (R-1), TYP. MEMBRANE ROOF (R-2) 0 0 0 0 MEMBRANE GUTTER, FOOT Cf W V Y i i y V y RFI 6 5' - 0" RFI 62 51. 0" RFI 62 * 5' - 0" C3 TOP OF ZINC WALL PANEL ROOF DRAIN & DS ROOF DRAIN & DS ROOF DRAIN & DS 11 SINGLE SHEET FORMED METAL PANEL SILL BELOW, EP -3 ROOF PLAN 1 3116" =1'-0" 5 I 4 I 3 I 2 0 i C FBI E F ROOF DRAIN AND 'ROOF DRAIN & D OVERFLOW, TYP. SEE WEST ELEVATION FOR ZINC PANEL JOINT DIMENSIONS AT WEST ONLY P oilu1� 2 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinsMII.com Tukwila Libra,er D 14380 Tukwila International Boulevard C B Tukwila, WA 98168 •llCountyMESystem PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date Revisions 2 RFI 06-- -._..__...._ ..... _._........ _... .._......._........................... _......................... 2 4/25/2016 . ......._._................_._._._..._............._......................_...._..............._...._............_.... NO ISSUE I DATE Sheet Information Date 4/07/2016 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A ROOF PLAN RECEIVED CITY OF TUKWILA JUL 2 9 2015 PERMIT CENTER Sheet laRk A0b=01 7 Iff Copyright ©2015 Perkins+Will I D i 4 — PAINTED GWB LID, FASCIA, AND SOFFIT, P-2 1'- 71/2" R-3 e�7 1/4" PER FT. MIN. I I I i:1:..1 . Li . i I i I LL..i:.� _ �. }.:. r.i ,_i..i_.i.i....,.'�'�', a...}.i.. 4 1 .....t_ •r...... A3 SIM \ `CgNCEALED,DU6-1' SEE M50HANICCALi \ 'l •. \ `l, •\ 1, ' � ' ��• \ i. u EAR`$LOT,DIFf~USi ; SEPMECHAN(CBOTTOM OF BEAM BEYOND TOP OF LIGHT FIXTURE, WHERE OCCURS SUSPENDED WOOD �\ \ .I \ I\ • \ CEILING, WDC -1 �'• \ ; \ ' , '• \ \ I \'' �• \ \ I ' PAINTED PLYWOOD OVER 1 1 1 l l\ 1 I METAL DECK, P-2 { ',I 1 `. '• �'. 1, l• ` ` ` SPRINKLER MAIN -SEE FIRE PROTECTION DWG'S (BEAM PENETRATION PER STRUCTURAL) \ .`I ` t \ \ 1 1, \ ' \ , 1• T .l \ . ,. ' B � _ d ° ° .. . d•d a ... d .. - _ ° WALL SECTION AT COMMUNITY MOSAIC, EAST - ; ; TERRA COTTA HEADER, SIM. :.... ......... ..,._:.:..'.... TO [W-1] WALL ASSEMBLY HSS, SEE STRUCTURAL ....................... _...... _........ ...... TERRA COTTA SOFFIT ............................... . ..... _... .......... _......... _.... _.. STRUCT. SEALED GLAZING SYSTEM, GL -1 _..................................... VERTICAL GLASS ACCENT / SHADING FIN- SEE EAST I ELEVATION FOR EXTENT TERRACE PAVING Q WALL SECTION AT MEETING ROOM, EAST FASCIA, ZN-1 SSAAMINATED (ING, WD -1 STRUCTURAL ORIZED AWNIN RE OCCURS JCT. SEALED G CRETE SLAB A TING, SEE STR RACE PAVING n T.O. ROOF - EAST I 320'- 5" SILL @LCLERESTORY 312'-4" o� cV ENLARGED ELEVATION AT MEETING ROOM, EAST 8 $ A i � INTERIOR PANEL, EP -1 z :ALED GLAZING 2 W 0 - LEVEL LEVEL 02 vi 307'- 2" w w a DOOR, FINISH TO tTAINWALL, EP -1 LEVEL 01 296'- 8" PARTIAL ELEVATION -NORTH 1/2" =1'-0" 5 I 4 CLERESTORY GLAZING, GLA FACE OF GLASS BELOW ---------------- LINE OF UPPER / ROOF ABOVE EDGE OF MEMBRANE GUTTER SLOPE TO DRAIN O — SLOPE TO DRAIN ENLARGED PLAN AT CLERESTORY 1/2" =1'-0" 3 METAL COPING, EP - 14 EDGE OF ROOF MEETING ROOM PAINTED AESS STEEL COLUMN, P-5 SLIDING DOOR IAMUNITY 3AIC PAINTED AESS CUSTOM STEEL FABRICATION, P-5 z Z LU 0 c� _ LEVEL 01 296'- 8" 10 R�GOO DN GOD olpp of w G��`G p�s�ar - 130 ENLARGED PLAN AT NE CORNER 0 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.porkinsvAll.com Tukwila Li ra D 14380 Tukwila International Boulevard C B Tukwila, WA 98168 Y �S • A AC PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION z ISSUE FOR BID 04/15/2015 Drawing Issue a o r SILL @LCLERESTORY 312'-4" o� cV ENLARGED ELEVATION AT MEETING ROOM, EAST 8 $ A i � INTERIOR PANEL, EP -1 z :ALED GLAZING 2 W 0 - LEVEL LEVEL 02 vi 307'- 2" w w a DOOR, FINISH TO tTAINWALL, EP -1 LEVEL 01 296'- 8" PARTIAL ELEVATION -NORTH 1/2" =1'-0" 5 I 4 CLERESTORY GLAZING, GLA FACE OF GLASS BELOW ---------------- LINE OF UPPER / ROOF ABOVE EDGE OF MEMBRANE GUTTER SLOPE TO DRAIN O — SLOPE TO DRAIN ENLARGED PLAN AT CLERESTORY 1/2" =1'-0" 3 METAL COPING, EP - 14 EDGE OF ROOF MEETING ROOM PAINTED AESS STEEL COLUMN, P-5 SLIDING DOOR IAMUNITY 3AIC PAINTED AESS CUSTOM STEEL FABRICATION, P-5 z Z LU 0 c� _ LEVEL 01 296'- 8" 10 R�GOO DN GOD olpp of w G��`G p�s�ar - 130 ENLARGED PLAN AT NE CORNER 0 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.porkinsvAll.com Tukwila Li ra D 14380 Tukwila International Boulevard C B Tukwila, WA 98168 Y �S • A AC PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date Revisions ....................................... ............ (..NO...(...........................................ISSUE... ,.............DATE Sheet Information Date 04/15/2015 Job Number 161028.000 Drawn HH Checked RB 112" = 1'-0" Awl Copyright© 2015 Perkins+Will I 1 5 1 4 1 3 F I F 1'-41/2" SLOPED STEEL COLUMN V-41/2" �- SLOPED STEEL COLUMN R-1 I R-1 I I R_2 MEMBRANE GUTTER I R_2 IROOF DRAIN (OVERFLOW BEYOND) I I MEMBRANE GUTTER Jill 1 11 - -- - -111111f I I I -I D — -- - - - -- -In I I— — — — c� w ;, EXTERIOR WALL ASSEMBLY JOGS . .I ER _...._.. TO ACCOMMODATE RAIN LEAD . _ .__ .. _........ .. _.....__... .... _ ............... BEAM GLU LAM L _....- CONCEALED RAIN LEADER .. WALL ......_..._. EXTERIOR FACE OF W _._ . I BRACED FRAME I --I I BRACED FRAME BEYOND wc� I r i I BEYOND CONCEALED HVAC DUCT, SEE MECHANICAL I v I rl W-2 ! I I CONCEALED HVAC DUCT, SEE MECHANICAL LU HSS BEAM, SEE STRUCTURAL I-- .. I ; ; _W W. ;, I I I I STEEL STRUCTURE TO SUPPORT I HSS SUPPORT - SEE STRUCTURAL I PERFORATED ZINC PANEL I 11 I I- W-2 I I I STRUCT. SEALED GLAZING I SYSTEM II I I PERFORATED ZINC PANEL `V I I, I I I II I I I I I I I II I I I I I I ` RECESSED ROLLER i 1/2" PLYWOOD SOFFIT PANEL, WD -2 I I I I SHADE I I I I I I z PAINTED METAL DOWNSPOUT BEYOND I I I w — PAINTED METAL DOWNSPOUT BEYOND, EP4 I l i I I I 10_ I I o — STRUCT. SEALED GLAZING SYSTEM II I II I I SLOPED AESS PAINTED STEEL COLUMN, M I I I SLOPED AESS PAINTED STEEL COLUMN II rn WOOD SILL, WD -4 I i WOOD SILL, WD4 I I I I I I I I +299'- 0112" II °- I I W-3 I I I I e I I I I II CAST IN PLACE ARCHITECTURAL I I I CAST IN PLACE ARCHITECTURAL F1 I �° CONCRETE WALL F1 II i i W-3 N CONCRETE WALL I II LEVEL 01LEVEL 01 — — — 296'- 8" — d , .. ° ° — — 296'- 8" V `l J as o.A U d O • ..: °: •a:•:<:..•.'••<'° •°. .°. •`: •- \ •- - - - - - -- -- - - - - � WALL LAYOUT SLOPED WALL LAYOUT POINT ° - SLOPED L-11 _..-_.._ ...._ ...._...._ ...._ _.... _.._ -..... _.......v...., . 44. t.. I I i Will _.... _. _..................._.._ - ....... POINT CONCRETE FOOTING - c. SEE STRUCTURAL CONCRETE FOOTING - SEE STRUCTURAL WALL SECTION AT WEST PERF PANEL 1/2" = 1'-0" B A WALL SECTION AT WEST WALL 112" = 1'-0" 5 1 4 1 3 WEST WALL - PARTIAL ELEVATION 9 10 ENLARGED PLAN AT WEST WALL - UPPER WALL (12'-011 AF 112" = 1'-0" SUNSHADE BEYOND a STRUCT. SEALED GLAZING SYSTEM CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE WALL LEVEL 02 307'- 2 LEVEL 01 296'- 8" STRUCT. SEALED GLAZING SYSTEM CROSS LAMINATED TIMBER PANEL CONTINUOUS ZINC FASCIA, WITH FULLY FORMED CORNER AT TRANSITION FROM ROOF TO SLOPED RAINSCREEN ZINC PANEL RAINSCREEN HVAC DUCT LINE OF WALL ABOVE - - - - - F STRUCT. SEALED GLAZING SYSTEM --------------------------------------- ------------------------------------- CROSS LAMINATED I TIMBER PANEL, WD -1 ....... .... . ................... ... ...... .. .............,:. I I CONTINUOUS ZINC FASCIA, WITH ___ __ _ ___ _paw.-�_ FULLY FORMED CORNER AT — __.___-_..� _ - - - ——- — - r- --- - ----------- ------ ------------------------- - - - - -- ---- — � TRANSITION FROM ROOF TO SLOPED RAINSCREEN A11-23 1'-10" PAINTED METAL DOWNSPOUT SLOPED 2 SIDED STRUCT. SEALED GLAZING SYSTEM 0i PERFORATED PERFORATED ZINC PANEL MTD. TO WINDOW WALL VIA ALUM. ZINC PANEL ,�� OUTRIGGER CLIPS O %0 AFF �'`�� ENLARGED PLAN AT WEST WALL PERF PANEL 8'-0" �G 2g 24 3 1/2" =1'-0" A i 0 1311'D ItAG PERFORATED ALUMI PLATE SUNSHADE (SEE B2/A11-22 FOR NOTES IN COMMON) STRUCT. SEALED GLAZING SYSTEM, GL -2 - - - - - - - - - - - F PAINTED AESS STEEL COLUMN, P-5 ALUMINUM CLOSURE PANEL AT CORNER, EP -1 BUILT-IN WORK SURFACE I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J PAINTED METAL DOWNSPOUT, EP -1 Ar A11-23 S ED ZINC WALL ABO i " ED TAINWALL ENLARGED PLAN AT WEST WALL AT GLAZED CORNER - 4 -6 AFF I 3 1/211 = 11-01, 2 1 D C B F E R -- I I N S + C3 I L I 1 -� ZINC WALL PANEL, ZN-1 CD B3 A, I A511 C5 A11-54 11- " 3000000000000000000 0000.o0o006060,000000 00000000000000000 -0 OBJ 0000000'00 04�C?000` T )000000000000000000 000000000000000000`0 00000000000000000 O oo OOo000oo0 oo, oOo' }0000000000 00000 0000000000000000000 00000000000000000 0 00'(000000000 000000 C4 D5 )000000000 0000 o000000000000000000 00000o00000'000000 o o0 0o0000000 000000 )000000000 0000 0000`000000000000000 0000000000000Ooi00 O Oo 000000000' 11- 11-54 )00000010000 00000 0000000000000000000 000000000000000`00 0 00 0000000000000000 )Oo00oo00000000o0o0 o00000o00000o0o0o0o 00000000`000000000:0 000000000000000000 )000000`000000000000 0000000000000000000'00000000000000000 O 001000000000x000000 )00000000.0000000000 000000,0000000000000 00000000000000000 0 00000000000 000000 )000000'<o00000000000 000000000000000000`0 o0000000000000000 0 0000000000 000000' ------- --- PERFORATED ZINC PANEL, ZN-2 A2 A3 A4 11- 11- 1-54) WEST WALL - PARTIAL ELEVATION 9 10 ENLARGED PLAN AT WEST WALL - UPPER WALL (12'-011 AF 112" = 1'-0" SUNSHADE BEYOND a STRUCT. SEALED GLAZING SYSTEM CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE WALL LEVEL 02 307'- 2 LEVEL 01 296'- 8" STRUCT. SEALED GLAZING SYSTEM CROSS LAMINATED TIMBER PANEL CONTINUOUS ZINC FASCIA, WITH FULLY FORMED CORNER AT TRANSITION FROM ROOF TO SLOPED RAINSCREEN ZINC PANEL RAINSCREEN HVAC DUCT LINE OF WALL ABOVE - - - - - F STRUCT. SEALED GLAZING SYSTEM --------------------------------------- ------------------------------------- CROSS LAMINATED I TIMBER PANEL, WD -1 ....... .... . ................... ... ...... .. .............,:. I I CONTINUOUS ZINC FASCIA, WITH ___ __ _ ___ _paw.-�_ FULLY FORMED CORNER AT — __.___-_..� _ - - - ——- — - r- --- - ----------- ------ ------------------------- - - - - -- ---- — � TRANSITION FROM ROOF TO SLOPED RAINSCREEN A11-23 1'-10" PAINTED METAL DOWNSPOUT SLOPED 2 SIDED STRUCT. SEALED GLAZING SYSTEM 0i PERFORATED PERFORATED ZINC PANEL MTD. TO WINDOW WALL VIA ALUM. ZINC PANEL ,�� OUTRIGGER CLIPS O %0 AFF �'`�� ENLARGED PLAN AT WEST WALL PERF PANEL 8'-0" �G 2g 24 3 1/2" =1'-0" A i 0 1311'D ItAG PERFORATED ALUMI PLATE SUNSHADE (SEE B2/A11-22 FOR NOTES IN COMMON) STRUCT. SEALED GLAZING SYSTEM, GL -2 - - - - - - - - - - - F PAINTED AESS STEEL COLUMN, P-5 ALUMINUM CLOSURE PANEL AT CORNER, EP -1 BUILT-IN WORK SURFACE I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J PAINTED METAL DOWNSPOUT, EP -1 Ar A11-23 S ED ZINC WALL ABO i " ED TAINWALL ENLARGED PLAN AT WEST WALL AT GLAZED CORNER - 4 -6 AFF I 3 1/211 = 11-01, 2 1 D C B F E R K I N S + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Li ra 14380 Tukwila International Boulevard Tukwila WA 98168 PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION 07129/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date Revisions ISSUE DATE Sheet Information ate 04/15/2015 S1014 b Number 161028.000 Drawn HH Checked RB Approved KK Title A ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS IRECEIVED CITY OF TUKVVILA JUL 2 9 2016 Sheet m2a Copyright © 2015 Perkins+Will I D 1 I. 5 1 4 1 3 1 2 1 1 E R K I N %S0 + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441 A981 www.perWnswill.com Tukwila Library D 14380 Tukwila International Boulevard C Tukwila, WA 98168 il.inom •_County Library System ................I............... � DATE Sheet Information Date 04/15/2015 Job Number — — — — — — — — — — SILL CLERESTORY LL 8153 REGISTERED ARCHITECT KK Title 312'- 4" EXTERIOR DETAILS RECEIVED GUTTER SLOPES TO DRAIN - CITY OF T I..IKWILA - -- PERMIT CENTER TAPERED INSULATION BELOW KAYKORNpVICH --------------- SHEATHING PROVIDES SLOPE STATEOFWASHINGTON A FLASHING PER ROOF a, MANUFACTURER (30 YR. WARRANTY) 00 8" 2 314" 4" ...j....;......1 . , , 6"I I 6" ROOF MEMBRANE TO WRAP UNDERSIDE OF BLOCKING SLOPE -- -�+--- SLOPE PRE -FINISHED EDGE METAL WITH 4" HORIZONTAL LEG, EP -2 PLUMBING PERMIT RESPONSE 07/29/2016 .. j M FOR CONSTRUCTION07/29/2015 I r 1 1 f i =,; I "' ISSUE FOR BID 04/15/2015 . 