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HomeMy WebLinkAboutPermit PG18-0068 - FOSTER HIGH SCHOOL - PROVIDE NEW FIXTURES, POTABLE AND NON-POTABLE WATER, WATER AND ACID WASTE, GAS, COMPRESSED AIRFOSTER HIGH SCHOOL 4242 S 144T" ST 10/29/20 PGI 8-0068 Parcel No: Address: 0 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 1523049108 Permit Number: PG18-0068 4242 S 144TH ST Project Name: FOSTER HIGH SCHOOL Issue Date: 1/30/2019 Permit Expires On: 7/29/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TUKWILA SCHOOL DISTRICT 4640 S 144TH ST, TUKWILA, WA, 98168 JEFF FEENEY Phone: (360) 352-8883 906 COLUMBIA ST SW, STE 400 , OLYMPIA, WA, 98501 PAC WEST MECHANICAL LLC Phone: (253) 638-2990 30336 THOMAS RD SE , KENT, WA, 98042 PACWEWM960B9 Expiration Date: 1/29/2020 I!I DESCRIPTION OF WORK: PROVIDE NEW FIXTURES, POTABLE AND NON -POTABLE WATER, WATER AND ACID WASTE, GAS, COMPRESSED AIR AND STORM SYSTEMS TO ADDITIONS. REPLACE SELECT FIXTURES IN REMODEL AREAS Includes installation of a Reduced Pressure Zone Assembly WATTS Series 009 or equal for the new chilled water system make-up line, plus solid interceptor and sand interceptor both for the art room. Valuation of Work: $500,000.00 Water District: 125 Sewer District: VALLEY VIEW,TUKWILA Fees Collected: $2,962.60 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-468: WA State Energy Code: 2017 2017 2017 2015 3 � Permit Center Authorized Signature: Date: 1 �/ i I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree t• thecaditiottached to this permit. rrCC Signature �'j� .~ r /'� Print Name: .L^41[(JJ tCr, ( Date: /--,Y)-/4° 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: Installation of Reduced Pressure Zone Assembly requires a separate inspection from the Public Works Department. Contractor shall call Public Works minimum 24 hours in advance to schedule backflow inspection. Backflow shall be installed per manufacturer's specifications and shall be tested by a certified tester. 2: Art room Solid interceptor and sand interceptor shall be installed per manufacturer's specifications. 3: Art room Solid interceptor and sand interceptor shall be installed per manufacturer's specifications. 4: ***MECHANICAL PERMIT CONDITIONS*** 5: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 6: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 9: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 10: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 11: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 12: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 13: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 14: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 15: 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. 16: 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. 17: 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 gauge. 18: 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. 19: 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. 20: 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. 21: 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. 22: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 23: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://vvww.TukwilaWA.gov Plumbing/Gas Permit No. gi 1(1( t1I2 V Project No. Date Application Accepted: 1' V Date Application Expires: (For office e o ly) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 4242 South 144th Street Tenant Name: Foster High School King Co Assessor's Tax No.:152304910804 Suite Number: N/A Floor: N/A New Tenant: ❑ Yes O..No PROPERTY OWNER Name: Jeff Feeney Name: Tukwila School District No. 406 City: Olympia State: WA Zip: 98501 Address:4640 South 144th Street Email: jefffeeney@kmb-architects.com City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Jeff Feeney Address: 906 Columbia St. SW, Suite 400 City: Olympia State: WA Zip: 98501 Phone: (360) 352-8883 Fax: Email: jefffeeney@kmb-architects.com PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 500,000 Scope of Work (please provide detailed information): Provide new fixtures, potable and non -potable water, waste and acid waste, gas, compressed air and storm systems to additions. Replace select fixtures in remodel areas. Building Use (per IntlBuilding Code): Education Occupancy (per Int'l Building Code): Group E Utility Purveyor: Water: Water District #125 H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8.9-I I .docx Revised: August 2011 bh Sewer: Valley View Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower 0 Dishwasher, domestic with independent drain 2 Shower, single head trap 2 Sinks 43 Rain water system — per drain (inside building) 12 Grease interceptor for commercial kitchen (>750 gallon capacity) 0 Each additional medical gas inlets/outlets greater than 5 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 0 Fixture Type Qty Bidet 0 Drinking fountain or water cooler (per head) 4 Lavatory 20 Urinal 6 Water heater and/or vent 2 Repair or alteration of water piping and/or water treatment equipment 0 Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 0 Fixture Type Qty Clothes washer, domestic 0 Food -waste grinder, commercial 0 Wash fountain 0 Water closet 22 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of drainage or vent piping 0 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 0 Gas piping outlets 10 Fixture Type Qty Dental unit, cuspidor 0 Floor drain 18 Receptor, indirect waste 3 Building sewer and each trailer park sewer 2 Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity 1 Medical gas piping system serving 1-5 inlets/outlets for a specific gas 0 Each lawn sprinkler system on any one mcter including backflow protection devices 1 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103,4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 NER OR AUTHORIZED AGENT: Signature: Print Name Mailing A Date: 05/04/2018 Day Telephone: (253) 627-5599 50 Paci A e. , Suite 700 Tacoma WA 98402 City