11;... 1 t- V B Drawing Issue Date ................I............... � DATE Sheet Information Date 04/15/2015 Job Number 161028.000 Drawn Author Checked LL .'. 1 KK Title A EXTERIOR DETAILS RECEIVED CITY OF T I..IKWILA - -- PERMIT CENTER Sheet --------------- , , , ...j....;......1 . , , CLOSED CELL SPRAY FOAM INSULATION NONE AT SIM. F I- - - i STEEL PER STRUCTURAL I� A a GWB (NONE AT SIM) 1 i 11. i —------------ ,• II h ( CONTINUOUS VAPOR BARRIER j I` f i k 1 J' l I i I LOW ROOF AT GUTTER 5 1 4 1 3 311 1 -pit J A 16 GA. METAL BRACKET TO SUPPORT ROOF EDGE ASSEMBLY PER WALL SECTION (NO BATT OR SEMI RIGID INSULATION AT SIM) BLOCKING AS REQUIRED REVIE�� FOR COpE COM NCI x1ppROWU AUG 2 g 2016 City of Ila 'A PANELS TERRA COTTA SOFFIT 4RD SHEATHING, FRAMING SISTANT BARRIER HEATHING L -[.I.., %a. I A SOFFIT PANELS Revisions ................................................................................................................ INO� ISSUE ................I............... � DATE Sheet Information Date 04/15/2015 Job Number 161028.000 Drawn Author Checked LL Approved KK Title A EXTERIOR DETAILS RECEIVED CITY OF T I..IKWILA JUL 2 9 2016 PERMIT CENTER Sheet N C B A N O r Ln r O N co N r - A 4 3 1' - 4 119" 2 1 METAL OA METAL ROOF 311 = 11-011 SLOPED I I I I HVAC PER MECHANICAL j I I I I I HSS PER STRUCTURAL I CROSS LAMINATED TIMBER WALL PANEL, ' WD2 --+-- I I � I 1/2" PLYWOOD SOFFIT PANEL, WD -2, ALIGN JOINTS WITH CENTERLINE OF WINDOW MULLION LINEAR DIFFUSER PER MECHANICAL CONCEALED MOTORIZED ROLLER SHADE - PROVIDE VERTICAL CHANNELS AT EACH VERTICAL MULLION 1 I 1 WE 91 w ll HORIZONTAL JOINT ATSOLID/PERFORATED METAL PANEL 311 = 1'-011 E Z O Z Lu0 Z O H W co J J IGE AT GUTTER - SLOPE TO NN 'ERED INSULATION, SLOPE AT 'PER FOOT MIN. C PANEL TO CAP TOP OF LL ASSEMBLY T.O. ROOF - WEST 314'- 0" LINE GUTTER WITH ROOF SUBSTRATE / COVER BOARD BLOCKING AS REQUIRED PMMA FLASHING TO LINE GUTTER OVER BASE PLY OF ROOF MEMBRANE VAPOR BARRIER/TEMPORARY ROOF LIQUID FLASHING ZINC PANEL RAINSCREEN ASSEMBLY [W-2], SEE A00-40 FOR ASSEMBLY DETAILS SILL @ CLERESTORY AK 312'- 4" ZINC PANEL RAINSCREEN ASSEMBLY [W-2], SEE A00-40 FOR ASSEMBLY DETAILS STOP VERTICAL Z FURRING ABOVE STEEL FRAMING FOR PERFORATED SCREEN SUPPORT LIQUID FLASHING'FLANGE' AROUND STEEL PENETRATION, ALL SIDES - 9" MIN. PAINTED STEEL FRAMING TO SUPPORT PERFORATED ZINC PANELS, EP -4 i� � PERFORATED ALUMINUM CLOSURE PANEL SEE D2/A11-53 FOR FLASHING DETAILS C` NG Z,\Njxs\0VA M C u A P E R K I I I A 1 �I I L Drawn I Checked Checker ■11 I �: I� HORIZONTAL JOINT ATSOLID/PERFORATED METAL PANEL 311 = 1'-011 E Z O Z Lu0 Z O H W co J J IGE AT GUTTER - SLOPE TO NN 'ERED INSULATION, SLOPE AT 'PER FOOT MIN. C PANEL TO CAP TOP OF LL ASSEMBLY T.O. ROOF - WEST 314'- 0" LINE GUTTER WITH ROOF SUBSTRATE / COVER BOARD BLOCKING AS REQUIRED PMMA FLASHING TO LINE GUTTER OVER BASE PLY OF ROOF MEMBRANE VAPOR BARRIER/TEMPORARY ROOF LIQUID FLASHING ZINC PANEL RAINSCREEN ASSEMBLY [W-2], SEE A00-40 FOR ASSEMBLY DETAILS SILL @ CLERESTORY AK 312'- 4" ZINC PANEL RAINSCREEN ASSEMBLY [W-2], SEE A00-40 FOR ASSEMBLY DETAILS STOP VERTICAL Z FURRING ABOVE STEEL FRAMING FOR PERFORATED SCREEN SUPPORT LIQUID FLASHING'FLANGE' AROUND STEEL PENETRATION, ALL SIDES - 9" MIN. PAINTED STEEL FRAMING TO SUPPORT PERFORATED ZINC PANELS, EP -4 i� � PERFORATED ALUMINUM CLOSURE PANEL SEE D2/A11-53 FOR FLASHING DETAILS C` NG Z,\Njxs\0VA M C u A P E R K I N S + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.porkinsvAli.com 14380 Tukwila International Boulevard Tukwila, WA 98168 PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date Revisions ..... .. ISSUE J DATE Sheet Information Date 07/29/2015 Job Number 161028.000 Drawn Author Checked Checker Approved Approver Title @ 2015 Perkins+Will CV Q 0 2 a 14, M r O N N N FBI C B A 5 ABBREVIATIONS . ..... ....... ... . AD I AREA DRAIN ... ELECTRIC WATER HEATER SCHEDULE ...... __. .......... ... ....... . AFF , ABOVE FINISHED FLOOR .......... . ........................ .. .................. ............. ............. ................ ............ ..... ..11....11 ._.......... MARK ... . ...... ........ ............ _......... AP ACCESS PANEL ......I. ......... ...... ......._ _ ._ ........ ........ ... SLEEVE . ... I .. _ . _ ......... ......... ......... ............ ....... ........... BLDG BUILDING ........ ........ ...1111.. ..1111.. ..1111.. ..... .... RECOVERY (GPH) .... .11..11....... .......... ...... . BOB i BOTTOM OF THE BEAM PUMP ..... ...... ..... .... .. ....... .......... ... ... BOP BOTTOM OF PIPE .......... ....._ .............. .... ..... ....... ......... METER ... ....1..1 .1 1 .. ... .1...".1... .... , BT I BATH TUB I - ...._..._ ._ _.__ _ BV BALANCING VALVE ..... .............I............ ........ ......... . CA COMPRESSED AIR :__ . I . _ ._ _ _ WATER HAMMER ARRESTER _ CDCONDENSATE DRAIN 0 0 1 _I ... ......1 .................1........11. ............................................... ..........1......1..11.. .....11......11 CFH CUBIC FEET PER HOUR . __ _ i 25 I.1..1.1 _.11- __ _..__.__ ___ CFM :CUBIC FEET PER MINUTE..... FLOOR SINK ............................................................................................................................................................................................ 1 .....111....................................... CFS ' CUBIC FEET PER SECOND ... O 0 I CI ! CAST IRON ........ .. ........... . 11 . ........... .................... ...... .......I..... AO SMITH DSE 30 ...... .. .. .....11.1.1.. ......... ... .1 ..... 11 ..... .. ..... . CLG ' CEILING i ROOF DRAIN --- . CO , CLEANOUT ... ..... _ .I ....... ..........."I O COTG CLEANOUT TO GRADE _ .. ... CONN CONNECTION .1.1....... _..._ _._ POINT OF CONNECTIONNEW TO EXISTING) ) ... CONT CONTINUATION ....... __. ...... ....... 8300 ...1........1....11 .... .... .1 .... ...11....1......1.. . .. .......... CP I CIRCULATING PUMP BOTTOM PIPE CONNECTION .. ... 1111.. . .............. ................ .. ... 1111.. . __... ... CV 1 CHECK VALVE ........ NOTES: 1 . LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C .... ........ ........ CW ; COLD WATER TOP PIPE CONNECTION . .. DF i DRINKING FOUNTAIN .I ..... ........... .......... ....... ......... .......... ......... _ . ........ ......1111 ..... ........ ....... ...... . ... DIA DIAMETER OC .. ...... . .._ ..... ..... ... _.... _ DN I DOWN I.. I P -TRAP i .. ... ..... .. DR DRAIN I. .....,.... 2 ............... ......... _ ...,....... ... .,.................1..1.....1.1_... ........... .................. .......... . ........... ................ 11 .......11....... ... ..,,. DROP DROP (WITHIN FLOOR) .................... LAVATORY . .................... ................. ............... ....... ........ DWP ' DOMESTIC WATER PUMP . _... _ I CLEANOUT/PLUG . .. .. _ 1-1.1.11 . ...... ..... .... DWG DRAWING . ................ . (E) i EXISTING ....... EL ELEVATION ...... ....... ............ .......... ..................... ............ ...... ................................... PIPE UP .1.1..1................ .............. ........ .......... ...................... : .. ..1.........11..1.... ..1.1.....11 ...... ......... ........ ..11...1..1 ............ ET ; EXPANSION TANK _ _ . SINK . _ _ . EWC ELECTRIC WATER COOLER .... . ..... ._ EWH ! ELECTRIC WATER HEATER ......... ,. ........ ........ ........ ... ............. ..... ..... 1. I—-, ..... ........... CHANGE IN PIPE ELEVATION FCO FLOOR CLEANOUT ....... ....... ....... .. ....... .. ... ... .. - ....... ....... ....... ... ........................... ... .1111.................. ........... .................. ......... ............... ... FD ' FLOOR DRAIN ._.. _ 2 _ _ _ .._ FL li FLOOR PITCH PIPE DOWN IN DIRECTION OF ARROW ...................................................................................................................................................................................................................................................................................................................................................................... FLH FLOOR HYDRANT ELKAY LRAD2522 WITH CHICAGO 786E3SW FAUCET .._ ..._._. FS FLOW SWITCH ..... ......................... ........... ......... ............. ............... ............................................. ......... ......... ...... .......... .......... .... ... .......... .......... ........... . ..... ....................... ......................... 1-1/2" ........ ........ ............. ................................................. ............................. .- FSK FLOOR SINK ........ ........ ........... ........ ....... .....I...... ........... ......... . ........... ..........1.1-1 I ... ...... 1/2' .. . .............. FT FEET 11 1 1.. . . 2, 4,5 . FU FIXTURE UNIT .... ...... .111..1 .... . .... ....... _ . .... .... ....... ........ DRINKING FOUNTAIN ....................... GAL i GALLONS ... .. _.. ........... I :.. ELKAY EDFPBMV117C ....... ........ _ GD GARAGE DRAIN ......... ....... ............ . ....... ........ 1-1/2" ........ .......... . GPM j GALLONS PER MINUTE ... _ ..... 1/2" ................. ............ ...... ......... . "........-I..............' ......... .......... 11"...".11._.......... . GWH ' GAS WATER HEATER ...... ..... ... .... ....................... ........ . ..1111 . ..... ...................... ..... ......... .... ......... .......... ..1...1 ..... GWS , GRAY WATER SYSTEM JANITOR SINK .. _ __ ........ _ .. ... GV GATE VALVE FIAT MSB -3624 WITH CHICAGO 897 FAUCET ................. ....... ........... . ........ ........ ..... _ ... ....... ....... ......... .......... HB.HOSE BIBB ._. 1-1/2" . _...-.. ......... . . ........ ... ..... _ .. _ . HD HUB DRAIN 1/2" .. _....... ...... ......... ...... HW HOT WATER .11 HWR HOT WATER RETURN ..... ROOF HYDRANT .......... .1.1.....1.1 ....... ......... .111.1...... .. ........ ...................... .... ....... . .... ..... . ... .... .... _...... . HXHEAT EXCHANGER WOODFORD SRH -MS _ _ __ _ __ _1_. _111 _ 1._ __ ID ! INSIDE DIAMETER ..... ... - . ... ................... .. .. ....... .... ..... .... ......_ .. .................. .......... IE INVERT ELEVATION ._ 3/4" IN : INCH ....... ............................ 111. _ IW INDIRECT WASTE ... I WALL HYDRANT _ _. _ __. _ _ ... --- _ L LAVATORY WOODFORD B65 ........... .... ........ ............................ I 7 ....... ......... ....... ...... LDR I LEADER - 4 ABBREVIATIONS .... ....... ...... ....... ... ................. ... POC ' POINT OF CONNECTION ELECTRIC WATER HEATER SCHEDULE .._. .... .__ _ PRV : PRESSURE REDUCING VALVE ....... MARK ....... .............. ...... ..... . ......:.. ....... ..... ......... .......... ..._... ......... ...,...I ......... % PSI POUNDS PER SQUARE INCH ... SLEEVE . ... I .. _ . _ ...... ... I ..... .......... ._........:....... ........... ....... ..........._ ....... ... ...... .... .1.111 ... ........_ PSIG ' POUNDS PER SQUARE INCH (GAUGE) RECOVERY (GPH) ............ ....... .... ........ ......... ........ ............ ....... ......... ......... ..1....I ........ ........ RC ; ROOF RECEPTOR PUMP ..... ...... ........ .. ...... RD ROOF DRAIN ......... METER ..... ... ..... ... .1 ... ........ ...... .......... ........ ............. ..... . ........ ....... , 11 ....... RISE RISE (WITHIN FLOOR 1 I - :..:. ....:. :C..... . . C. R BP RED CED RESS RE BA KFLO PRE ENTER ......... . ......... 1111.. RW I RECLAIMED WATER WATER HAMMER ARRESTER ._ , ....__.. ... -... ._ .. _ . _ _ _ SA I SHOCK ABSORBER 0 0 1 _I .......1. -.. .... ........ ...... .................................................... ........................................................ ...................... ............ .1..........1 ...1.......1. .. SAN ; SANITARY 25 . .. 1- _ ___ 1 .._ _ .__ _.._ _ ._._.... _ .__ SD SMOKE DETECTOR FLOOR SINK ............................................................_!.........................................................................................-..................................................................................................-................................................................................... SF........ SQUARE FEET ... O 0 I .. -.1.1- SH , SHOWER .. .1..111 AO SMITH DSE 30 ..................... I ...... ... ........ .....1.. 11....1. ............ .. ..... ..1111. SK I SINK _ _.._ _ --- i ROOF DRAIN _ - 11.11- _ _ _ _. SPD I SUMP PUMP DISCHARGE ... ..... _ .I ....... ..........."I O ......................... ........ ...........,............. 1. 11.....1... ....... 1.1..1.. 1......... . JS JANITOR SINK ... .... ... _ ... . ST I STORM PIPING ......... ....... ........ ......... .. ........ ...... ..I........ ...... ... .... ........ _ .......... .1.1....... _..._ _._ POINT OF CONNECTIONNEW TO EXISTING) ) ...... I ....... ......... TRENCH DRAIN 8300 .TO ...... .. ...... .. .1I. .1.11... ..1.....1.1.1... ....... TH TOTAL DISCHARGE HEAD D BOTTOM PIPE CONNECTION .. ... 1111.. . .............. ................ .. ... 1111.. . TMV TEMPERATURE MIXING VALVE NOTES: 1 . LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C TOP TOP OF PIPE TOP PIPE CONNECTION .. ..... ......... .. .. TOS TOP OF SLAB .I ..... ........... .......... ....... ......... . ......... ........... ...... ...1..111... .......... .. ................ .11..........1....1................................. .............. ... .... .......... _...... ............. ...... . ........... TP i TRAP PRIMER OC ......... ... ........._ ......... .1111 .. ... ... ..... ._ .__. TPV i TRAP PRIMER VALVE I.. I P -TRAP i ... ........ .......... ................................................ .......................... ..... ....... ......... ..................... ......... . ........... TS i TAMPER SWITCH 2 . .... .. 11 TYP TYPICAL LAVATORY .... ............ ....... ......... ......... ............... ......... UON I UNLESS OTHERWISE NOTED I CLEANOUT/PLUG "...' ....... .... _ ..... ....I ............ ............... ............. _) ....... . .. ... ...__ . . ...... .. . UP i UP PENETRATES FLOOR SLAB . ...... ........ ....... ............... 1. ....1........11.....1.......... 1.I. .1 11 ................................ .............1.....1........1.......... ..... ............................ URURINAL ....... . __ ...1.1.1.1_. _ _ .__ ___.1 -, ...____. .....11 ... __- V VENT ...... ....... ............ .......... ..................... ............ ...... ................................... PIPE UP .... .......... ..11.11... ........ ........ ......... ...11..11... ...... . ............. VB VACUUM BREAKER SINK _._ ._. _ -- VTR . VENT THROUGH ROOF ..... ._ ............................................ ..... ........................................................................................................................... WC WATER CLOSET ......... ,. ........ ........ ........ ... ............. ..... ..... 1. I—-, ..... ........... CHANGE IN PIPE ELEVATION 1-1-1-1--- __ _ __ _ _.. __ ._ _. _ --- - _ _ __ __ _ __ _ - _ - Z1H P%E HYDRANT ....... ....... ... 21 2 1 P E R K I N 5 + W I L L PLUMBING LEGEND AND ABBREVIATIONS LEGEND MISCELLANEOUS LEGEND (CONTINUED) PIPING LEGEND ELECTRIC WATER HEATER SCHEDULE ECCENTRIC REDUCER (E.R.) MARK DESCRIPTION SLEEVE . ... I .. _ . _ = . _ 1. _ . - ___ RECOVERY (GPH) I PUMP M j METER REMARKS I - HOSE BIBB ......... . ...... ........ ... WATER HAMMER ARRESTER . 0 0 1 _I FLOOR DRAIN, AREA DRAIN, PLANT DRAIN, GARAGE DRAIN __ __ 25 0 K2 I FLOOR SINK . ... O 0 I ROOF RECEPTOR AO SMITH DSE 30 0 i ROOF DRAIN ......... ....................... ... ..... _ .I ....... ..........."I O ........... ..... ................ .......... 1OVERFLOW ROOF DRAIN 1--___-,_ .. ... .--_._._._ __ ._...__ .1.1....... _..._ _._ POINT OF CONNECTIONNEW TO EXISTING) ) 1 8300 40 BOTTOM PIPE CONNECTION .. ... 1111.. . .............. ................ .. ... 1111.. . ............. ......... ........ '" NOTES: 1 . LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C D_ TOP PIPE CONNECTION .................... .. I..... . .I ..... ........... .......... ....... ......... I.. ......... VALVE IN VERTICAL OC 1-1/4" I.. I P -TRAP i 1/2" 2 FLOOR CLEANOUT/GRADE CLEANOUT LAVATORY LAVATORY, WALL HUNG, SENSOR OPERATED, ADA I CLEANOUT/PLUG .......................................................................................................: C . ... ..................... ................................. .............. ........._..............................................._......... ..... ... .......... ........ ......... ........... I PIPE DOWN 1 ....... ........ ...... ....... ............ .......... ..................... ............ ...... ................................... PIPE UP E SINK CAP ..... ._ . ..... ......... ....I.... &-D ......... ,. ........ ........ ........ ... ............. ..... ..... 1. I—-, ..... ........... CHANGE IN PIPE ELEVATION 1-1/2" ....... ....... ... .... . ..... ................. .......... _ _ .. .._.._ .... ARROW INDICATES DIRECTION OF FLOW 2 SK -2 PITCH PIPE DOWN IN DIRECTION OF ARROW BREAK ROOM, SINGLE COMPARTMENT ELKAY LRAD2522 WITH CHICAGO 786E3SW FAUCET INSULATED AND HEAT TRACED PIPING PIPING LEGEND ELECTRIC WATER HEATER SCHEDULE - - MARK DESCRIPTION ....:...... . _.._... .......... ._...... ........ DOMESTIC HOT WATER PIPING SERVICE RECOVERY (GPH) TEMP RISE I (DEG F) .1 ._ _ ._ TRAP PRIMER ELECTRICAL DATA BASIS OF DESIGN REMARKS V PH WATTS AMPS EWH-1 ELECTRIC TANK (30 GAL) WATER HEATER JR SMITH RESTROOM CORE 25 100 208 1 6000 28.8 AO SMITH DSE 30 2 EWH-2 ELECTRIC INSTANTANEOUS WATER HEATER JR SMITH SK -1 IN MEETING ROOM 1 51 208 1 8300 40 EEMAX SP 8208 FC 1 NOTES: 1 . LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C EXPANSION TANK LAVATORY . PIPING LEGEND A2 S PLUMBING WATER - - : DOMESTIC COLD WATER PIPING ...... . ......... ...... .........11...11. ...... .... _.... ......... -- ....:...... . _.._... .......... ._...... ........ DOMESTIC HOT WATER PIPING . --- _ DOMESTIC HOT WATER RETURN PIPING .. _ TP .1 ._ _ ._ TRAP PRIMER ......... .. ......... ........... IRR .... ... ....... .......... ........... ...._.......... I ' IRRIGATION PIPING ................ ........ .._ ........ .........1..11...1........... ..... ....... ....1...111. ...... ........ NPW 1..11.1 .... I NON -POTABLE WATER TW TEMPERED WATER GWS I GRAY WATER SUPPLY MECH RM FLOOR DRAIN JR SMITH A2 S PLUMBING WASTE/VENT/STORM SAN I SANITARY (ABOVE FLOOR) i ....................... ........... ............... _ .... ........ — — SAN — — ; __ . __ .......... . ......I .. .. ....... ..I... ......... ........ .... ... .... . .................... ........ . SANITARY (BELOW FLOOR) .. 11 11 I.".. __ ._._. I ___ . ----- V ----- I I VENT PIPING _ _ _._ .... .... - 1.._ _ I ST D IN STORM RA PIPING NG .. I.- .. _ .._ . i — IW — i ....... ....__.. .. ... ....... I_ 111. _.. INDIRECT WASTE PIPING ...... .. I.... ........ ......... .. CD h ............ ..... ..... ... ............ .......... ........................................... CONDENSATE DRAIN PIPING A2 S PLUMBING BACKFLOW PLUMBING DRAIN SCHEDULE LOCATION TYPE DESCRIPTION MANUFACTURER MODEL NO. GRATE SIZE NOTES FD -1 FLOOR DRAIN - JR SMITH 2005-A-NB-PO50 CIRCULAR 2" FD -2 MECH RM FLOOR DRAIN JR SMITH 2110 -S -H -M RECTANGULAR 3" HD-1 H D KOHLER K-4325, BEMIS 1955C SEAT, SLOAN WETS 2050.1401-1.28 G2 FLUSHOMETER 4" NAoef 4"e=s 1 RD -1 ROOF DRAIN JR SMITH 110-YO3 CIRCULAR 3" ORD -1 ROOF DRAIN NOTES: 1. SEE PLUMBING DETAILS SHEET. JR SMITH 111-YO3 CIRCULAR 3" A2 S PLUMBING BACKFLOW PREVENTION DEVICE SCHEDULE DESIGNATION NO. LOCATION SERVICE CAPACITY [GPM] V SIZE [INCHES] PRESSURE [PSI] MANUF. & MODEL REMARKS INLET OUTLET RPBP-1 MECH ROOM 201 HYDRONIC MAKEUP 20 1" 1"1 58 46 1 WILKINS MODEL 975XL I PIPE DISCHARGE TO DRAIN PLUMBING FIXTURE SCHEDULE MARK FIXTURE DESCRIPTION BASIS OF DESIGN (PER KCLS STANDARDS) CONNECTIONS REMARKS W V TRAP CW HW WC -1 WATER CLOSET WATER CLOSET, DUAL FLUSH, ADA KOHLER K-4325, BEMIS 1955C SEAT, SLOAN WETS 2050.1401-1.28 G2 FLUSHOMETER 4" 2" 4" 1" - WC -2 WATER CLOSET WATER CLOSET, DUAL FLUSH KOHLER K-4325, BEMIS 1955C SEAT, SLOAN WETS 2050.1401-1.28 G2 FLUSHOMETER 4" 2" 4" 1" - UR -1 URINAL WATERLESS URINAL SLOAN WES-1000 1-1/2" 1-1/2" 1-1/2" 3/4" - 1 L-1 LAVATORY LAVATORY, WALL HUNG, SENSOR OPERATED, ADA NAMEEKS MODEL NO. 758711 WITH TECHNICAL CONCEPTS MILANO AUTOFAUCET 1-1/4" 1-1/2" 1-1/4" 1/2' 1/2" 2 L-2 LAVATORY LAVATORY, WALL HUNG, SENSOR OPERATED, ADA KOHLER K-2005 SINK WITH TECHNICAL CONCEPTS MILANO AUTOFAUCET 1-1/4" 1-1/2" 1-1/4" 1/2' 1/2" 2 SK -1 SINK KITCHENETTE, SINGLE COMPARTMENT ELKAY DLR-191910EK WITH CHICAGO 786E3SW FAUCET 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" 2 SK -2 SINK BREAK ROOM, SINGLE COMPARTMENT ELKAY LRAD2522 WITH CHICAGO 786E3SW FAUCET 1-1/2" 1-1/2" 1-1/2" 1/2' 1/21' 2, 4,5 DF -1 DRINKING FOUNTAIN BI -LEVEL, ADA ELKAY EDFPBMV117C 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" JS -1 JANITOR SINK FLOOR MOUNTED, CORNER SERVICE SINK FIAT MSB -3624 WITH CHICAGO 897 FAUCET 3" 1-1/2" 3" 1/2" 1/211 RH-1 ROOF HYDRANT NON -FREEZE ROOF HYDRANT WOODFORD SRH -MS - - - 3/4" - WH -1 WALL HYDRANT NON -FREEZE WALL HYDRANT WOODFORD B65 - - - 1 3/4" 1 - 3 GENERAL: A ALL PLUMBING FIXTURES AND ACCESSORIES LISTED ARE KCLS STANDARDS AND SUBSTITUTIONS ARE NOT ALLOWED. NOTES: 1 CW TO BE PIPED TO FIXTURE AND CAPPED IN CHASE. 