stale Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,400.01 PG18-0068 Address: 4242 S 144TH ST Apn:1523049108 $2,400.01 GAS $170.85 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $137.70 PLUMBING $2,115.21 PERMIT FEE R000.322.100.00.00 0.00 $2,074.92 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $7.14 TECHNOLOGY FEE $113.95 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16216 R000.322.900.04.00 0.00 $113.95 $2,400.01 Date Paid: Friday, December 21, 2018 Paid By: TUKWILA SCHOOL DISTRICT Pay Method: CHECK 98404 Printed: Friday, December 21, 2018 1:47 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID 153,383.40 D18-0140 Address: 4242 S 144TH ST Apn: 1523049108 $142,609.88 DEVELOPMENT $142,609.88 PLAN CHECK FEE R000.345.830.00.00 0.00 $105,636.95 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $36,972.93 M18-0061 Address: 4242 S 144TH ST Apn: 1523049108 $10,210.93 MECHANICAL $10,210.93 PLAN CHECK FEE R000.322.102.00.00 0.00 $10,210.93 PG18-0068 Address: 4242'S 144TH ST Apn: 1523049108 $562.59 GAS $42.71 PLAN CHECK FEE R000.322.103.00.00 0.00 $42.71 PLUMBING $519.88 PLAN CHECK FEE R000.322.103.00.00 0.00 $519.88 ProjectTRAK $11,934.30 A18-0006 Address: 4242 S 144TH ST BLDG 1 Apn: 1523049108 $3,147.90 TECHNOLOGY FEE $149.90 TECHNOLOGY FEE R000.322.900.04.00 0.00 $149.90 VARIANCE $2,998.00 ZONING R000.345.810.00.00 0.00 $2,998.00 118-0037 Address: 4242 S 144TH ST BLDG 1 Apn: 1523049108 $4,322.85 SHORELINE $4,117.00 CONDITIONAL USE R000.322.100.00.00 0.00 $4,117.00 TECHNOLOGY FEE $205.85 TECHNOLOGY FEE R000.322.900.04.00 0.00 $205.85 118-0038 Address: 4242 S 144TH ST BLDG 1 Apn: 1523049108 $4,463.55 DESIGN REVIEW $4,251.00 PUBLIC HEARING R000.345.810.00.00 0.00 $4,251.00 TECHNOLOGY FEE $212.55 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14444 R000.322.900.04.00 0.00 $212.55 $165,317.7 0 Cash Register Receipt City of Tukwila Date Paid: Tuesday, May 08, 2018 Paid By: TUKWILA SCHOOL DISTRICT Pay Method: CHECK 97173 Printed: Monday, May 07, 2018 5:08 PM 1 of 1 SYSTEMS ES -009 For Health Hazard Applications Job Name Job Location Engineer Approval Contractor Approval Contractor's P.O. No. Representative Series 009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 2" Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirernents. This series is designed to protect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements for non -potable service appli- cations such as irrigation, freline, ar ndustrialprocessing. This series features two in-line, independent check valves, cap- tured springs and replaceable cneck seats with an intermediate relief valve. Its compact modular design facilitates easy main- tenance and assembly access. Sizes 1/4" - 1" shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction f or durability - 2" • Ball valve test cocks — screwdever slotted 1/4" - 2" • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the vvaterway exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fit- ting. The assembly shall meet the requirements of: USC; ASSE Std. 1013; AVVVVA Std. C511-92; CSA 864.4. Shall be a Watts Series 009, tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. Test Cock No 3 Ball Type Test Cocks Test Cock No. 2 009M2QT First Check Module Assembly Relief Valve Assembly Now Av WattsBox insulat For more information, sen NOTICE Inquire with governing authorities for NOTICE Second Check Module Assembly Water Outlet or VIEWED FOR ?SQIQMPLIANCE literAfPROVED ocal instiftg Ocar2-018s • c• The information contained herein full product installation and safety T fr e. 4 la experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety E informatirefore heginning the installation ef this product. CEIVED CITY OF TUKWILA Watts product speaficabons in U.S. customary unrts and metric are approximate and are provided fa reference only. For preije suremerrts please contact Watts Technical Service. Watts eserves the right to change or modify product design, construction. specifica n meetilw2018 1 out pnor notice and wrthout incurring any obligation to make such changes and modtfications an Watts products previously or s sequ y . Id. PERMIT CENTER bi& AAA a Available Models: 1/4" - 2" Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 3600 rotation 3/4" - 2" only internal Polymer Coating stainless steel ball valve handles 21/2" inlet/outlet fire hydrant fitting ;2" valve) PC - SH - HC - Prefix: • - clean and check strainer 3/4" - 1' only U - union connections (see ES -U009) Materials: 1/4" - 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable Relief valve seats. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (1/2" - 2"). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Pressure / Temperature Series 009 '14" - 2" Sutable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F - 180'F (0.5'C - 75'C). Standards USC ASSE No. 1013 AVWVA C511-92 CSA B64.4 IAPMQ File No, 1563. tDoes not indicate approval status. See below for approved models. Approvals ASSE, AWWA, CSA, IAPM0 Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern Californ.a. UL Classified 3/4" - 2" (LF models only except 009M3LF) MODEL fa 909, 009 and 993 sizes DRAIN OUTLET . MM in. DIME \SION'S A ,nm in. 0 MITI WEIGH1 lbs. kgs. 909AGA 1/4"-1/2" 009, 1/4 13 2% 60 3/4 79 0.625 0.28 'A" 009M2/M3 909AGC 34-1,009/909, 1 25 3% 83 4% 124 1.5 0.68 1"-11/2" 009M2 909AGF 1%"-2" 009M1, 2 51 4% 111 6% 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2, 4-6" 993 909AGK 4"-6" 909. 3 76 6% 162 9% 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 7% 187 11% 286 15.5 7.03 909ELA 1/4"-1/4" 009,34" 009M2/M3 - - - - - - - 909ELC 34-1009/909 - - 2% 60 2% 60 0.38 0.17 • 909ELF 1%"-2" 009M1, - - 3% 92 3% 92 2 0.91 134-2009/909, 2" 009M2, 4"-6" 993 " 909ELI-1 234-3009/909 - - - - - - - - Vertical Epoxy coated Dimensions and Weight: 1/4" - 2" 009 SIZE ia in. A mm in. 8 mm in. DIMENSIONS C mm IAPPROX.) 0 in. mm in. L mm in. STRAINER M mm DIMENSIONS N ia mm WEIGHT lbs. kgs. 1/4 10 250 4% 117 33/6 86 11/4 32 5' 140 23/9 60 21/2 64 5 2 34, 10 250 45 117 3' 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 / 10 250 45/e 117 31/2 86 11/4 32 51/2 140 23/4 70 2'/4 57 5 2 3/4 103/4 273 5 127 31/2 89 11/2 38 6/ 171 33/i6 81 23/4 70 6 3 1 14/ 368 51/2 140 3 76 2' 64 91/2 241 33/4 95 3 76 12 5 11/4 17% 441 6 150 31/2 89 2' 64 11% 289 43/46 113 31/2 89 15 6 11/2 171/2 454 6 150 31/2 89 21/2 64 11'/s 283 4'/e 124 4 102 16 7 2 21% 543 73/4 197 41/2 114 31/4 83 131/2 343 5'S/6 151 5 127 30 13 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" Capacity Performance as established by an independent testing laboratory."yoical maximum system flow rate (7. kPa 138 117 96 76 55 35 psi 20 17 14 1 8 5 ap 0 0 '/" 0©9QT kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 3P) 0 .25 .60 .75 1.17 gpm 95 1.9 2.9 3 8 4.o Ipm 3/a" 009QT kPa psi 172 25 138 20 103 15 69 10 35 5 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 .25 .50 .75 1.25 1.50 2.5 3. gpm .95 1.9 2.9 3 8 4.8 5.7 9.4 11.8 Ipm 1/" 009QT 1 2,5 5 7 5 10 12.5 15 gpm 3.8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps 3/4 ' OO9M3QT 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 0 7,6 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps * 1" 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 !pm 7.5 15 fps 2.3 4.6 mps wwArrs' kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 0 etisec., 2.3 meters/sec.; " 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/" 009M2QT asi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1,4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4,6 mos 2" 009M2QT 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps FS -009 1813 USA: (978) 889-6066 • (978) 975-8350 • Watts.com Canada: (905) 332-4090 • (905) 332-7068 • 'Was.' a Latin America: 7 (52) 81 -1001-8600 • 'a iatts.00m (0 2018 wafts t NOW w LU 0 z _t 0 (/) 4 N 03 Lu 2 > 0 3- 3- >- 0 0 ww 0 DRAWN BY: a_ rt 0 0 uj 0 5.1 WE CAN ASSUME NO RESPONSIBILITY FOR USE OF SU NCE AND CHANGE WITHOUT NOTICE ACTURERS TO 0 54 DIMENSIONS ARE SMITH® JAY R. SMITH MFG. Co. DIVISION OF SMITH INDUSTRIES, INC. POST OFFICE BOX 3237 MONTGOMERY, ALABAMA 36109-0237 (USA) CUSTOMER TEL 334-277-8520 FAX: 334-272-7396 wvAv.jramith.com DRIVEN N. 0 MEMBER OF, 1^ LOCATION SOLIDS INTERCEPTO S FLUSH WITH FLOOR OR ON THE FLOOR TYPES FUNCTION: Provides a means of collecting solids such as metal chips, plaster and stones before entering the drain line preventing line stoppage. The Fig. 8710 small capacity interceptor is ideal for dental offices or similar establishments where the unit can be mounted directly under the sink to recover precious metals as well as intecept harmful debris. Fig. 8715 larger capacity interceptors are ideal for hospitals where a greater amount of solids is anticipated in the drainage water. Fig. 8710 and Fig. 8715 units are cleaned by removing cover and lifting strainer and screen assembly vertically out of body. NOTE: Allow 9 1/4" (235) above NOTE: Allow 14 1/2" (370) above interceptor for removal of strainer. Gasketed Aluminum Cover with interceptor for removal of strainer. Flush Type Lift and Locking Device 4 1/4(110) R 2 5/8 (67) 4 (100) R 5/8 (16) 1/4(135).--11 7(180)- 3/4(195) # 6 3/4 (170) 1 1 10 3/4 1 t (275) i Inlet ' ' A- - 1 t 3 1/2 (89) A (Pipe Size) = 0150 (38) or 02 (50) =Fig. 8710T REGULARLY FURNISHED: White Duco Coated Cast Iron Body and Aluminum Gasketed Cover and Sediment Strainer with Removable Stainless Steel Screens. OPTIONAL MATERIALS: pAcid Resistant Coating Inside - ARI Acid Resistant Coating Outside - ARO Acid Resistant Coating Inside and Outside - ARIO All ABS (Specify Fig. 8710 -ABS) All Aluminum Body -AA REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2018 $ 3 ( 6) A Outletaty of Tukwila BUILDING DIVISION Fabricated Sediment Basket with Removable Stainless Steel Screens NOTE: It is the responsibility of the installer to check all parts (internal and external) to verify they are in their proper operating order and location. 13 1/8(333) SQ" -i 12 1/2 (320) 1/2 (420) Inlet NOTE: Dimensions shown in parentheses are in millimeters. --11 5/8(295) SO, --1 Non -Skid Cover 3 (76) Outlet # T A (Pipe Size) = 0150 (38) or 02 (50) 1:73 Fig, 8715T REGULARLY FURNISHED: Fabricated Steel Body with Galvanized Sub -Coat with White Duca Finish Inside and Outside, Sediment Strainer with Removable Stainless Steel Screens and Cast Iron Cover. OPTIONAL MATERIALS: pAcid Resistant Coating Inside - ARI Acid Resistant Coating Outside - ARO Acid Resistant Coating Inside and Outside - ARIO K J H Removable Sediment Strainer TYPICAL INSTALLATIONS Interceptor FLUSH WITH FLOOR INSTALLATION 05114/04 Added to Optional Materials 7-10-03 Changed Optional Materials 7-16-02 Changed Regularly Furnished JJ RN RN AM CL CL Removable Sediment Strainer ON THE FLOOR INSTALLATION RECEIVED CITY OF TUKWILA OCT 17 2010 PERMIT CENTER REV. DATE DESCRIPTION BY CKD. BY WEIGHT POUNDS VOLUME CUBIC FEET F GURE NUMBER 8710, 8715 NIv 668 CI. co c SMITH® JAY R. SMITH MFG. CO.® CUSTOMER ORWEN SPICE MN MEMBER OF MORRIS GROUP INTERNATIONAL POST OFFICE BOX 3237 MONTGOMERY. ALABAMA 35109.0237 (USA) TEL 334.077-8520 FAX: 334-272-7396 www.jrsmith.com LOCATION 110.111 w z 0 z CC LU Lu CC co w • z 1 WE CAN ASSUME NO RESPONSIBILITY FOR USE OF SUPERSEDED OR VOID DATA TOLERANCE AND CHANGE WITHOUT NOTICE DIMENSIONS ARE SUBJECT TO MANUFACTUR SAND INTERCEPTOR TOP VIEW Cast Iron Grates Anchor Flange (When Specified) FRONT VIEW SECTION "A -A" L W TOP VIEW - SHD OPTION (Note: Tread Pattern May Vary) Outlet Trap Seal Fig. No. Flow G.P.M. (Max) A (Pipe Size) L W D Capacity (Static) Gals No. of 12 x 24 Grates 8811-20 20 04 (100) 24 5/8 (631) 24 5/8 (631) 26 (660) 60 2 8811-50 50 04 (100) 48 5/8 (1235) 24 5/8 (631) 26 (660) 120 4 8811-150 150 04 (100) 48 5/8 (1235) 49 (1245) 38 (965) 360 8 8811-250 250 06 (150) 72 5/8 (1844) 49 (1245) 39 (990) 540 12 8811-350 350 06 (150) 96 5/8 (2454) 49 (1245) 45 (1143) 855 16 8811-500 500 06 (150) 120 5/8 (3063) 49 (1245) 51 (1295) 1200 20 REGULARLY FURNISHED: Fabricated Steel Catch Basin, Gray Duco Coated Inside and Outside, Threaded Inlet and Outlet (with Outlet Trap Seal) and Cast Iron Grates. 