2 PROVIDE WITH THERMOSTATIC MIXING VALVE 3 OR ACCEPTABLE EQUAL BY ZURN MANUFACTURING 4 PROVIDE GARBAGE DISPOSAL, INSINKERATOR, BADGER, 5XP 5 PROVIDE INSTANT HOT WATER DISPENSER, INSINKERATOR, HOT1 5 4 E 1 2 FAI RE��� MPS PNCC �Qp p�CP��yEO g �6 0 2p1 . Ci1a�oN cu1gp� � zo_x._'�� M IC B 1 221Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library JT System t �w y'_'_ 11 s x 600 University St., Suite 500 Seattle, WA 98101 206 342-9900 www.wspgroup.com/usa rou .com/usa Revisions kPERMIT ERMIT REV 08/26/2015 RE -SUBMIT 07/27/2016 NO I ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A . Checked TM Approved TM Title PLUMBING LEGEND ABBREVIATIONS AND SCHEDULES F E`;✓EIVED Sheet CITY OF TUKWILA J JIL 2 9 2016 we Adl�mhl P00=01A Copyright © 2012 Perkins+Will PERMIT RE -SUBMIT 07/27/2016 PERMIT SUBMISSION 10/16/2015 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions kPERMIT ERMIT REV 08/26/2015 RE -SUBMIT 07/27/2016 NO I ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A . Checked TM Approved TM Title PLUMBING LEGEND ABBREVIATIONS AND SCHEDULES F E`;✓EIVED Sheet CITY OF TUKWILA J JIL 2 9 2016 we Adl�mhl P00=01A Copyright © 2012 Perkins+Will CV I D I C I B 5 1 4 1 3 1 2 1 1 ROOF DRAIN CALCULATION RAINFALL IN/HR 100 year storm 1 hour duration DEFINE AREA Project Name: TUKWILA LIBRARY UPPER ROOF - LARGEST AREA 1 inches per hour Building Rooftop The single largest area is shown below tukwila library total roof area is 137' x 74.7' STORM DRAINAGE CALCULATION 10/16/2015 ISSUE FOR BID RAINFALL IN/HR 1 Date ROOF AREAS Area Description Square Feet No. of ROOF DRAINS 1 AREA PER DRAIN 2989 AREA CALCULATION LENGTH WIDTH AREA 40 74.7 2988 CADD INQUIRY INPUT 1 1 TOTAL AREA 2989 2989 AREA PER DRAIN 2989 SIZING PER RAINFALL RATE OF 1 INCHES PER HOUR Storm Flow Rate 31 GPM VERTICAL LEADER PIPE SIZE MINIMUM SIZE 3 RECOMMENDED 3 HORIZONTAL SLOPE PIPE SIZE 1/8 3 1/4 3 1/2 3 Storm Flow Rate 0.07 CFS Pipe Velocity (Based on Recommended Pipe Size) 1.40 FPS ROOF DRAIN CALCULATION RAINFALL IN/HR 100 year storm 1 hour duration DEFINE AREA Project Name: TUKWILA LIBRARY UPPER ROOF - TOTAL 1 inches per hour Building Rooftop The single largest area is shown below tukwila library total roof area is 137'x 74.7' STORM DRAINAGE CALCULATION 10/16/2015 ISSUE FOR BID RAINFALL IN/HR 1 Date ROOF AREAS Area Description Square Feet No. of ROOF DRAINS 4 AREA PER DRAIN 2558.7 AREA CALCULATION LENGTH WIDTH AREA 137 74.7 10233.9 CADD INQUIRY INPUT 1 1 TOTAL AREA 10234.9 10234.9 AREA PER DRAIN 2558.7 SIZING PER RAINFALL RATE OF 1 INCHES PER HOUR Storm Flow Rate 105 GPM VERTICAL LEADER PIPE SIZE MINIMUM SIZE 3 RECOMMENDED 3 HORIZONTAL SLOPE PIPE SIZE 1/8 3 1/4 3 1/2 3 Storm Flow Rate 0.23 CFS Pipe Velocity (Based on Recommended Pipe Size) 4.79 FPS ROOF DRAIN CALCULATION RAINFALL IN/HR 100 year storm 1 hour duration DEFINE AREA Project Name: TUKWILA LIBRARY LOWER ROOF - LARGEST AREA 1 inches per hour Building Rooftop The single largest area is shown below tukwila library total roof area is 100'-9.5" x 11' STORM DRAINAGE CALCULATION 10/16/2015 ISSUE FOR BID RAINFALL IN/HR 1 Date ROOF AREAS Area Description Square Feet No. of ROOF DRAINS 1 AREA PER DRAIN 496 AREA CALCULATION LENGTH WIDTH AREA 45 11 495 CADD INQUIRY INPUT 1 1 TOTAL AREA 496 496 AREA PER DRAIN 496 SIZING PER RAINFALL RATE OF 1 INCHES PER HOUR Storm Flow Rate 5 GPM VERTICAL LEADER PIPE SIZE MINIMUM SIZE 3 RECOMMENDED 3 HORIZONTAL SLOPE PIPE SIZE 1/8 3 1/4 3 1/2 3 Storm Flow Rate 0.01 CFS Pipe Velocity (Based on Recommended Pipe Size) 0.23 FPS ROOF DRAIN CALCULATION RAINFALL IN/HR 100 year storm 1 hour duration DEFINE AREA Project Name: TUKWILA LIBRARY LOWER ROOF - TOTAL 1 inches per hour Building Rooftop The single largest area is shown below tukwila library total roof area is 100.8 x 11' STORM DRAINAGE CALCULATION 10/16/2015 ISSUE FOR BID RAINFALL IN/HR 1 Date ROOF AREAS Area Description Square Feet No. of ROOF DRAINS 3 AREA PER DRAIN 369.9 AREA CALCULATION LENGTH WIDTH AREA 100.8 11 1108.8 CADD INQUIRY INPUT 1 1 TOTAL AREA 1109.8 1109.8 AREA PER DRAIN 369.9 SIZING PER RAINFALL RATE OF 1 INCHES PER HOUR Storm Flow Rate 11 GPM VERTICAL LEADER PIPE SIZE MINIMUM SIZE 3 RECOMMENDED 3 HORIZONTAL SLOPE PIPE SIZE 1/8 3 114 3 1/2 3 Storm Flow Rate 0.03 CFS Pipe Velocity (Based on Recommended Pipe Size) 0.52 FPS 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library D 14242 Tukwila International Boulevard C IB Tukwila, WA 98168 King County Library, System i 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa PERMIT RE -SUBMIT 07/27/2016 PERMIT SUBMISSION 10/16/2015 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions k ERMIT REV 08/26/2015 ERMIT RE -SUBMIT 07/27/2016 -Via/14t cv ISSUE DATE Sheet Information 2 g 2016 Job Number 161028.000 Drawn BG AA U iN Checked TM N✓� G �,vsN0 Approved TM Title PLUMBING ROOF DRAIN CALCULATIONS E,071VED Sheet 5 I 4 I 3 I 2 JUL 2 zo,s P 00-02 5 1 4 1 3 1 2 1 1 N 0 I B I A F 6 1C SHEETNOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. (IL JATION NUMBERED NOTES: 1O ABC D 3" ST UP 3" ST UP 3" ST UP 3" ST UP PLUMBING FOUNDATION PLAN 3/16" =1'-0" 5 4 3 2 1p 1e0 Np2016 ow �V'v,g� BV��►© E R K I N S.0 + W I L L D I nu r%A 61 11M T/\ nI/ I B I A F 6 1C SHEETNOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. (IL JATION NUMBERED NOTES: 1O ABC D 3" ST UP 3" ST UP 3" ST UP 3" ST UP PLUMBING FOUNDATION PLAN 3/16" =1'-0" 5 4 3 2 1p 1e0 Np2016 ow �V'v,g� BV��►© E R K I N S.0 + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 vvm.perkinswill.com Tukwila Library D 14242 Tukwila International Boulevard IC IB Tukwila, WA 98168 King County Library System PERMIT RE -SUBMIT 07/27/2016 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions 1 1 PERMIT RE -SUBMIT 07/27/16 INOI ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING FOUNDATION PLAN RECEIVED CITY OF TUKWILA UL -2 9 AWL Sheet PO2-00 © 2012 Perkins+Will I C I B I A 5 1 4 1 3 1 2 1 1 1 4"GCO p05 01 OVE WH -1 3/4" CW DN FROM ABOVE, 1CWFU SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. NUMBERED NOTES: 1O PROVIDE AIR ADMITTANCE VALVE AT SINK VENT TERMINATION BELOW COUNTER (OATEY SURE VENT) A I PLUMBING FLOOR PLAN - LEVEL 01 3/16" =1'-0" 5 4 I 3 I 2 G� 41D N211 2 ow 0i p1v\\S�� p,�11,.p1 Z E R K I NJ a) + E I L L U O (L N � M a M o Ncn aa) N i U 5 1 4 1 3 1 2 1 1 1 4"GCO p05 01 OVE WH -1 3/4" CW DN FROM ABOVE, 1CWFU SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. NUMBERED NOTES: 1O PROVIDE AIR ADMITTANCE VALVE AT SINK VENT TERMINATION BELOW COUNTER (OATEY SURE VENT) A I PLUMBING FLOOR PLAN - LEVEL 01 3/16" =1'-0" 5 4 I 3 I 2 G� 41D N211 2 ow 0i p1v\\S�� p,�11,.p1 Z E R K I NJ 4/15/2015 + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.conn Tukwila Library D 14242 Tukwila International Boulevard IC IB Tukwila, WA 98168 g CounEy Library System 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa PERMIT RE -SUBMIT 07/27/2016 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions 1 1 PERMIT RE -SUBMIT 1 07/27/16 IN01 ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A Checked. TM Approved TM Title PLUMBING FLOOR PLAN - LEVEL 01 REGF V TY OF TUKWILA Sheet JUL 2 9 2016 PO4"Imo-A qMIEINT Copyright © 2012 Perkins+Will Imo'. I C I B I A 5 1 4 1 3 2 1 PLUMBING FLOOR PLAN - LEVEL 02 3/16" =1'-0" 5 1 4 1 1 3 1 2 0 CW DN ...... WFU " CW DN SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. B. PROVIDE 314" INDIRECT DRAIN FOR ROOF HYDRANT BARRELL DRAIN. ROUTE TO NEAREST FLOOR DRAIN OR SINK TAILPIECE. E E R K I ...(� *150 + W I E R K I N *150 + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswillxom Tukwila Library D 14242 Tukwila International Boulevard IC B Tukwila, WA 98168 King County Library System '00 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa PERMIT RE -SUBMIT 07/27/2016 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions 1 1 PERMIT RE -SUBMIT _ 07/27/16 N01 ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING FLOOR PLAN - LEVEL 02 CV O F. M O 7 co C N U �I 0 N C U C fo m fo Y 7 U) J U Y LO 0 v 0 L% IL 2 w J LL J Q U O J f-' LU d L) a N O M � O Ch N CO i r � O � D N i U CV N 0 LO N 0) T7 co r O N ti N R C B A 5 1 4 1 3 HWR, CW &HW RISERS DN TO BELOW — 7 P05-01 z 8 HD-1 MECHANI P05 01 20 FD -2 -1 2"VDN 2"VDN 4" V UP FROM BELOW 2 LEVEL 2 -PLUMBING MECHANICAL ROOM PLAN 11 314" CW UP TO ROOF HYDRANT 4" V UP TO VTR, 35 FU SEE MECHANICAL FOR CONT. w _ _ ID 1/411 = 1 1-011 2" CW DN L-2 WHIR — SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. B. PROVIDE 314" INDIRECT DRAIN FOR ROOF HYDRANT BARRELL DRAIN. ROUTE TO NEAREST FLOOR DRAIN OR SINK TAILPIECE. D C P E R K I N S + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com lt�J'iit1:E1 Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King CounTy • System Z MWSP •11 University- 500 ` 98101 1• ••11 mmmspgroup.corn/usa d"9 3 PERMIT RE -SUBMIT 07127/2016 ISSUE FOR BID 4/15/2015 Drawing Issue Date 1 II IIYV IYV 1 1 V VVIYIL IIY VVIY 1llV 1 YY1111 (IVVVV I IVlIV IYlIV V• LEVEL 1 - PLUMBING • RESTROOM PLAN 1/411 = 1 1-011 DF -1 1 DFU DN 2 DFU DN_ B Revisions 009 ila u Olt �. - j�ItAG V\J'S10 2 PERMIT RE -SUBMIT 07/27/16 1 PERMIT REV 8/26/15 NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Copyright © 2012 Perkins+Will I D I C I B 5 1 4 1 3 1 2_ 1 1 WARNING TAPE TRAP PRIMER VALVE T DRAIN RISER... :: VACUUM BREAKER PORT I I zTRACER WIRE ......_ CAULK AIRTIGHT WITH L ACOUSTICAL/FIRE DISTRIBUTION UNIT (WHERE REQUIRED) \ 2"AIR GAP SEALANT :. _. SELECT BACKFILL BACKER ROD ..... , .': ' :� .:. ,� - " �' ., PEA GRAVEL GALVANIZED STEEL STANDPIPE PIPE RISER CLAMP a STEEL OR WOOD SHIM FLOOR DRAIN OR FLOOR SINK WITH TRAP PRIMER INLET 0 O 3/4" NEOPRENE PAD 811 Z ...... ...... RISER CLAMP FINISHED FLOOR SLEEVE i : < TP IN ROCK IN EARTH 2"VENT FLOOR CONSTRUCTION i TYPICAL PIPE TRENCH SECTION i j SCALE: NTS i i NOTES. 4"P -TRAP ' � '/ �• / � � WITH TRAP 1, PROVIDE ACCESS PANEL IN WALLS AT TRAP PRIMER UNIT LOCATIONS. NOTES: PRIMER SAFING BATT INSULATION 4"CONNECT TO CONNECTION SANITARY SYSTEM 0.2500 2. TRAP PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE 1FOUNDATION COMPACTED N MAXIMUM 8" LIFTENT AREAS - SELECT BACKFILL MATERIAL S TO SUBGRADE OF PAVEMENT, FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE. 2, UNDER LAWNS AND OTHER IMPROVED AREAS - COMMON EARTH COMPACTED IN MAXIMUM 12" LIFTS. 3, INSTALL TRAP PRIMER PIPING AND UNIT PER MANUFACTURER'S RECOMMENDATIONS. PIPING MUST SLOPE TO POINT OF CONNECTION 3. IN UNIMPROVED AREAS - COMMON EARTH MOUNDED TO ALLOW NOTE: LOCATE PIPING 1 1/2"MIN. TO DRAIN WITHOUT TRAPS IN PIPING FOR SETTLEMENT. CLEARANCE OF GYPSUM BOARD HUB DRAIN PIPE ISOLATION AT FLOOR FOR WASTE PIPES AND RAIN LEADERS TRAP PRIMER INSTALLATION PIPE TRENCH SECTION S NO SCALE NO SCALE 4 TYPICAL DETAIL NO SCALE 2 TYPICAL DETAIL NO SCALE FOR CONTINUATION & PIPE SIZE SEE FLOOR PLANS PRESSURE & TEMPERATURE HANGER ROD SIZE (SEE SPECS) RELIEF VALVE (TYP.) 1 1.. LSTHERMOMETER WITH1" CW TO HYDRONIC SYSTEM FROM CW MAIN ADJUSTABLE CLEVIS RANGE VANDAL GAUGE COCK (TYP.) SEE MECHANICAL FOR CONT. SHUTOFF ILL ,� � � ` EARTHFOP, CONCRETE OR RESISTANT COVER VALVE, TYP. 112 HWR EXPANSION TANK MARKED "SEWER" THERM-X-TROL SHUTOFF VALUE � CLEANOUT HOUSING; "— ST -5A ASME 1 1 1 LANDSCAPE OR WALK AREAS-CHRISTY BOX VERTICAL — —UNION (TYP.) #F-8 VEHICLE TRAFFIC .., ELECTRIC RECIRCULATING PUMP AREA-CHRISTY BOX STORAGE ARMSTRONG ASTRO 30B -TA RPBP RPBP INSULATION -SEE SPECS o' ���\ j #G-5 OR J.R. SMITH AIR GAP PIPING #4256 HEATER- EWH-3 LOCATE TWO SEISMIC STRAPS PER UPC 510; 4" ABOVE CONTROLS & 20" X 5" CONCRETE RING SEAL AIR TIGHT WITH 11 1 1 1 1 11 f® 01 GALVANIZED RUBBER CAP SECURED TANK DRAIN 3'-0" MAX �— SUPPORT HANGER �\ INSULATION W/BAND CLAMP VALVEr PROTECTION SHIELD AT SMITH #9329 EWH 1/3 DOWN FROM TOP OF HEATER �� \ �� �� i EACH HANGER SUPPORT PIPE (NORMALLY ( \���AS NEEDED)118" BEND � � � � `. CLOSED) HD-10R�� HIGH DENSITY INSULATION FD -2 AS • o FLOOR APMOPRIATE '\ REQUIRED. (AT END ELECTRIC ELEMENT WITH CONTROLS OF RUN USE LONG SPILL TO SWEEP 90° ELL) FLOOR DRAIN DRAIN PAN SAN —►—� FLOOR FINISHED LOWER LEVEL DRAIN Jill NOTE: u u NOTE: R13 INSULATION PAN UNDER HEATER SECURELY SUPPORT BACKFLOW PREVENTER FROM FLOOR AS SHOWN "Y" BRANCH SIZE AS OR FROM WALL DEPENDING ON FINAL INSTALLATION CONFIGURATION. 1. SEE STRUCTURAL DRAWINGS FOR HANGER ROD CONNECTION TO STRUCTURE ELECTRIC WATER HEATER 5 BACKFLOW PREVENTER DETAIL PIPE HANGER AND INSULATION DETAIL GRADE CLEANOUT 7 NO SCALE NO SCALE NO SCALE TYPICAL DETAIL NO SCALE 2 �'"�. v�E pVuk 000P 0 11 '� 2 9 2016 o��uk 4a G�D,NG �u P E R K I N S + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library D 14242 Tukwila International Boulevard Tukwila, WA 98168 IC B 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa PERMIT RE -SUBMIT 07/27/2016 PERMIT SUBMISSION 10/16/2015 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions k ERMIT REV 08/26/2015 ERMIT RE -SUBMIT 07/27/2016 FN_0_F ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING DETAILS Sheet or Copyright © 2012 Perkins+Will N O t I N L LI O NI co 0 &i co M N N � O CD a N E �t y r i I C I A 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 5'-0" 12'-0" 15'-0" 13'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 12'-0" 5'-0" 137'- 0" I I I I LINE OF ROOF BELOW ZINC FASCIA PANEL D1 JOINT DIMENSIONS 11-5 TYP EQ 8'-6" 10'-0" 5'-0" 6'-6" 10'-0" 10'-0" 10'-0" 10'-0" 1' - 41/2" Era_ D1 11-5 c� w 0 0 MEMBRANE ROOF (R-2), BASE BID 0 0 VEGETATED ROOF (R-1), TYP. MEMBRANE ROOF (R-2) 0 0 0 0 MEMBRANE GUTTER, FOOT Cf W V Y i i y V y RFI 6 5' - 0" RFI 62 51. 