12"(305) Regularly furnished - Specity dimension if lower is required. For higher dimension, specify extension (-E) as required. P 5-18-16 N 2.12-16 M 12-8-14 L 3-21-14 VARIATIONS: `Extension -E (Specify Height eg: -E24 for 24"(610) Ext. (Ext. Height shall be measured from top of body) NO -HUB Adaptor (2) Req'd (Specify Fig. 2646Y) Solid Heavy Duty Diamond Plate Cover -SHD Vandal Proof Screws -U Secured Grate Anchor Flange -F Rev. Reg. Furn., Callout Revised Table Rev. Table, Var., Drawing Revised Table TBW TBW TBW TBW CL TWK TWK AM OPTIONAL MATERIALS: Ductile Iron Grates -M (8811 Series) 1••Ductile Iron Slotted Grate (Load Class H20) NOTE: It is the responsibility of the installer to check all parts (internal and external) to verify they are in their proper operating order and location. •• NOTE: When specifying H2O Ductile Iron Slotted Grates, additional supports are furnished under each grate. NOTE: Dimensions shown in parentheses are in millimeters. REV. 1 DATE 1 DESCRIPTION 1 BY 1 CKD. BY WEIGHT POUNDS VOLUME CUBIC FEET FIGURE NUMBER 8811 City of Tukwila Department of Community Development November 16, 2018 JEFF FEENEY 906 COLUMBIA ST SW, STE 400 OLYMPIA, WA 98501 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG 18-0068 FOSTER HIGH SCHOOL - 4242 S 144TH ST Dear JEFF FEENEY, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: LEE SIPE at if you have questions regarding these comments. ITEM: 1. Evidently the plumbing fixture schedule is included in the mechanical plan set not the plumbing plan set where it is required. this will need to be corrected to have all the plumbing plans together in the plumbing set. 2. On the plumbing plan sheet, provide type and specification for trap primers with the fixture table information. show water connections to trap primers on the plans. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, VA -(61/11 Rachelle Ripley Permit Technician File No. PG 18-0068 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development Foster HS permit application number PG18-0068 Review Comment Responses 06-05-2018 Building — PG Department 1. Provide a plumbing fixture table with the plumbing permit plans listing all plumbing fixtures (ie. Shown as P-# and K-# etc.) that are keyed to the P -numbers shown on the plans. Show number of DFU's for each fixture. Provide drain pipe sizes and other related information of the fixtures. BCE RESPONSE: The plumbing fixture schedule is included on sheet M6.01. P -fixture and K -fixture designations are included. Waste, vent, and water connection sizes are indicated on the plumbing fixture schedule. Plumbing main sizes are shown on the floor plans. DFUs per fixture and type are per the Uniform Plumbing Code, as follows: P-1, P -1A (water closet): 4DFU P-2, P-2.4 (urinal): 2DFU P-3, P -3A (lavatory): 1DFU P-4 (mop sink): 3DFU P-5,P-5A,P-50,P-5C (kitchen sink): 2DFU P-6 (drinking cooler): 0.5DFU P -7,P -7A (shower): 2DFU P-13 (clothes washer box): 3DFU P-14 (trench drain): 2DFU FD (floor drain): 2DFU K-7 (kitchen prep sink): 2DFU K-10 (kitchen hand wash sink): 1DFU 2. Provide type and specifications for trap primers with the fixture table information. TP shall serve floor drains, or similar traps (floor sinks) directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. (2015 UPC 1007.0) BCE RESPONSE: Trap primers are required to be provided for each floor drain, funnel drain, shower drain, janitor mop sink and floor sink per specification section 22 11 19 PIPING SPECIALTIES - 2.07. Trap primers will be automatic pressure drop activated style, Sioux chief or Mifab are pre -approved basis of design manufacturers. PW — PG Department 1. Applicant shall submit plans to Andrew LaRule, Valley View Sewer District Manager, phone (206) 242-3236 for review and to determine required means of grease control from the school cafeteria. Submit Valley view approval letter, email is ok. RECEIVED CITY OF TUKWIL.A OCT 17 2018 g_agERMIT CENTER AS MN 111111 DLw BCE RESPONSE: It is our understanding that per a conversation between AHBL and Andrew LaRue, a formal review is not necessary. The existing sewer main that we are connecting to is private and is intended to remain private. 2. The 2' page of your application lists one backflow. PW was unable to locate this backflow on plans. Please state drawing no., location, what is this backflow protecting, size, manufacturer and model no. of proposed backflow. BCE RESPONSE: The listed backflow preventer serves the new chilled water system make-up line. See sheet M7.02. The backflow preventer will be installed within the packaged chilled water system mechanical room that is planned for the northeast side of the building. See note 1 en sheet M3.31G for planned location. The backflow preventer size is 1" as indicated on the hydronic diagram with note 8 on sheet M7.02. Specific requirements for backflow preventers can be found in specification section 23 11 19-2.07. The unit will be a Watts 009 or equal. See attached cut sheet. 3. Submit backflow cut sheet and circle backflow to be installed. Comments #2 and #3 are not applicable if the subject backflow will be located outside the building. BCE RESPONSE: The unit will be a Watts 009 or equal. See attached cut sheet. Exact model cannot be confirmed until contractor submittals are received and approved. The location is outside the main school, within the packaged chilled water mechanical room. 4. Sheet M1.30Ccalls for Solid Interceptor. Show detail on plans and submit specs and cut sheet and maintenance instructions. BCE RESPONSE: The solids interceptor is intended to be a JR Smith 8811-20. See attached cut sheet. Periodic cleaning schedule will need to be determined by the owner, based on the frequency of use. Maintenance includes removing the cover, scooping out the sediment and reinstalling the cover. The detail below will be added to the pkins. SOLID HEAVY DUTY DIAMOND PLATE COVER NOTE: SOLIDS INTERCEPTOR SHALL BE J R SMITH 8811-E20 'KITH Na -HUB .ADAPTERS OR APPROVED EQUAL. i -FINISHED FLOOR TANK E`(TENSIaH WELDED SEA '- WASTE PIPING FROM FIXTURES. SLE PER PLANS SOLID' INTERCEPTOR PTOR I ST,A L LA;TI O N DETAIL NOT TO SCALE CONCRETE SLAB AINLESS STEEL ALL THREAD ROD 3j a"v AND FASTENERS P. OF 4). WASTE PIPING PER PL -NS VENT PER PLANS. UNION MR) CONCRETE BASE ANCHOR STAINLESS STEEL ALL THREW ROD TO CONCRETE BASE (TYPICAL). 