0" RFI 62 * 5' - 0" C3 TOP OF ZINC WALL PANEL ROOF DRAIN & DS ROOF DRAIN & DS ROOF DRAIN & DS 11 SINGLE SHEET FORMED METAL PANEL SILL BELOW, EP -3 ROOF PLAN 1 3116" =1'-0" 5 I 4 I 3 I 2 0 i C FBI E F ROOF DRAIN AND 'ROOF DRAIN & D OVERFLOW, TYP. SEE WEST ELEVATION FOR ZINC PANEL JOINT DIMENSIONS AT WEST ONLY P oilu1� 2 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinsMII.com Tukwila Libra,er D 14380 Tukwila International Boulevard C B Tukwila, WA 98168 •llCountyMESystem PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date Revisions 2 RFI 06-- -._..__...._ ..... _._........ _... .._......._........................... _......................... 2 4/25/2016 . ......._._................_._._._..._............._......................_...._..............._...._............_.... NO ISSUE I DATE Sheet Information Date 4/07/2016 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A ROOF PLAN RECEIVED CITY OF TUKWILA JUL 2 9 2015 PERMIT CENTER Sheet laRk A0b=01 7 Iff Copyright ©2015 Perkins+Will I D i 4 — PAINTED GWB LID, FASCIA, AND SOFFIT, P-2 1'- 71/2" R-3 e�7 1/4" PER FT. MIN. I I I i:1:..1 . Li . i I i I LL..i:.� _ �. }.:. r.i ,_i..i_.i.i....,.'�'�', a...}.i.. 4 1 .....t_ •r...... A3 SIM \ `CgNCEALED,DU6-1' SEE M50HANICCALi \ 'l •. \ `l, •\ 1, ' � ' ��• \ i. u EAR`$LOT,DIFf~USi ; SEPMECHAN(CBOTTOM OF BEAM BEYOND TOP OF LIGHT FIXTURE, WHERE OCCURS SUSPENDED WOOD �\ \ .I \ I\ • \ CEILING, WDC -1 �'• \ ; \ ' , '• \ \ I \'' �• \ \ I ' PAINTED PLYWOOD OVER 1 1 1 l l\ 1 I METAL DECK, P-2 { ',I 1 `. '• �'. 1, l• ` ` ` SPRINKLER MAIN -SEE FIRE PROTECTION DWG'S (BEAM PENETRATION PER STRUCTURAL) \ .`I ` t \ \ 1 1, \ ' \ , 1• T .l \ . ,. ' B � _ d ° ° .. . d•d a ... d .. - _ ° WALL SECTION AT COMMUNITY MOSAIC, EAST - ; ; TERRA COTTA HEADER, SIM. :.... ......... ..,._:.:..'.... TO [W-1] WALL ASSEMBLY HSS, SEE STRUCTURAL ....................... _...... _........ ...... TERRA COTTA SOFFIT ............................... . ..... _... .......... _......... _.... _.. STRUCT. SEALED GLAZING SYSTEM, GL -1 _..................................... VERTICAL GLASS ACCENT / SHADING FIN- SEE EAST I ELEVATION FOR EXTENT TERRACE PAVING Q WALL SECTION AT MEETING ROOM, EAST FASCIA, ZN-1 SSAAMINATED (ING, WD -1 STRUCTURAL ORIZED AWNIN RE OCCURS JCT. SEALED G CRETE SLAB A TING, SEE STR RACE PAVING n T.O. ROOF - EAST I 320'- 5" SILL @LCLERESTORY 312'-4" o� cV ENLARGED ELEVATION AT MEETING ROOM, EAST 8 $ A i � INTERIOR PANEL, EP -1 z :ALED GLAZING 2 W 0 - LEVEL LEVEL 02 vi 307'- 2" w w a DOOR, FINISH TO tTAINWALL, EP -1 LEVEL 01 296'- 8" PARTIAL ELEVATION -NORTH 1/2" =1'-0" 5 I 4 CLERESTORY GLAZING, GLA FACE OF GLASS BELOW ---------------- LINE OF UPPER / ROOF ABOVE EDGE OF MEMBRANE GUTTER SLOPE TO DRAIN O — SLOPE TO DRAIN ENLARGED PLAN AT CLERESTORY 1/2" =1'-0" 3 METAL COPING, EP - 14 EDGE OF ROOF MEETING ROOM PAINTED AESS STEEL COLUMN, P-5 SLIDING DOOR IAMUNITY 3AIC PAINTED AESS CUSTOM STEEL FABRICATION, P-5 z Z LU 0 c� _ LEVEL 01 296'- 8" 10 R�GOO DN GOD olpp of w G��`G p�s�ar - 130 ENLARGED PLAN AT NE CORNER 0 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.porkinsvAll.com Tukwila Li ra D 14380 Tukwila International Boulevard C B Tukwila, WA 98168 Y �S • A AC PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION z ISSUE FOR BID 04/15/2015 Drawing Issue a o r SILL @LCLERESTORY 312'-4" o� cV ENLARGED ELEVATION AT MEETING ROOM, EAST 8 $ A i � INTERIOR PANEL, EP -1 z :ALED GLAZING 2 W 0 - LEVEL LEVEL 02 vi 307'- 2" w w a DOOR, FINISH TO tTAINWALL, EP -1 LEVEL 01 296'- 8" PARTIAL ELEVATION -NORTH 1/2" =1'-0" 5 I 4 CLERESTORY GLAZING, GLA FACE OF GLASS BELOW ---------------- LINE OF UPPER / ROOF ABOVE EDGE OF MEMBRANE GUTTER SLOPE TO DRAIN O — SLOPE TO DRAIN ENLARGED PLAN AT CLERESTORY 1/2" =1'-0" 3 METAL COPING, EP - 14 EDGE OF ROOF MEETING ROOM PAINTED AESS STEEL COLUMN, P-5 SLIDING DOOR IAMUNITY 3AIC PAINTED AESS CUSTOM STEEL FABRICATION, P-5 z Z LU 0 c� _ LEVEL 01 296'- 8" 10 R�GOO DN GOD olpp of w G��`G p�s�ar - 130 ENLARGED PLAN AT NE CORNER 0 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.porkinsvAll.com Tukwila Li ra D 14380 Tukwila International Boulevard C B Tukwila, WA 98168 Y �S • A AC PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date Revisions ....................................... ............ (..NO...(...........................................ISSUE... ,.............DATE Sheet Information Date 04/15/2015 Job Number 161028.000 Drawn HH Checked RB 112" = 1'-0" Awl Copyright© 2015 Perkins+Will I 1 5 1 4 1 3 F I F 1'-41/2" SLOPED STEEL COLUMN V-41/2" �- SLOPED STEEL COLUMN R-1 I R-1 I I R_2 MEMBRANE GUTTER I R_2 IROOF DRAIN (OVERFLOW BEYOND) I I MEMBRANE GUTTER Jill 1 11 - -- - -111111f I I I -I D — -- - - - -- -In I I— — — — c� w ;, EXTERIOR WALL ASSEMBLY JOGS . .I ER _...._.. TO ACCOMMODATE RAIN LEAD . _ .__ .. _........ .. _.....__... .... _ ............... BEAM GLU LAM L _....- CONCEALED RAIN LEADER .. WALL ......_..._. EXTERIOR FACE OF W _._ . I BRACED FRAME I --I I BRACED FRAME BEYOND wc� I r i I BEYOND CONCEALED HVAC DUCT, SEE MECHANICAL I v I rl W-2 ! I I CONCEALED HVAC DUCT, SEE MECHANICAL LU HSS BEAM, SEE STRUCTURAL I-- .. I ; ; _W W. ;, I I I I STEEL STRUCTURE TO SUPPORT I HSS SUPPORT - SEE STRUCTURAL I PERFORATED ZINC PANEL I 11 I I- W-2 I I I STRUCT. SEALED GLAZING I SYSTEM II I I PERFORATED ZINC PANEL `V I I, I I I II I I I I I I I II I I I I I I ` RECESSED ROLLER i 1/2" PLYWOOD SOFFIT PANEL, WD -2 I I I I SHADE I I I I I I z PAINTED METAL DOWNSPOUT BEYOND I I I w — PAINTED METAL DOWNSPOUT BEYOND, EP4 I l i I I I 10_ I I o — STRUCT. SEALED GLAZING SYSTEM II I II I I SLOPED AESS PAINTED STEEL COLUMN, M I I I SLOPED AESS PAINTED STEEL COLUMN II rn WOOD SILL, WD -4 I i WOOD SILL, WD4 I I I I I I I I +299'- 0112" II °- I I W-3 I I I I e I I I I II CAST IN PLACE ARCHITECTURAL I I I CAST IN PLACE ARCHITECTURAL F1 I �° CONCRETE WALL F1 II i i W-3 N CONCRETE WALL I II LEVEL 01LEVEL 01 — — — 296'- 8" — d , .. ° ° — — 296'- 8" V `l J as o.A U d O • ..: °: •a:•:<:..•.'••<'° •°. .°. •`: •- \ •- - - - - - -- -- - - - - � WALL LAYOUT SLOPED WALL LAYOUT POINT ° - SLOPED L-11 _..-_.._ ...._ ...._...._ ...._ _.... _.._ -..... _.......v...., . 44. t.. I I i Will _.... _. _..................._.._ - ....... POINT CONCRETE FOOTING - c. SEE STRUCTURAL CONCRETE FOOTING - SEE STRUCTURAL WALL SECTION AT WEST PERF PANEL 1/2" = 1'-0" B A WALL SECTION AT WEST WALL 112" = 1'-0" 5 1 4 1 3 WEST WALL - PARTIAL ELEVATION 9 10 ENLARGED PLAN AT WEST WALL - UPPER WALL (12'-011 AF 112" = 1'-0" SUNSHADE BEYOND a STRUCT. SEALED GLAZING SYSTEM CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE WALL LEVEL 02 307'- 2 LEVEL 01 296'- 8" STRUCT. SEALED GLAZING SYSTEM CROSS LAMINATED TIMBER PANEL CONTINUOUS ZINC FASCIA, WITH FULLY FORMED CORNER AT TRANSITION FROM ROOF TO SLOPED RAINSCREEN ZINC PANEL RAINSCREEN HVAC DUCT LINE OF WALL ABOVE - - - - - F STRUCT. SEALED GLAZING SYSTEM --------------------------------------- ------------------------------------- CROSS LAMINATED I TIMBER PANEL, WD -1 ....... .... . ................... ... ...... .. .............,:. I I CONTINUOUS ZINC FASCIA, WITH ___ __ _ ___ _paw.-�_ FULLY FORMED CORNER AT — __.___-_..� _ - - - ——- — - r- --- - ----------- ------ ------------------------- - - - - -- ---- — � TRANSITION FROM ROOF TO SLOPED RAINSCREEN A11-23 1'-10" PAINTED METAL DOWNSPOUT SLOPED 2 SIDED STRUCT. SEALED GLAZING SYSTEM 0i PERFORATED PERFORATED ZINC PANEL MTD. TO WINDOW WALL VIA ALUM. ZINC PANEL ,�� OUTRIGGER CLIPS O %0 AFF �'`�� ENLARGED PLAN AT WEST WALL PERF PANEL 8'-0" �G 2g 24 3 1/2" =1'-0" A i 0 1311'D ItAG PERFORATED ALUMI PLATE SUNSHADE (SEE B2/A11-22 FOR NOTES IN COMMON) STRUCT. SEALED GLAZING SYSTEM, GL -2 - - - - - - - - - - - F PAINTED AESS STEEL COLUMN, P-5 ALUMINUM CLOSURE PANEL AT CORNER, EP -1 BUILT-IN WORK SURFACE I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J PAINTED METAL DOWNSPOUT, EP -1 Ar A11-23 S ED ZINC WALL ABO i " ED TAINWALL ENLARGED PLAN AT WEST WALL AT GLAZED CORNER - 4 -6 AFF I 3 1/211 = 11-01, 2 1 D C B F E R -- I I N S + C3 I L I 1 -� ZINC WALL PANEL, ZN-1 CD B3 A, I A511 C5 A11-54 11- " 3000000000000000000 0000.o0o006060,000000 00000000000000000 -0 OBJ 0000000'00 04�C?000` T )000000000000000000 000000000000000000`0 00000000000000000 O oo OOo000oo0 oo, oOo' }0000000000 00000 0000000000000000000 00000000000000000 0 00'(000000000 000000 C4 D5 )000000000 0000 o000000000000000000 00000o00000'000000 o o0 0o0000000 000000 )000000000 0000 0000`000000000000000 0000000000000Ooi00 O Oo 000000000' 11- 11-54 )00000010000 00000 0000000000000000000 000000000000000`00 0 00 0000000000000000 )Oo00oo00000000o0o0 o00000o00000o0o0o0o 00000000`000000000:0 000000000000000000 )000000`000000000000 0000000000000000000'00000000000000000 O 001000000000x000000 )00000000.0000000000 000000,0000000000000 00000000000000000 0 00000000000 000000 )000000'<o00000000000 000000000000000000`0 o0000000000000000 0 0000000000 000000' ------- --- PERFORATED ZINC PANEL, ZN-2 A2 A3 A4 11- 11- 1-54) WEST WALL - PARTIAL ELEVATION 9 10 ENLARGED PLAN AT WEST WALL - UPPER WALL (12'-011 AF 112" = 1'-0" SUNSHADE BEYOND a STRUCT. SEALED GLAZING SYSTEM CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE WALL LEVEL 02 307'- 2 LEVEL 01 296'- 8" STRUCT. SEALED GLAZING SYSTEM CROSS LAMINATED TIMBER PANEL CONTINUOUS ZINC FASCIA, WITH FULLY FORMED CORNER AT TRANSITION FROM ROOF TO SLOPED RAINSCREEN ZINC PANEL RAINSCREEN HVAC DUCT LINE OF WALL ABOVE - - - - - F STRUCT. SEALED GLAZING SYSTEM --------------------------------------- ------------------------------------- CROSS LAMINATED I TIMBER PANEL, WD -1 ....... .... . ................... ... ...... .. .............,:. I I CONTINUOUS ZINC FASCIA, WITH ___ __ _ ___ _paw.-�_ FULLY FORMED CORNER AT — __.___-_..� _ - - - ——- — - r- --- - ----------- ------ ------------------------- - - - - -- ---- — � TRANSITION FROM ROOF TO SLOPED RAINSCREEN A11-23 1'-10" PAINTED METAL DOWNSPOUT SLOPED 2 SIDED STRUCT. SEALED GLAZING SYSTEM 0i PERFORATED PERFORATED ZINC PANEL MTD. TO WINDOW WALL VIA ALUM. ZINC PANEL ,�� OUTRIGGER CLIPS O %0 AFF �'`�� ENLARGED PLAN AT WEST WALL PERF PANEL 8'-0" �G 2g 24 3 1/2" =1'-0" A i 0 1311'D ItAG PERFORATED ALUMI PLATE SUNSHADE (SEE B2/A11-22 FOR NOTES IN COMMON) STRUCT. SEALED GLAZING SYSTEM, GL -2 - - - - - - - - - - - F PAINTED AESS STEEL COLUMN, P-5 ALUMINUM CLOSURE PANEL AT CORNER, EP -1 BUILT-IN WORK SURFACE I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J PAINTED METAL DOWNSPOUT, EP -1 Ar A11-23 S ED ZINC WALL ABO i " ED TAINWALL ENLARGED PLAN AT WEST WALL AT GLAZED CORNER - 4 -6 AFF I 3 1/211 = 11-01, 2 1 D C B F E R K I N S + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Li ra 14380 Tukwila International Boulevard Tukwila WA 98168 PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION 07129/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date Revisions ISSUE DATE Sheet Information ate 04/15/2015 S1014 b Number 161028.000 Drawn HH Checked RB Approved KK Title A ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS IRECEIVED CITY OF TUKVVILA JUL 2 9 2016 Sheet m2a Copyright © 2015 Perkins+Will I D 1 I. 5 1 4 1 3 1 2 1 1 E R K I N %S0 + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441 A981 www.perWnswill.com Tukwila Library D 14380 Tukwila International Boulevard C Tukwila, WA 98168 il.inom •_County Library System ................I............... � DATE Sheet Information Date 04/15/2015 Job Number — — — — — — — — — — SILL CLERESTORY LL 8153 REGISTERED ARCHITECT KK Title 312'- 4" EXTERIOR DETAILS RECEIVED GUTTER SLOPES TO DRAIN - CITY OF T I..IKWILA - -- PERMIT CENTER TAPERED INSULATION BELOW KAYKORNpVICH --------------- SHEATHING PROVIDES SLOPE STATEOFWASHINGTON A FLASHING PER ROOF a, MANUFACTURER (30 YR. WARRANTY) 00 8" 2 314" 4" ...j....;......1 . , , 6"I I 6" ROOF MEMBRANE TO WRAP UNDERSIDE OF BLOCKING SLOPE -- -�+--- SLOPE PRE -FINISHED EDGE METAL WITH 4" HORIZONTAL LEG, EP -2 PLUMBING PERMIT RESPONSE 07/29/2016 .. j M FOR CONSTRUCTION07/29/2015 I r 1 1 f i =,; I "' ISSUE FOR BID 04/15/2015 . 