5. Several symbols/abbreviations called out on plans were missing in the legend, for example: HFC on sheet M1.33, AHU on sheet M1.33G, GS/1 on sheet M140F, TU on M1.52, WH on MD1.31. BCE RESPONSE: acronyms within equipment call -outs are defined within the equipment schedules on the M6 series sheets. HFC = hydronic fan coil unit; AHU = single zone VAV air handling unit; TU = hydronic ductless unit; WH = water heater. 6. Demo notes were missing on sheet MD1.31. BCE RESPONSE: The notes on MD1.31 appear to be present per below: GENERAL NOTES __ _ ?EFER f:J CS? E .,+L 1.0 I. :EFITF 17) ' tEc; 'J!.^ ,I.F;" `I`"R ¢: t. 7/TE 5 ..7`.1 liGA't. ;'TF IS 5.10 '-' A 3P.:'it i oAsi,:. TO3EREP:C'vEC !r !S:-Ct'tL.C4 C TE IS'It.2 DE 101.1' CN NOTES j REt'T E E7 -7,T NC. GAS'.IETER. jAS 2-0 FRti `' .0 CP:DE. • REV:V.: EX TT`NS G 3' if.tr r'v"-i!: R _0 GAO RESSJRE REELLArCi. -CAS PSESSL RE ?E0-:LiTCR T; REt a»M _C',GC G'tat't . a T X l01 1241, ?Mt =4 C=LINE Ti IS TOT'=C,'AOL 1,40. 2Er ' CX =NUT,ALAE a.MD GAS 2ESSJRE AEO1. ...AT -CR TG Ec .Ef. REf'v'',EEX' 3T`gG 11.15DIUM PE3%JRE0-3J-E�t'+ A, .'F 'a eP i} Jls f F i?G ExPir!t4Ci s ... .. F1C3`JR. r,, it , N?UF';313'r:f1 FIRST TEE. -- 7. Applicant shall fill out the attached KC Non -Residential Sewer Use Certification form and list all the new plumbing fixture units. Don't list fixtures replaced in kind. BCE RESPONSE: Completed form is attached. City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 26, 2018 John Wegener BLRB Architects 1250 Pacific Ave #700 Tacoma, WA 98402 RE: Request for Permit Application Extension #1 Permit Number PG18-0068 Dear Mr. Wegener, This letter is in response to your written request for an extension to Application Number PGI 8-0068. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through May 4, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rache le Ripley Permit Technician File: Permit No. PG18-0068 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov October 16, 2018 Mr. Jerry Hight Tukwila Building Official City of Tukwila 1 Department of Community Development 6300 Southcenter Boulevard, Sulte 100 Tukwila, Washington 98188 SUBJECT: FOSTER HIGH SCHOOL MODERNIZATION AND ADDITIONS 4242l144TMSTREET, Tomm|u,VVA9O168 EXTENSION REQUEST FOR PERMIT APPLICATION PG18-0068 Dear Mr. Hight, RECEIVED CITY OF TUK'VVft,A OCT 1 1 2018 PERMIT CENTER We are requesting an application extension for Permit Application No. PG18-0068. According to a Ietter issued by the City of Tukwila, dated October 1, 2018, the referenced Permit Application is approaching an expiration date of November 4, 2018 (copy attached). We are requesting an extension of ninety (90) days, as allowed by the Building Code and noted in the attached Ietter, to finalize the plan review process. A Revision Submittal has been returned to the City in response to the Correction Letter that was issued by the City for this permit. A general contractor is about to be selected by the Tukwila School District for this public school project and it is anticipated that an application for a building permit will be forthcoming within the 90 day extension period. We thank you for your consideration of this request. If you have any questions please contact me. Sincerely, Wegener, Al ect Manage raD.1608/02 Attachment: City of Tukwila letter dated October 1, Request for Extensior # \\\ ` Current Expiration Date: Extension Request: T/ or/ (�-6 Denied (provide explanation) cc: ieff Feeney, Tukwila SD Project Manager - KMB Archiects Andreia Brown, Assistant Project Manager - KMB Architects 4 Signatureilnitials TACOMA ! (2soarrs5ee SPOKANE // soo`zszsnao PORTLAND /:;03,5*50e70 BEND s^nzooasos BLRB.corn 10/1/2018 City of Tukwila Department of Community Development JEFF FEENEY 906 COLUMBIA ST SW, STE 400 OLYMPIA, WA 98501 RE: Permit Application No. PG 18-0068 FOSTER HIGH SCHOOL 4242 S 144TH ST Dear JEFF FEENEY, Allen Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 5/4/2018, has not been issued by the City of `Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 11/4/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is nut completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request t'or extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerel ch 1} Permit Technician File No PG 18.0068 KMH AHeI II TEC rS JI.V PIA, WASHIN6ION 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98/88 • Phone 206-431-3670 • Fax 206-431-3665 10/1/2018 City of Tukwila Department of Community Development JEFF FEENEY 906 COLUMBIA ST SW, STE 400 OLYMPIA, WA 98501 RE: Permit Application No. PG 18-0068 FOSTER HIGH SCHOOL 4242 S 144TH ST Dear JEFF FEENEY, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 5/4/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 11/4/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerel ach lle ' ip Permit Technician File No: PG18-0068 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 23, 2018 e City of Tukwila Department of Community Development JEFF FEENEY 906 COLUMBIA ST SW, STE 400 OLYMPIA, WA 98501 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 18-0068 FOSTER HIGH SCHOOL - 4242 S 144TH ST Dear JEFF FEENEY, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. AU 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 INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "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). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide a plumbing fixture table with the plumbing permit plans listing all plumbing fixtures (ie. shown as P-# and K-# etc.) that are keyed to the P -numbers shown on the plans. Show number of DFU's for each fixture. Provide drain pipe sizes and other related information of the fixtures. 2. Provide type and specifications for trap primers with the fixture table information. TP shall serve floor drains, or similar traps (floor sinks) directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. (2015 UPC 1007.0) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. I) Applicant shall submit plans to Andrew LaRue, Valley View Sewer District Manager, phone (206) 242-3236 for review and to determine required means of grease control from the school cafeteria. Submit Valley view approval letter, email is ok. 2) The 2nd page of your application lists one backflow. PW was unable to locate this backflow on plans. Please state drawing no., location, what is this backflow protecting, size, manufacturer and model no. of proposed backflow. 6300 Southcenter Boulevard Suite #100 • Tukwila Washineton 98188 • Phone 206-431-3670 • Fax 206-431-3665 3) Submit backflow cut sheet, and circle backflow to be installed. Comments #2 and #3 are not applicable, if the subject backflow will be located outside the building. 4) Sheet MI.30 C calls for Solid Interceptor. Show detail on plans and submit specs and cut sheet and maintenance instructions. 5) Several symbols/abbreviations called out on plans were missing in the legend, for example: HFC on sheet M1.33, AHU on sheet.M1.33G, GS/1 on sheet M140F, TU on M1.52, WH on MD1.31. 6) Demo notes were missing on sheet MD 1.31. 7) Applicant shall fill out the attached KC Non -Residential Sewer Use Certification form and list alt the new plumbing fixture units. Don't list fixtures replaced in kind. 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. Sincerely, ---bc ;:ja Tod Bill Rambo Permit Technician File No. PG18-0068 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COMO PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0068 DATE: 05/07/18 PROJECT NAME: FOSTER HIGH SCHOOL SITE ADDRESS: 4242 S 144TH ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: COO Public Works imp Fire Prevention Structural n Planning Division ElPermit Coordinator 111 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/08/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 06/05/18 Approved with Conditions 111 Denied (ie: Zoning Issues r Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 5.--23-.1 5 Departments issued corrections: Bldg vgl, Fire 0 Ping 0 w Staff Initials: 114( 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0068 DATE: 11/30/18 PROJECT NAME: FOSTER HIGH SCHOOL SITE ADDRESS: 4242 S 144 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building 6vision Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/04/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 1/01/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping 0 PW D Staff Initials: 12/1 8/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0068 DATE: 10/17/18 PROJECT NAME: FOSTER HIGH SCHOOL SITE ADDRESS: 4242 SOUTH 144 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 419-S eori?„ 10-301 Building Division 116No Public Works Fire Prevention Structural Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) - (ie: Zoning Issues) DUE DATE: 11/15/18 P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 11 Departments issued corrections: B dg6 Fire 0 Ping 0 PW 0 Staff Initials: 14/ 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11/30/18 Plan Check/Permit Number: PG18-0068 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter #2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: FOSTER HIGH SCHOOL Project Address: 4242 S 144th Street, Tukwila, WA 98168 RECEIVED CITY OF TUKWILA NOV 3 0 2018 PERMIT CENTER Contact Person: John Wegener, AIA (BLRB Architects) Phone Number: 253-627-5599 Summary of Revision: Response to Permit Comment #1: The plumbing and HVAC work as described in the plans and Division 20, 22, 23 specifications is the responsibility of a single mechanical contractor per specification section 20 00 00 — 1.01-C. The plumbing contractor will be responsible for the plumbing fixtures whether the schedule is located in the "M" Sheets of the "P" Sheets. Response to Permit Comment #2: Trap primers shall be provided for each floor drain, funnel drain, shower drain, mop sink and floor sink in accordance with specification section 22 11 19 — 2.07. As requested, trap primer Locations have been added to the plans with a solid delta symbol per the mechanical legend. Each trap primer Location is clouded on the revised plans. Sheet Number(s): 'Permit Resubmittal Drawings (Dated 11/28/181: Sheets M1.11A. M1.21. M1.22. M1.31C. 11/11.41F. M1.70. and M1.71. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 1 U ' ( W:\Perna Centeraemplats\Forms \Revision Submittal Form.doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/17/18 Plan Check/Permit Number: PG18-0068 ❑ Response to Incomplete Letter # Response to Correction Letter #1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Foster High School Modernization & Additions Project Address: 4242 S 144' Street, Tukwila, WA 98168 Contact Person: John Wegener, AIA (13LRB Architects) Phone Number: 253-627-5599 Summary of Revision: (SEE ATTACHED REVIEW COMMENT RESPONSES & CATALOG CUTS OF "REDUCED PRESSURE REDUCED PRESSURE ZONE ASSEMBLIES"; SOLID INTERCEPTOR"; AND NON-RESIDENTIAL SEWER SEW USE CERTIFICATE") RECEIVED CITY OF TUKWILA OCT 172018 PERMIT CENTER Sheet Number(s): Sheet M5.01 dated 10/16/18 - Areas of Revision "Clouded" "Cloud" or highlight all areas of revision includin ate of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 16-1-7-4 V W:'Permit CenteriTemplales\Fonns\Revision Submittal Form.doc Revised: August 2015 Ilonic Espaniol Copt:act Search L&I Safety & Health Claims & Insurance Washington State Department