11;... 1 t- V B Drawing Issue Date ................I............... � DATE Sheet Information Date 04/15/2015 Job Number 161028.000 Drawn Author Checked LL .'. 1 KK Title A EXTERIOR DETAILS RECEIVED CITY OF T I..IKWILA - -- PERMIT CENTER Sheet --------------- , , , ...j....;......1 . , , CLOSED CELL SPRAY FOAM INSULATION NONE AT SIM. F I- - - i STEEL PER STRUCTURAL I� A a GWB (NONE AT SIM) 1 i 11. i —------------ ,• II h ( CONTINUOUS VAPOR BARRIER j I` f i k 1 J' l I i I LOW ROOF AT GUTTER 5 1 4 1 3 311 1 -pit J A 16 GA. METAL BRACKET TO SUPPORT ROOF EDGE ASSEMBLY PER WALL SECTION (NO BATT OR SEMI RIGID INSULATION AT SIM) BLOCKING AS REQUIRED REVIE�� FOR COpE COM NCI x1ppROWU AUG 2 g 2016 City of Ila 'A PANELS TERRA COTTA SOFFIT 4RD SHEATHING, FRAMING SISTANT BARRIER HEATHING L -[.I.., %a. I A SOFFIT PANELS Revisions ................................................................................................................ INO� ISSUE ................I............... � DATE Sheet Information Date 04/15/2015 Job Number 161028.000 Drawn Author Checked LL Approved KK Title A EXTERIOR DETAILS RECEIVED CITY OF T I..IKWILA JUL 2 9 2016 PERMIT CENTER Sheet N C B A N O r Ln r O N co N r - A 4 3 1' - 4 119" 2 1 METAL OA METAL ROOF 311 = 11-011 SLOPED I I I I HVAC PER MECHANICAL j I I I I I HSS PER STRUCTURAL I CROSS LAMINATED TIMBER WALL PANEL, ' WD2 --+-- I I � I 1/2" PLYWOOD SOFFIT PANEL, WD -2, ALIGN JOINTS WITH CENTERLINE OF WINDOW MULLION LINEAR DIFFUSER PER MECHANICAL CONCEALED MOTORIZED ROLLER SHADE - PROVIDE VERTICAL CHANNELS AT EACH VERTICAL MULLION 1 I 1 WE 91 w ll HORIZONTAL JOINT ATSOLID/PERFORATED METAL PANEL 311 = 1'-011 E Z O Z Lu0 Z O H W co J J IGE AT GUTTER - SLOPE TO NN 'ERED INSULATION, SLOPE AT 'PER FOOT MIN. C PANEL TO CAP TOP OF LL ASSEMBLY T.O. ROOF - WEST 314'- 0" LINE GUTTER WITH ROOF SUBSTRATE / COVER BOARD BLOCKING AS REQUIRED PMMA FLASHING TO LINE GUTTER OVER BASE PLY OF ROOF MEMBRANE VAPOR BARRIER/TEMPORARY ROOF LIQUID FLASHING ZINC PANEL RAINSCREEN ASSEMBLY [W-2], SEE A00-40 FOR ASSEMBLY DETAILS SILL @ CLERESTORY AK 312'- 4" ZINC PANEL RAINSCREEN ASSEMBLY [W-2], SEE A00-40 FOR ASSEMBLY DETAILS STOP VERTICAL Z FURRING ABOVE STEEL FRAMING FOR PERFORATED SCREEN SUPPORT LIQUID FLASHING'FLANGE' AROUND STEEL PENETRATION, ALL SIDES - 9" MIN. PAINTED STEEL FRAMING TO SUPPORT PERFORATED ZINC PANELS, EP -4 i� � PERFORATED ALUMINUM CLOSURE PANEL SEE D2/A11-53 FOR FLASHING DETAILS C` NG Z,\Njxs\0VA M C u A P E R K I I I A 1 �I I L Drawn I Checked Checker ■11 I �: I� HORIZONTAL JOINT ATSOLID/PERFORATED METAL PANEL 311 = 1'-011 E Z O Z Lu0 Z O H W co J J IGE AT GUTTER - SLOPE TO NN 'ERED INSULATION, SLOPE AT 'PER FOOT MIN. C PANEL TO CAP TOP OF LL ASSEMBLY T.O. ROOF - WEST 314'- 0" LINE GUTTER WITH ROOF SUBSTRATE / COVER BOARD BLOCKING AS REQUIRED PMMA FLASHING TO LINE GUTTER OVER BASE PLY OF ROOF MEMBRANE VAPOR BARRIER/TEMPORARY ROOF LIQUID FLASHING ZINC PANEL RAINSCREEN ASSEMBLY [W-2], SEE A00-40 FOR ASSEMBLY DETAILS SILL @ CLERESTORY AK 312'- 4" ZINC PANEL RAINSCREEN ASSEMBLY [W-2], SEE A00-40 FOR ASSEMBLY DETAILS STOP VERTICAL Z FURRING ABOVE STEEL FRAMING FOR PERFORATED SCREEN SUPPORT LIQUID FLASHING'FLANGE' AROUND STEEL PENETRATION, ALL SIDES - 9" MIN. PAINTED STEEL FRAMING TO SUPPORT PERFORATED ZINC PANELS, EP -4 i� � PERFORATED ALUMINUM CLOSURE PANEL SEE D2/A11-53 FOR FLASHING DETAILS C` NG Z,\Njxs\0VA M C u A P E R K I N S + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.porkinsvAli.com 14380 Tukwila International Boulevard Tukwila, WA 98168 PLUMBING PERMIT RESPONSE 07/29/2016 FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date Revisions ..... .. ISSUE J DATE Sheet Information Date 07/29/2015 Job Number 161028.000 Drawn Author Checked Checker Approved Approver Title @ 2015 Perkins+Will CV Q 0 2 a 14, M r O N N N FBI C B A 5 ABBREVIATIONS . ..... ....... ... . AD I AREA DRAIN ... ELECTRIC WATER HEATER SCHEDULE ...... __. .......... ... ....... . AFF , ABOVE FINISHED FLOOR .......... . ........................ .. .................. ............. ............. ................ ............ ..... ..11....11 ._.......... MARK ... . ...... ........ ............ _......... AP ACCESS PANEL ......I. ......... ...... ......._ _ ._ ........ ........ ... SLEEVE . ... I .. _ . _ ......... ......... ......... ............ ....... ........... BLDG BUILDING ........ ........ ...1111.. ..1111.. ..1111.. ..... .... RECOVERY (GPH) .... .11..11....... .......... ...... . BOB i BOTTOM OF THE BEAM PUMP ..... ...... ..... .... .. ....... .......... ... ... BOP BOTTOM OF PIPE .......... ....._ .............. .... ..... ....... ......... METER ... ....1..1 .1 1 .. ... .1...".1... .... , BT I BATH TUB I - ...._..._ ._ _.__ _ BV BALANCING VALVE ..... .............I............ ........ ......... . CA COMPRESSED AIR :__ . I . _ ._ _ _ WATER HAMMER ARRESTER _ CDCONDENSATE DRAIN 0 0 1 _I ... ......1 .................1........11. ............................................... ..........1......1..11.. .....11......11 CFH CUBIC FEET PER HOUR . __ _ i 25 I.1..1.1 _.11- __ _..__.__ ___ CFM :CUBIC FEET PER MINUTE..... FLOOR SINK ............................................................................................................................................................................................ 1 .....111....................................... CFS ' CUBIC FEET PER SECOND ... O 0 I CI ! CAST IRON ........ .. ........... . 11 . ........... .................... ...... .......I..... AO SMITH DSE 30 ...... .. .. .....11.1.1.. ......... ... .1 ..... 11 ..... .. ..... . CLG ' CEILING i ROOF DRAIN --- . CO , CLEANOUT ... ..... _ .I ....... ..........."I O COTG CLEANOUT TO GRADE _ .. ... CONN CONNECTION .1.1....... _..._ _._ POINT OF CONNECTIONNEW TO EXISTING) ) ... CONT CONTINUATION ....... __. ...... ....... 8300 ...1........1....11 .... .... .1 .... ...11....1......1.. . .. .......... CP I CIRCULATING PUMP BOTTOM PIPE CONNECTION .. ... 1111.. . .............. ................ .. ... 1111.. . __... ... CV 1 CHECK VALVE ........ NOTES: 1 . LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C .... ........ ........ CW ; COLD WATER TOP PIPE CONNECTION . .. DF i DRINKING FOUNTAIN .I ..... ........... .......... ....... ......... .......... ......... _ . ........ ......1111 ..... ........ ....... ...... . ... DIA DIAMETER OC .. ...... . .._ ..... ..... ... _.... _ DN I DOWN I.. I P -TRAP i .. ... ..... .. DR DRAIN I. .....,.... 2 ............... ......... _ ...,....... ... .,.................1..1.....1.1_... ........... .................. .......... . ........... ................ 11 .......11....... ... ..,,. DROP DROP (WITHIN FLOOR) .................... LAVATORY . .................... ................. ............... ....... ........ DWP ' DOMESTIC WATER PUMP . _... _ I CLEANOUT/PLUG . .. .. _ 1-1.1.11 . ...... ..... .... DWG DRAWING . ................ . (E) i EXISTING ....... EL ELEVATION ...... ....... ............ .......... ..................... ............ ...... ................................... PIPE UP .1.1..1................ .............. ........ .......... ...................... : .. ..1.........11..1.... ..1.1.....11 ...... ......... ........ ..11...1..1 ............ ET ; EXPANSION TANK _ _ . SINK . _ _ . EWC ELECTRIC WATER COOLER .... . ..... ._ EWH ! ELECTRIC WATER HEATER ......... ,. ........ ........ ........ ... ............. ..... ..... 1. I—-, ..... ........... CHANGE IN PIPE ELEVATION FCO FLOOR CLEANOUT ....... ....... ....... .. ....... .. ... ... .. - ....... ....... ....... ... ........................... ... .1111.................. ........... .................. ......... ............... ... FD ' FLOOR DRAIN ._.. _ 2 _ _ _ .._ FL li FLOOR PITCH PIPE DOWN IN DIRECTION OF ARROW ...................................................................................................................................................................................................................................................................................................................................................................... FLH FLOOR HYDRANT ELKAY LRAD2522 WITH CHICAGO 786E3SW FAUCET .._ ..._._. FS FLOW SWITCH ..... ......................... ........... ......... ............. ............... ............................................. ......... ......... ...... .......... .......... .... ... .......... .......... ........... . ..... ....................... ......................... 1-1/2" ........ ........ ............. ................................................. ............................. .- FSK FLOOR SINK ........ ........ ........... ........ ....... .....I...... ........... ......... . ........... ..........1.1-1 I ... ...... 1/2' .. . .............. FT FEET 11 1 1.. . . 2, 4,5 . FU FIXTURE UNIT .... ...... .111..1 .... . .... ....... _ . .... .... ....... ........ DRINKING FOUNTAIN ....................... GAL i GALLONS ... .. _.. ........... I :.. ELKAY EDFPBMV117C ....... ........ _ GD GARAGE DRAIN ......... ....... ............ . ....... ........ 1-1/2" ........ .......... . GPM j GALLONS PER MINUTE ... _ ..... 1/2" ................. ............ ...... ......... . "........-I..............' ......... .......... 11"...".11._.......... . GWH ' GAS WATER HEATER ...... ..... ... .... ....................... ........ . ..1111 . ..... ...................... ..... ......... .... ......... .......... ..1...1 ..... GWS , GRAY WATER SYSTEM JANITOR SINK .. _ __ ........ _ .. ... GV GATE VALVE FIAT MSB -3624 WITH CHICAGO 897 FAUCET ................. ....... ........... . ........ ........ ..... _ ... ....... ....... ......... .......... HB.HOSE BIBB ._. 1-1/2" . _...-.. ......... . . ........ ... ..... _ .. _ . HD HUB DRAIN 1/2" .. _....... ...... ......... ...... HW HOT WATER .11 HWR HOT WATER RETURN ..... ROOF HYDRANT .......... .1.1.....1.1 ....... ......... .111.1...... .. ........ ...................... .... ....... . .... ..... . ... .... .... _...... . HXHEAT EXCHANGER WOODFORD SRH -MS _ _ __ _ __ _1_. _111 _ 1._ __ ID ! INSIDE DIAMETER ..... ... - . ... ................... .. .. ....... .... ..... .... ......_ .. .................. .......... IE INVERT ELEVATION ._ 3/4" IN : INCH ....... ............................ 111. _ IW INDIRECT WASTE ... I WALL HYDRANT _ _. _ __. _ _ ... --- _ L LAVATORY WOODFORD B65 ........... .... ........ ............................ I 7 ....... ......... ....... ...... LDR I LEADER - 4 ABBREVIATIONS .... ....... ...... ....... ... ................. ... POC ' POINT OF CONNECTION ELECTRIC WATER HEATER SCHEDULE .._. .... .__ _ PRV : PRESSURE REDUCING VALVE ....... MARK ....... .............. ...... ..... . ......:.. ....... ..... ......... .......... ..._... ......... ...,...I ......... % PSI POUNDS PER SQUARE INCH ... SLEEVE . ... I .. _ . _ ...... ... I ..... .......... ._........:....... ........... ....... ..........._ ....... ... ...... .... .1.111 ... ........_ PSIG ' POUNDS PER SQUARE INCH (GAUGE) RECOVERY (GPH) ............ ....... .... ........ ......... ........ ............ ....... ......... ......... ..1....I ........ ........ RC ; ROOF RECEPTOR PUMP ..... ...... ........ .. ...... RD ROOF DRAIN ......... METER ..... ... ..... ... .1 ... ........ ...... .......... ........ ............. ..... . ........ ....... , 11 ....... RISE RISE (WITHIN FLOOR 1 I - :..:. ....:. :C..... . . C. R BP RED CED RESS RE BA KFLO PRE ENTER ......... . ......... 1111.. RW I RECLAIMED WATER WATER HAMMER ARRESTER ._ , ....__.. ... -... ._ .. _ . _ _ _ SA I SHOCK ABSORBER 0 0 1 _I .......1. -.. .... ........ ...... .................................................... ........................................................ ...................... ............ .1..........1 ...1.......1. .. SAN ; SANITARY 25 . .. 1- _ ___ 1 .._ _ .__ _.._ _ ._._.... _ .__ SD SMOKE DETECTOR FLOOR SINK ............................................................_!.........................................................................................-..................................................................................................-................................................................................... SF........ SQUARE FEET ... O 0 I .. -.1.1- SH , SHOWER .. .1..111 AO SMITH DSE 30 ..................... I ...... ... ........ .....1.. 11....1. ............ .. ..... ..1111. SK I SINK _ _.._ _ --- i ROOF DRAIN _ - 11.11- _ _ _ _. SPD I SUMP PUMP DISCHARGE ... ..... _ .I ....... ..........."I O ......................... ........ ...........,............. 1. 11.....1... ....... 1.1..1.. 1......... . JS JANITOR SINK ... .... ... _ ... . ST I STORM PIPING ......... ....... ........ ......... .. ........ ...... ..I........ ...... ... .... ........ _ .......... .1.1....... _..._ _._ POINT OF CONNECTIONNEW TO EXISTING) ) ...... I ....... ......... TRENCH DRAIN 8300 .TO ...... .. ...... .. .1I. .1.11... ..1.....1.1.1... ....... TH TOTAL DISCHARGE HEAD D BOTTOM PIPE CONNECTION .. ... 1111.. . .............. ................ .. ... 1111.. . TMV TEMPERATURE MIXING VALVE NOTES: 1 . LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C TOP TOP OF PIPE TOP PIPE CONNECTION .. ..... ......... .. .. TOS TOP OF SLAB .I ..... ........... .......... ....... ......... . ......... ........... ...... ...1..111... .......... .. ................ .11..........1....1................................. .............. ... .... .......... _...... ............. ...... . ........... TP i TRAP PRIMER OC ......... ... ........._ ......... .1111 .. ... ... ..... ._ .__. TPV i TRAP PRIMER VALVE I.. I P -TRAP i ... ........ .......... ................................................ .......................... ..... ....... ......... ..................... ......... . ........... TS i TAMPER SWITCH 2 . .... .. 11 TYP TYPICAL LAVATORY .... ............ ....... ......... ......... ............... ......... UON I UNLESS OTHERWISE NOTED I CLEANOUT/PLUG "...' ....... .... _ ..... ....I ............ ............... ............. _) ....... . .. ... ...__ . . ...... .. . UP i UP PENETRATES FLOOR SLAB . ...... ........ ....... ............... 1. ....1........11.....1.......... 1.I. .1 11 ................................ .............1.....1........1.......... ..... ............................ URURINAL ....... . __ ...1.1.1.1_. _ _ .__ ___.1 -, ...____. .....11 ... __- V VENT ...... ....... ............ .......... ..................... ............ ...... ................................... PIPE UP .... .......... ..11.11... ........ ........ ......... ...11..11... ...... . ............. VB VACUUM BREAKER SINK _._ ._. _ -- VTR . VENT THROUGH ROOF ..... ._ ............................................ ..... ........................................................................................................................... WC WATER CLOSET ......... ,. ........ ........ ........ ... ............. ..... ..... 1. I—-, ..... ........... CHANGE IN PIPE ELEVATION 1-1-1-1--- __ _ __ _ _.. __ ._ _. _ --- - _ _ __ __ _ __ _ - _ - Z1H P%E HYDRANT ....... ....... ... 21 2 1 P E R K I N 5 + W I L L PLUMBING LEGEND AND ABBREVIATIONS LEGEND MISCELLANEOUS LEGEND (CONTINUED) PIPING LEGEND ELECTRIC WATER HEATER SCHEDULE ECCENTRIC REDUCER (E.R.) MARK DESCRIPTION SLEEVE . ... I .. _ . _ = . _ 1. _ . - ___ RECOVERY (GPH) I PUMP M j METER REMARKS I - HOSE BIBB ......... . ...... ........ ... WATER HAMMER ARRESTER . 0 0 1 _I FLOOR DRAIN, AREA DRAIN, PLANT DRAIN, GARAGE DRAIN __ __ 25 0 K2 I FLOOR SINK . ... O 0 I ROOF RECEPTOR AO SMITH DSE 30 0 i ROOF DRAIN ......... ....................... ... ..... _ .I ....... ..........."I O ........... ..... ................ .......... 1OVERFLOW ROOF DRAIN 1--___-,_ .. ... .--_._._._ __ ._...__ .1.1....... _..._ _._ POINT OF CONNECTIONNEW TO EXISTING) ) 1 8300 40 BOTTOM PIPE CONNECTION .. ... 1111.. . .............. ................ .. ... 1111.. . ............. ......... ........ '" NOTES: 1 . LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C D_ TOP PIPE CONNECTION .................... .. I..... . .I ..... ........... .......... ....... ......... I.. ......... VALVE IN VERTICAL OC 1-1/4" I.. I P -TRAP i 1/2" 2 FLOOR CLEANOUT/GRADE CLEANOUT LAVATORY LAVATORY, WALL HUNG, SENSOR OPERATED, ADA I CLEANOUT/PLUG .......................................................................................................: C . ... ..................... ................................. .............. ........._..............................................._......... ..... ... .......... ........ ......... ........... I PIPE DOWN 1 ....... ........ ...... ....... ............ .......... ..................... ............ ...... ................................... PIPE UP E SINK CAP ..... ._ . ..... ......... ....I.... &-D ......... ,. ........ ........ ........ ... ............. ..... ..... 1. I—-, ..... ........... CHANGE IN PIPE ELEVATION 1-1/2" ....... ....... ... .... . ..... ................. .......... _ _ .. .._.._ .... ARROW INDICATES DIRECTION OF FLOW 2 SK -2 PITCH PIPE DOWN IN DIRECTION OF ARROW BREAK ROOM, SINGLE COMPARTMENT ELKAY LRAD2522 WITH CHICAGO 786E3SW FAUCET INSULATED AND HEAT TRACED PIPING PIPING LEGEND ELECTRIC WATER HEATER SCHEDULE - - MARK DESCRIPTION ....:...... . _.._... .......... ._...... ........ DOMESTIC HOT WATER PIPING SERVICE RECOVERY (GPH) TEMP RISE I (DEG F) .1 ._ _ ._ TRAP PRIMER ELECTRICAL DATA BASIS OF DESIGN REMARKS V PH WATTS AMPS EWH-1 ELECTRIC TANK (30 GAL) WATER HEATER JR SMITH RESTROOM CORE 25 100 208 1 6000 28.8 AO SMITH DSE 30 2 EWH-2 ELECTRIC INSTANTANEOUS WATER HEATER JR SMITH SK -1 IN MEETING ROOM 1 51 208 1 8300 40 EEMAX SP 8208 FC 1 NOTES: 1 . LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C EXPANSION TANK LAVATORY . PIPING LEGEND A2 S PLUMBING WATER - - : DOMESTIC COLD WATER PIPING ...... . ......... ...... .........11...11. ...... .... _.... ......... -- ....:...... . _.._... .......... ._...... ........ DOMESTIC HOT WATER PIPING . --- _ DOMESTIC HOT WATER RETURN PIPING .. _ TP .1 ._ _ ._ TRAP PRIMER ......... .. ......... ........... IRR .... ... ....... .......... ........... ...._.......... I ' IRRIGATION PIPING ................ ........ .._ ........ .........1..11...1........... ..... ....... ....1...111. ...... ........ NPW 1..11.1 .... I NON -POTABLE WATER TW TEMPERED WATER GWS I GRAY WATER SUPPLY MECH RM FLOOR DRAIN JR SMITH A2 S PLUMBING WASTE/VENT/STORM SAN I SANITARY (ABOVE FLOOR) i ....................... ........... ............... _ .... ........ — — SAN — — ; __ . __ .......... . ......I .. .. ....... ..I... ......... ........ .... ... .... . .................... ........ . SANITARY (BELOW FLOOR) .. 11 11 I.".. __ ._._. I ___ . ----- V ----- I I VENT PIPING _ _ _._ .... .... - 1.._ _ I ST D IN STORM RA PIPING NG .. I.- .. _ .._ . i — IW — i ....... ....__.. .. ... ....... I_ 111. _.. INDIRECT WASTE PIPING ...... .. I.... ........ ......... .. CD h ............ ..... ..... ... ............ .......... ........................................... CONDENSATE DRAIN PIPING A2 S PLUMBING BACKFLOW PLUMBING DRAIN SCHEDULE LOCATION TYPE DESCRIPTION MANUFACTURER MODEL NO. GRATE SIZE NOTES FD -1 FLOOR DRAIN - JR SMITH 2005-A-NB-PO50 CIRCULAR 2" FD -2 MECH RM FLOOR DRAIN JR SMITH 2110 -S -H -M RECTANGULAR 3" HD-1 H D KOHLER K-4325, BEMIS 1955C SEAT, SLOAN WETS 2050.1401-1.28 G2 FLUSHOMETER 4" NAoef 4"e=s 1 RD -1 ROOF DRAIN JR SMITH 110-YO3 CIRCULAR 3" ORD -1 ROOF DRAIN NOTES: 1. SEE PLUMBING DETAILS SHEET. JR SMITH 111-YO3 CIRCULAR 3" A2 S PLUMBING BACKFLOW PREVENTION DEVICE SCHEDULE DESIGNATION NO. LOCATION SERVICE CAPACITY [GPM] V SIZE [INCHES] PRESSURE [PSI] MANUF. & MODEL REMARKS INLET OUTLET RPBP-1 MECH ROOM 201 HYDRONIC MAKEUP 20 1" 1"1 58 46 1 WILKINS MODEL 975XL I PIPE DISCHARGE TO DRAIN PLUMBING FIXTURE SCHEDULE MARK FIXTURE DESCRIPTION BASIS OF DESIGN (PER KCLS STANDARDS) CONNECTIONS REMARKS W V TRAP CW HW WC -1 WATER CLOSET WATER CLOSET, DUAL FLUSH, ADA KOHLER K-4325, BEMIS 1955C SEAT, SLOAN WETS 2050.1401-1.28 G2 FLUSHOMETER 4" 2" 4" 1" - WC -2 WATER CLOSET WATER CLOSET, DUAL FLUSH KOHLER K-4325, BEMIS 1955C SEAT, SLOAN WETS 2050.1401-1.28 G2 FLUSHOMETER 4" 2" 4" 1" - UR -1 URINAL WATERLESS URINAL SLOAN WES-1000 1-1/2" 1-1/2" 1-1/2" 3/4" - 1 L-1 LAVATORY LAVATORY, WALL HUNG, SENSOR OPERATED, ADA NAMEEKS MODEL NO. 758711 WITH TECHNICAL CONCEPTS MILANO AUTOFAUCET 1-1/4" 1-1/2" 1-1/4" 1/2' 1/2" 2 L-2 LAVATORY LAVATORY, WALL HUNG, SENSOR OPERATED, ADA KOHLER K-2005 SINK WITH TECHNICAL CONCEPTS MILANO AUTOFAUCET 1-1/4" 1-1/2" 1-1/4" 1/2' 1/2" 2 SK -1 SINK KITCHENETTE, SINGLE COMPARTMENT ELKAY DLR-191910EK WITH CHICAGO 786E3SW FAUCET 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" 2 SK -2 SINK BREAK ROOM, SINGLE COMPARTMENT ELKAY LRAD2522 WITH CHICAGO 786E3SW FAUCET 1-1/2" 1-1/2" 1-1/2" 1/2' 1/21' 2, 4,5 DF -1 DRINKING FOUNTAIN BI -LEVEL, ADA ELKAY EDFPBMV117C 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" JS -1 JANITOR SINK FLOOR MOUNTED, CORNER SERVICE SINK FIAT MSB -3624 WITH CHICAGO 897 FAUCET 3" 1-1/2" 3" 1/2" 1/211 RH-1 ROOF HYDRANT NON -FREEZE ROOF HYDRANT WOODFORD SRH -MS - - - 3/4" - WH -1 WALL HYDRANT NON -FREEZE WALL HYDRANT WOODFORD B65 - - - 1 3/4" 1 - 3 GENERAL: A ALL PLUMBING FIXTURES AND ACCESSORIES LISTED ARE KCLS STANDARDS AND SUBSTITUTIONS ARE NOT ALLOWED. NOTES: 1 CW TO BE PIPED TO FIXTURE AND CAPPED IN CHASE. 