of Labor & Industries tndex Help qty L&1 Workplace Rights Trades & Licensing PAC WEST MECHANICAL LLC Owner or tradesperson Principals BECK, DANIEL M, PARTNER/MEMBER BECK, SHANNON S, PARTNER/MEMBER Doing business as PAC WEST MECHANICAL LLC WA UBI No. 602 354 578 30336 THOMAS RD SE KENT, WA 98042 253-638-2990 KING County Business type Limited Liability Company Governing persons DANIEL M BECK SHANNON S BECK; 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. PACWEWM960B9 Effective — expiration 01/29/2004— 01/29/2020 Bond DEVELOPERS SURETY & INDEM CO $12,000.00 Bond account no. 856910C Received by L&I Effective date 01/16/2004 12/31/2003 Expiration date Until Canceled Insurance American Fire & Casualty Co $1,000,000.00 Policy no. BKA54487506 Received by L&I Effective date 04/24/2018 06/09/2015 Expiration date 06/09/2019 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve Foster High School Modernization and Addition Volume 2 Tukwila School District (PLUMBING ONLY) 4.23.2018 PERMIT SET DESIGN TEAM OWNER TUKWILA SCHOOL DISTRICT NO. 406 4640 South 144th Street Tukwila, WA 98168 Phone: 206.901.8006 Contact: Dr. Judith Berry, Deputy Superintendent ARCHITECT BLRB ARCHITECTS P.S. Pacific Plaza 1250 Pacific Ave. Ste. 700 Tacoma, WA 98402 Phone: 253.627.5599 Fax: 253.572.5167 Contact: John S. Wegener, AIA, Project Manager Lee Fenton, AIA, Principal -in -Charge CIVIL ENGINEER AHBL - TACOMA 2215 North 30th Street, Suite 300 Tacoma, WA 98403 Phone: 253.383.2422 Fax: 253.383.2572 Contact: Lisa Klein, Planner Doreen Gavin, Principal -in -Charge STRUCTURAL ENGINEER PCS STRUCTURAL SOLUTIONS Pacific Plaza 1250 Pacific Ave. Ste. 701 Tacoma, WA 98402 Phone: 253.383.2797 Fax: 253.383.1557 Contact: Brett Maddox, P.E. Principal -in -Charge MECHANICAL ENGINEER BCE ENGINEERS INC. 6021 12th Street East, Ste. 200 Fife, WA 98424 Phone: 253.922.0446 Contact: Chris Caffee, Principal in -Charge ELECTRICAL ENGINEER BCE ENGINEERS INC. 6021 12th Street East, Ste. 200 Fife, WA 98424 Phone: 253.922.0446 Contact: Michael Cozart, Principal -in -Charge Chuck Heaton, P E., Principal FOOD SERVICE HALLIDAY & ASSOCIATES 656 NW Norwood Street Camas, WA 98607 Phone: 360.834.6657 Fax: 360.834.5453 Contact: Laura Bourland Vice President LANDSCAPE ARCHITECT WEISMAN DESIGN GROUP 2329 East Madison Street Seattle, WA 98112 Phone: 206.322.1799 Fax: 206.322.1799 Contact: Andy Rasmussen, Principal -in -Charge ACOUSTICAL & A/V CONSULTANT SSA ACOUSTICS, INC 222 Etruria Street, Suite 100 Seattle, WA 98109 Phone: 206.839.0819 Fax: 206.839.0824 Contact: William Stewart, Managing Principal HARDWARE CONSULTANT ALLEGION 19017 120th Avenue NE, Ste. 101 Seattle, WA 98011 Phone: 425.686.3613 Contact: Jerry Davis, AHC REVISIONS No char ec Snap Oe 'Haar to the scope of wore eland'..( dr: • gpprpvai of ;ne tukw:la D'v sicn NOTE: Revisions veil; !eauile a new Wan submittal anc may include aodttional plan review. SEPARATE PERMIT REQUIRED FOR: °chanicel Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION FP fr Paflltlt No. p. v into Plan review approval is sumiect to errors and omissions Approvav of construction documents does a(:Incr:Ze me v,c.ancn of an adopted code or aromance Receipt of apyrove eld Cope and •—eanonlons is a4 nail af! /� /tit Date ! -'C7 Co of TuYvaia BUILDING OIVIS1ON REVIEWED FOR CODE COMPLIANCE APPROVED 1?' DEC 0 ° 261i8� pp c City of Tukwila BUILDING DIVISION I BLRBard Y 1250 Pacific Avenue, Suite 700 // Tacoma, WA, 98402 P: 253.627.5599 // F: 253.572.5167 // www.BLRB.com l�l�b-ooloa�b 16.08 PERMIT SET COVER SHEET A0.0 2 4/25/2018 8:59:53 AM FOSTER H.S. MODERNIZATION & ADDITION TUKWILA SCHOOL DISTRICT No. 406 -PERMIT REVIEW SET - VOLUME 2 (PLUMBING ONLY) INDEX OF DRAWINGS VOLUME 1 VOLUME 2 GENERAL DRAWINGS VOL 1 EXISTING CONDITIONS CODE COMPLIANCE DRAWINGS HAZARDOUS MATERIAL... CIVIL DRAWINGS LANDSCAPE DRAWINGS DEMOLITION DRAWINGS ARCHITECTURAL DRAWINGS ARCHITECTURAL DRAWINGS... STRUCTURAL DRAWINGS A0.0 2 A0.1 2 A0.2 2 GENERAL DRAWINGS VOL 2 COVER SHEET DRAWING INDEX SHEET DATA SHEET MECHANICAL DRAWINGS M0.01 MECHANICAL NOTES M0.02 MECHANICAL LEGEND M1.10A FOUNDATION PLUMBING PLAN - PH. 1 AREA A M1.10B FOUNDATION PLUMBING PLAN - P 1 AREA B M1.11A LEVEL 1 PLUMBING PLAN - PH. 1 - AREA A M1.11B LEVEL 1 PLUMBING PLAN - PH 1- AREA B M1.12A LEVEL 2 PLUMBING PLAN - PH 1 - AREA A M1.12B LEVEL 2 PLUMBING PLAN - PH 1 -AREA B M1.20 FOUNDATION PLUMBING PLAN -PH 2- AREAS D,E M1.21 LEVEL 1 PLUMBING PLAN - PH. 2-AREAS D,E M1.22 LEVEL 2 PLUMBING PLAN - PH. 2 - AREA 0,E M1.30C FOUNDATION PLUMBING PLAN - PH 3 - AREA C M1.31C LEVEL 1 PLUMBING PLAN- PH 3-AREA C M1.31 D LEVEL 1 PLUMBING PLAN - PH 3 - AREA D M1.31 F LEVEL 1 PLUMBING PLAN - PH 3 - AREA F M1,33 PLATFORM PLUMBING PLAN - PH 3 - AREAS C,D,H M1.33G PLATFORM PLUMBING PLAN - PH 3 - AREA G M1.40F FOUNDATION PLUMBING PLAN - PH 4 - AREA F M1.41F LEVEL 1 PLUMBING PLAN - PH 4 - AREA F M1.52C LEVEL 2 PLUMBING PLAN - PH 5 - AREA M1.52D LEVEL 2 PLUMBING PLAN - PH 5 - AREA D M1.60 PLUMBING ROOF PLAN M1.70 ENLARGED PLUMBING PLANS MD1.11 MD1.12 MD1.31 MD1.51 MD1.52 LEVEL 1 PLUMBING LEVEL 2 PLUMBING LEVEL 1 PLUMBING LEVEL 1 PLUMBING LEVEL 2 PLUMBING DEMOLITIN PLAN - PH 1 DEMOLITION PLAN - PH1 DEMOLITION PLAN - PH 3 DEMOLITIN PLAN - PH 5 DEMOLITION PLAN - PH 5 ELECTRICAL DRAWINGS Sheet Number FIRE ALARM DRAWINGS TELECOM DRAWINGS Sheet Name REVIEW D FOR CODE COMPLIANCE APPROVED 777777 Ca 2018 city kwila ,I BUILDINOt TuG DIVISION PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB architects TACOMA 1250 Pacific Aee. Suite l00 Washington 98401 253.621.5599 BLRB.corn Drawing Title: DRAWING INDEX SHEET Date : 4.23.2018 Revised : Stamp 5932 REGISTERED ARCHIT@C1- ,1 LEE RAYMI STATE OF ND FE TON lASHINGTON Drawn By Author Project No. 16.08 Sheet No. A0.1 2 BLRB ARCHITECTS, P.S. 4/24/2018 10:06:35 AM FOSTER H.S. MODERNIZATION & ADDITION TUKWILA SCHOOL DISTRICT No. 406 - PERMIT REVIEW SET VOLUME 2 (PLUMBING ONLY) DRAWING KEYNOTING SYSTEM A keynoting system is used on the drawings for