2 PROVIDE WITH THERMOSTATIC MIXING VALVE 3 OR ACCEPTABLE EQUAL BY ZURN MANUFACTURING 4 PROVIDE GARBAGE DISPOSAL, INSINKERATOR, BADGER, 5XP 5 PROVIDE INSTANT HOT WATER DISPENSER, INSINKERATOR, HOT1 5 4 E 1 2 FAI RE��� MPS PNCC �Qp p�CP��yEO g �6 0 2p1 . Ci1a�oN cu1gp� � zo_x._'�� M IC B 1 221Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library JT System t �w y'_'_ 11 s x 600 University St., Suite 500 Seattle, WA 98101 206 342-9900 www.wspgroup.com/usa rou .com/usa Revisions kPERMIT ERMIT REV 08/26/2015 RE -SUBMIT 07/27/2016 NO I ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A . Checked TM Approved TM Title PLUMBING LEGEND ABBREVIATIONS AND SCHEDULES F E`;✓EIVED Sheet CITY OF TUKWILA J JIL 2 9 2016 we Adl�mhl P00=01A Copyright © 2012 Perkins+Will PERMIT RE -SUBMIT 07/27/2016 PERMIT SUBMISSION 10/16/2015 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions kPERMIT ERMIT REV 08/26/2015 RE -SUBMIT 07/27/2016 NO I ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A . Checked TM Approved TM Title PLUMBING LEGEND ABBREVIATIONS AND SCHEDULES F E`;✓EIVED Sheet CITY OF TUKWILA J JIL 2 9 2016 we Adl�mhl P00=01A Copyright © 2012 Perkins+Will CV I D I C I B 5 1 4 1 3 1 2 1 1 ROOF DRAIN CALCULATION RAINFALL IN/HR 100 year storm 1 hour duration DEFINE AREA Project Name: TUKWILA LIBRARY UPPER ROOF - LARGEST AREA 1 inches per hour Building Rooftop The single largest area is shown below tukwila library total roof area is 137' x 74.7' STORM DRAINAGE CALCULATION 10/16/2015 ISSUE FOR BID RAINFALL IN/HR 1 Date ROOF AREAS Area Description Square Feet No. of ROOF DRAINS 1 AREA PER DRAIN 2989 AREA CALCULATION LENGTH WIDTH AREA 40 74.7 2988 CADD INQUIRY INPUT 1 1 TOTAL AREA 2989 2989 AREA PER DRAIN 2989 SIZING PER RAINFALL RATE OF 1 INCHES PER HOUR Storm Flow Rate 31 GPM VERTICAL LEADER PIPE SIZE MINIMUM SIZE 3 RECOMMENDED 3 HORIZONTAL SLOPE PIPE SIZE 1/8 3 1/4 3 1/2 3 Storm Flow Rate 0.07 CFS Pipe Velocity (Based on Recommended Pipe Size) 1.40 FPS ROOF DRAIN CALCULATION RAINFALL IN/HR 100 year storm 1 hour duration DEFINE AREA Project Name: TUKWILA LIBRARY UPPER ROOF - TOTAL 1 inches per hour Building Rooftop The single largest area is shown below tukwila library total roof area is 137'x 74.7' STORM DRAINAGE CALCULATION 10/16/2015 ISSUE FOR BID RAINFALL IN/HR 1 Date ROOF AREAS Area Description Square Feet No. of ROOF DRAINS 4 AREA PER DRAIN 2558.7 AREA CALCULATION LENGTH WIDTH AREA 137 74.7 10233.9 CADD INQUIRY INPUT 1 1 TOTAL AREA 10234.9 10234.9 AREA PER DRAIN 2558.7 SIZING PER RAINFALL RATE OF 1 INCHES PER HOUR Storm Flow Rate 105 GPM VERTICAL LEADER PIPE SIZE MINIMUM SIZE 3 RECOMMENDED 3 HORIZONTAL SLOPE PIPE SIZE 1/8 3 1/4 3 1/2 3 Storm Flow Rate 0.23 CFS Pipe Velocity (Based on Recommended Pipe Size) 4.79 FPS ROOF DRAIN CALCULATION RAINFALL IN/HR 100 year storm 1 hour duration DEFINE AREA Project Name: TUKWILA LIBRARY LOWER ROOF - LARGEST AREA 1 inches per hour Building Rooftop The single largest area is shown below tukwila library total roof area is 100'-9.5" x 11' STORM DRAINAGE CALCULATION 10/16/2015 ISSUE FOR BID RAINFALL IN/HR 1 Date ROOF AREAS Area Description Square Feet No. of ROOF DRAINS 1 AREA PER DRAIN 496 AREA CALCULATION LENGTH WIDTH AREA 45 11 495 CADD INQUIRY INPUT 1 1 TOTAL AREA 496 496 AREA PER DRAIN 496 SIZING PER RAINFALL RATE OF 1 INCHES PER HOUR Storm Flow Rate 5 GPM VERTICAL LEADER PIPE SIZE MINIMUM SIZE 3 RECOMMENDED 3 HORIZONTAL SLOPE PIPE SIZE 1/8 3 1/4 3 1/2 3 Storm Flow Rate 0.01 CFS Pipe Velocity (Based on Recommended Pipe Size) 0.23 FPS ROOF DRAIN CALCULATION RAINFALL IN/HR 100 year storm 1 hour duration DEFINE AREA Project Name: TUKWILA LIBRARY LOWER ROOF - TOTAL 1 inches per hour Building Rooftop The single largest area is shown below tukwila library total roof area is 100.8 x 11' STORM DRAINAGE CALCULATION 10/16/2015 ISSUE FOR BID RAINFALL IN/HR 1 Date ROOF AREAS Area Description Square Feet No. of ROOF DRAINS 3 AREA PER DRAIN 369.9 AREA CALCULATION LENGTH WIDTH AREA 100.8 11 1108.8 CADD INQUIRY INPUT 1 1 TOTAL AREA 1109.8 1109.8 AREA PER DRAIN 369.9 SIZING PER RAINFALL RATE OF 1 INCHES PER HOUR Storm Flow Rate 11 GPM VERTICAL LEADER PIPE SIZE MINIMUM SIZE 3 RECOMMENDED 3 HORIZONTAL SLOPE PIPE SIZE 1/8 3 114 3 1/2 3 Storm Flow Rate 0.03 CFS Pipe Velocity (Based on Recommended Pipe Size) 0.52 FPS 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library D 14242 Tukwila International Boulevard C IB Tukwila, WA 98168 King County Library, System i 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa PERMIT RE -SUBMIT 07/27/2016 PERMIT SUBMISSION 10/16/2015 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions k ERMIT REV 08/26/2015 ERMIT RE -SUBMIT 07/27/2016 -Via/14t cv ISSUE DATE Sheet Information 2 g 2016 Job Number 161028.000 Drawn BG AA U iN Checked TM N✓� G �,vsN0 Approved TM Title PLUMBING ROOF DRAIN CALCULATIONS E,071VED Sheet 5 I 4 I 3 I 2 JUL 2 zo,s P 00-02 5 1 4 1 3 1 2 1 1 N 0 I B I A F 6 1C SHEETNOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. (IL JATION NUMBERED NOTES: 1O ABC D 3" ST UP 3" ST UP 3" ST UP 3" ST UP PLUMBING FOUNDATION PLAN 3/16" =1'-0" 5 4 3 2 1p 1e0 Np2016 ow �V'v,g� BV��►© E R K I N S.0 + W I L L D I nu r%A 61 11M T/\ nI/ I B I A F 6 1C SHEETNOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. (IL JATION NUMBERED NOTES: 1O ABC D 3" ST UP 3" ST UP 3" ST UP 3" ST UP PLUMBING FOUNDATION PLAN 3/16" =1'-0" 5 4 3 2 1p 1e0 Np2016 ow �V'v,g� BV��►© E R K I N S.0 + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 vvm.perkinswill.com Tukwila Library D 14242 Tukwila International Boulevard IC IB Tukwila, WA 98168 King County Library System PERMIT RE -SUBMIT 07/27/2016 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions 1 1 PERMIT RE -SUBMIT 07/27/16 INOI ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING FOUNDATION PLAN RECEIVED CITY OF TUKWILA UL -2 9 AWL Sheet PO2-00 © 2012 Perkins+Will I C I B I A 5 1 4 1 3 1 2 1 1 1 4"GCO p05 01 OVE WH -1 3/4" CW DN FROM ABOVE, 1CWFU SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. NUMBERED NOTES: 1O PROVIDE AIR ADMITTANCE VALVE AT SINK VENT TERMINATION BELOW COUNTER (OATEY SURE VENT) A I PLUMBING FLOOR PLAN - LEVEL 01 3/16" =1'-0" 5 4 I 3 I 2 G� 41D N211 2 ow 0i p1v\\S�� p,�11,.p1 Z E R K I NJ a) + E I L L U O (L N � M a M o Ncn aa) N i U 5 1 4 1 3 1 2 1 1 1 4"GCO p05 01 OVE WH -1 3/4" CW DN FROM ABOVE, 1CWFU SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. NUMBERED NOTES: 1O PROVIDE AIR ADMITTANCE VALVE AT SINK VENT TERMINATION BELOW COUNTER (OATEY SURE VENT) A I PLUMBING FLOOR PLAN - LEVEL 01 3/16" =1'-0" 5 4 I 3 I 2 G� 41D N211 2 ow 0i p1v\\S�� p,�11,.p1 Z E R K I NJ 4/15/2015 + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.conn Tukwila Library D 14242 Tukwila International Boulevard IC IB Tukwila, WA 98168 g CounEy Library System 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa PERMIT RE -SUBMIT 07/27/2016 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions 1 1 PERMIT RE -SUBMIT 1 07/27/16 IN01 ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A Checked. TM Approved TM Title PLUMBING FLOOR PLAN - LEVEL 01 REGF V TY OF TUKWILA Sheet JUL 2 9 2016 PO4"Imo-A qMIEINT Copyright © 2012 Perkins+Will Imo'. I C I B I A 5 1 4 1 3 2 1 PLUMBING FLOOR PLAN - LEVEL 02 3/16" =1'-0" 5 1 4 1 1 3 1 2 0 CW DN ...... WFU " CW DN SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. B. PROVIDE 314" INDIRECT DRAIN FOR ROOF HYDRANT BARRELL DRAIN. ROUTE TO NEAREST FLOOR DRAIN OR SINK TAILPIECE. E E R K I ...(� *150 + W I E R K I N *150 + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswillxom Tukwila Library D 14242 Tukwila International Boulevard IC B Tukwila, WA 98168 King County Library System '00 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa PERMIT RE -SUBMIT 07/27/2016 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions 1 1 PERMIT RE -SUBMIT _ 07/27/16 N01 ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING FLOOR PLAN - LEVEL 02 CV O F. M O 7 co C N U �I 0 N C U C fo m fo Y 7 U) J U Y LO 0 v 0 L% IL 2 w J LL J Q U O J f-' LU d L) a N O M � O Ch N CO i r � O � D N i U CV N 0 LO N 0) T7 co r O N ti N R C B A 5 1 4 1 3 HWR, CW &HW RISERS DN TO BELOW — 7 P05-01 z 8 HD-1 MECHANI P05 01 20 FD -2 -1 2"VDN 2"VDN 4" V UP FROM BELOW 2 LEVEL 2 -PLUMBING MECHANICAL ROOM PLAN 11 314" CW UP TO ROOF HYDRANT 4" V UP TO VTR, 35 FU SEE MECHANICAL FOR CONT. w _ _ ID 1/411 = 1 1-011 2" CW DN L-2 WHIR — SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. B. PROVIDE 314" INDIRECT DRAIN FOR ROOF HYDRANT BARRELL DRAIN. ROUTE TO NEAREST FLOOR DRAIN OR SINK TAILPIECE. D C P E R K I N S + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com lt�J'iit1:E1 Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King CounTy • System Z MWSP •11 University- 500 ` 98101 1• ••11 mmmspgroup.corn/usa d"9 3 PERMIT RE -SUBMIT 07127/2016 ISSUE FOR BID 4/15/2015 Drawing Issue Date 1 II IIYV IYV 1 1 V VVIYIL IIY VVIY 1llV 1 YY1111 (IVVVV I IVlIV IYlIV V• LEVEL 1 - PLUMBING • RESTROOM PLAN 1/411 = 1 1-011 DF -1 1 DFU DN 2 DFU DN_ B Revisions 009 ila u Olt �. - j�ItAG V\J'S10 2 PERMIT RE -SUBMIT 07/27/16 1 PERMIT REV 8/26/15 NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Copyright © 2012 Perkins+Will I D I C I B 5 1 4 1 3 1 2_ 1 1 WARNING TAPE TRAP PRIMER VALVE T DRAIN RISER... :: VACUUM BREAKER PORT I I zTRACER WIRE ......_ CAULK AIRTIGHT WITH L ACOUSTICAL/FIRE DISTRIBUTION UNIT (WHERE REQUIRED) \ 2"AIR GAP SEALANT :. _. SELECT BACKFILL BACKER ROD ..... , .': ' :� .:. ,� - " �' ., PEA GRAVEL GALVANIZED STEEL STANDPIPE PIPE RISER CLAMP a STEEL OR WOOD SHIM FLOOR DRAIN OR FLOOR SINK WITH TRAP PRIMER INLET 0 O 3/4" NEOPRENE PAD 811 Z ...... ...... RISER CLAMP FINISHED FLOOR SLEEVE i : < TP IN ROCK IN EARTH 2"VENT FLOOR CONSTRUCTION i TYPICAL PIPE TRENCH SECTION i j SCALE: NTS i i NOTES. 4"P -TRAP ' � '/ �• / � � WITH TRAP 1, PROVIDE ACCESS PANEL IN WALLS AT TRAP PRIMER UNIT LOCATIONS. NOTES: PRIMER SAFING BATT INSULATION 4"CONNECT TO CONNECTION SANITARY SYSTEM 0.2500 2. TRAP PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE 1FOUNDATION COMPACTED N MAXIMUM 8" LIFTENT AREAS - SELECT BACKFILL MATERIAL S TO SUBGRADE OF PAVEMENT, FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE. 2, UNDER LAWNS AND OTHER IMPROVED AREAS - COMMON EARTH COMPACTED IN MAXIMUM 12" LIFTS. 3, INSTALL TRAP PRIMER PIPING AND UNIT PER MANUFACTURER'S RECOMMENDATIONS. PIPING MUST SLOPE TO POINT OF CONNECTION 3. IN UNIMPROVED AREAS - COMMON EARTH MOUNDED TO ALLOW NOTE: LOCATE PIPING 1 1/2"MIN. TO DRAIN WITHOUT TRAPS IN PIPING FOR SETTLEMENT. CLEARANCE OF GYPSUM BOARD HUB DRAIN PIPE ISOLATION AT FLOOR FOR WASTE PIPES AND RAIN LEADERS TRAP PRIMER INSTALLATION PIPE TRENCH SECTION S NO SCALE NO SCALE 4 TYPICAL DETAIL NO SCALE 2 TYPICAL DETAIL NO SCALE FOR CONTINUATION & PIPE SIZE SEE FLOOR PLANS PRESSURE & TEMPERATURE HANGER ROD SIZE (SEE SPECS) RELIEF VALVE (TYP.) 1 1.. LSTHERMOMETER WITH1" CW TO HYDRONIC SYSTEM FROM CW MAIN ADJUSTABLE CLEVIS RANGE VANDAL GAUGE COCK (TYP.) SEE MECHANICAL FOR CONT. SHUTOFF ILL ,� � � ` EARTHFOP, CONCRETE OR RESISTANT COVER VALVE, TYP. 112 HWR EXPANSION TANK MARKED "SEWER" THERM-X-TROL SHUTOFF VALUE � CLEANOUT HOUSING; "— ST -5A ASME 1 1 1 LANDSCAPE OR WALK AREAS-CHRISTY BOX VERTICAL — —UNION (TYP.) #F-8 VEHICLE TRAFFIC .., ELECTRIC RECIRCULATING PUMP AREA-CHRISTY BOX STORAGE ARMSTRONG ASTRO 30B -TA RPBP RPBP INSULATION -SEE SPECS o' ���\ j #G-5 OR J.R. SMITH AIR GAP PIPING #4256 HEATER- EWH-3 LOCATE TWO SEISMIC STRAPS PER UPC 510; 4" ABOVE CONTROLS & 20" X 5" CONCRETE RING SEAL AIR TIGHT WITH 11 1 1 1 1 11 f® 01 GALVANIZED RUBBER CAP SECURED TANK DRAIN 3'-0" MAX �— SUPPORT HANGER �\ INSULATION W/BAND CLAMP VALVEr PROTECTION SHIELD AT SMITH #9329 EWH 1/3 DOWN FROM TOP OF HEATER �� \ �� �� i EACH HANGER SUPPORT PIPE (NORMALLY ( \���AS NEEDED)118" BEND � � � � `. CLOSED) HD-10R�� HIGH DENSITY INSULATION FD -2 AS • o FLOOR APMOPRIATE '\ REQUIRED. (AT END ELECTRIC ELEMENT WITH CONTROLS OF RUN USE LONG SPILL TO SWEEP 90° ELL) FLOOR DRAIN DRAIN PAN SAN —►—� FLOOR FINISHED LOWER LEVEL DRAIN Jill NOTE: u u NOTE: R13 INSULATION PAN UNDER HEATER SECURELY SUPPORT BACKFLOW PREVENTER FROM FLOOR AS SHOWN "Y" BRANCH SIZE AS OR FROM WALL DEPENDING ON FINAL INSTALLATION CONFIGURATION. 1. SEE STRUCTURAL DRAWINGS FOR HANGER ROD CONNECTION TO STRUCTURE ELECTRIC WATER HEATER 5 BACKFLOW PREVENTER DETAIL PIPE HANGER AND INSULATION DETAIL GRADE CLEANOUT 7 NO SCALE NO SCALE NO SCALE TYPICAL DETAIL NO SCALE 2 �'"�. v�E pVuk 000P 0 11 '� 2 9 2016 o��uk 4a G�D,NG �u P E R K I N S + W I L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library D 14242 Tukwila International Boulevard Tukwila, WA 98168 IC B 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa PERMIT RE -SUBMIT 07/27/2016 PERMIT SUBMISSION 10/16/2015 ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions k ERMIT REV 08/26/2015 ERMIT RE -SUBMIT 07/27/2016 FN_0_F ISSUE I DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING DETAILS Sheet or Copyright © 2012 Perkins+Will