materials, references and notes. Refer to the keynote legend on the drawing for the information which relates to each keynote on the respective drawing. Each keynote consists of a 6-digit number followed by a period and a letter suffix. The 6-digit number relates to the specifications section which generally covers the item that is referenced, and a letter suffix identifies the specific reference notation used on the drawing. The letter suffix does not relate to any corresponding reference letter in the specifications. The organization of the keynoting system on the drawings, with the keynote reference numbers related to the specification sections numbering system, shall not control the contractor in dividing the work among subcontractors or in establishing the extent of the work to be performed by any trade. Material Key Legend on each sheet is for ease of reference. The Architect's current Master List, which includes Keynotes not used on this project, is included in the specifications following Section 014200 - References. ARCHITECTURAL SYMBOLS - - LETTERED GRID RUN SEQUENTIALLY FROM NORTH TO SOUTH ROOF TYPE WALL TYPE It I co ." WALL GRID IS ASSOC. W/ O0 LL LETTERED GRID RUN SEQUENTIALLY FROM WEST TO EAST GRID LINES CMS STRUCTURAL BAYS ROOM NUMBER rTh NORTH ARROW DOOR NO. WINDOW TYPE LOUVER TYPE BUILDING SECTION NO. DETAIL NUMBER SHEET WHERE DRAWN SHEET WHERE DRAWN BUILDING SECTION DETAIL PROJECT DATA PROJECT ADDRESS 4242 South 144th Street TUKWILA, WA 98168 TAX PARCEL NO. 152304-9108 GOVERNING CODES WASHINGTON STATE BUILDING CODE IBC 2015 INTERNATIONAL FIRE CODE WASHINGTON STATE ENERGY CODE TUKWILA MUNICIPAL CODE TITLE 16 TUKWILA MUNICIPAL CODE TITLE 18 EXISTING ZONING LDR - LOW DENSITY RESIDENTIAL - SCHOOLS ARE ALLOWED AS A CONDITIONAL USE PER 18.10.040; TITLE 18 TUKWILA MUNICIPAL CODE (TMC) LEGAL DESCRIPTION THE SOUTH HALF OF THE SOUTHWEST QUARTER FO THE SOUTHEAST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON EXCEPT THE WEST 190 FEET OF THE EAST 565 FEET OF THE SOUTH 320 FEET OFSAID SUBDIVISION; AND EXCEPT THE SOUTH 20 FEET DEEDED TO KING COUNTY FOR ROAD UNDER AUDITOR'S FILE NO. 1158646; AND EXCEPT THE 30 FEET DEEDED TO KING COUNTY BY THE AUDITOR'S FILE NO. 472349 AND 5548565; EXCEPT THE NORTH 30 FEET OF THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON, LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION AND WEST OF THE SOUTHERLY PRODUCTION OF THE EAST LINE OF VIEW STREET "43RD AVENUE SOUTH" AS SHOWN ON THE PLAT OF RIVERTON MACADAM ROAD TRACTS, ACCORDING TO THE PLAT RECORDED IN THE VOLUME 16 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON, DEEDED TO KING COUNTY FOR ROAD UNDER AUDITOR'S FILE NO. 6010970; AND EXCEPT THE NORTH 3 FEET OF THE SOUTH 23 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, FROM ENGR. STA. 90400 AS SURVEYED BY KING COUNTY SURVEY NO. 20-23-4-66 DEEDED TO KING COUNTY FOR ROAD UNDER AUDITOR'S FILE O. 7406130313; ALSO THE WEST 500 FEET OF THE NORTH 609.84 FEET FO THE SOUTH 629.84 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 ORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. E ' 142nd St 144th St 1461h•St F 148th St 1501h St 152rtd St G rCargo Rry 5 1 SStb S. S148thSt cu c 2 w S15f Sty S 154th SeaTac Rental Car. Facility air - .S 144th:St C*f VICINITY MAP $146thSt. S14nthSt- 618 S:14Sth at et, S 150th St ta Gt. ;n Foster High School! 44th St. S any puyq S 152nd'St 150t7; 5t 5 q.. S 146thSt to ca Thorndyke Elementary School S "f 56th St f1 S 144th St n to AEA 2 � 5 { 4; Ccg S 1501th SSt a 1. 3 r rmr, ntaf Blvd Crystal S152n4St CD AE r m Tukwit S147thSt r 9' D D S 149th S! I 0 n05 ABBREVIATIONS AB ANCHOR BOLT ABS ACRYLONITRLIE-BUTADIENE-STYRENE (PLASTIC) ACM ASBESTOS CONTAINING MATERIAL ACP ACOUSTICAL CEILING PANEL ACP ASPHALT CONCRETE PAVEMENT ACT ACOUSTICAL TILE AD AREA DRAIN ADJ ADJACENT ADJT ADJUSTABLE ADP ACOUSTICAL DIFFUSION PANEL AFF ABOVE FINISH FLOOR AGG AGGREGATE AL ALUMINUM ALT ALTERNATE AP ACCORDION PARTITION AR ABUSE RESISTANT ARGWB ABUSE RESISTANT GYPSUM WALL BOARD ARCH ARCHITECT (URAL) ATB ASPHALT TREATED BASE AWP ACOUSTICAL WALL PANEL BIT BITUMINOUS BL BLINDS BLDG BUILDING BLK'G BLOCKING BM BEAM BMU BOT BR BUR C/S CAB CB CG CHB CJ CL CLF CLG CLR CMT CMU CO BRICK MASONRY UNIT BOTTOM BRICK BUILT UP ROOFING CLOCK/SPEAKER CABINET CATCH BASIN CORNER GUARD CHALKBOARD CONTROL JOINT CENTER LINE CHAIN LINK FENCE CEILING CLEAR (ANCE) CERAMIC MOSAIC TILE CONCRETE MASONRY UNIT CLEAN OUT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS/CONTINUATION CONTR CONTRACTOR CORR CORRIDOR COVE SVCOVE SHEET VINYL CPT CARPET CR CT CTSK CUSP CUST CW D DBL DEMO DF DIA DIM DISP DN DR DS OTL DW DWG DWR E EA EF EIFS EJ ELECT ELEV ELEV EM EMC EMH EP EPNL EQ EQUIP ER ESR EXIST EXPS EXT FA FCB FCS FCP FD FDN FE FEC FF FG FGP FH FIN CLASSROOM CERAMIC TILE COUNTER SINK CUSPIDOR CUSTODIAN COLD WATER DEEP DOUBLE DEMOLITION DRINKING FOUNTAIN DIAMETER DIMENSION DISPENSER DOWN DOOR DOWNSPOUT DETAIL DISHWASHER DRAWING DRAWER EAST EACH EXHAUST FAN EXT. INSUL. FINISH SYSTEM EXPANSION JOINT ELECTRIC (AL) ELEVATION ELEVATOR ENTRY MAT ELECTRO MAGNETIC CLOSER ELECTRO MAGNETIC HOLDER EPDXY PAINT ELECTRICAL PANEL EQUAL EQUIPMENT EPDXY RESIN ELASTOMERIC SHEET ROOFING EXISTING EXPOSED STRUCTURE EXTERIOR FIRE ALARM FIBER CEMENT BOARD FIBER CEMENT SIDING FIBER CEMENT PANELS FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FINISH GRADE FIRE ALARM GRAPHIC PANEL FIRE HYDRANT FINISH (ED) D GL MB NCL NSUL NT PT R RGWB JST JT KO KS LAB LAM LAV LF LGL LH LIN LT MAR MAT MAX MB MDF MDO MECH MFR MH MIN MIR MISC MTL MW FLR FLOOR FO FACE OF FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FPP FOLDING PANEL PARTITION FR FALL RESTRAINT FRCP FIBER REINFORCED CEMENT PANEL FRP FIBER REINFORCE PANEL FRT FIRE RESISTANT TREATMENT FS FIRE STOP (ING) FT FOOT, FEET FTG FOOTING FURR FURRING FW FOLDING WALL GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACT (OR) GCMU GLAZED CMU GL GLASS, GLAZING GLB GLU-LAM BEAM GSH GYPSUM SHEATHING GVL GRAVEL GWB GYPSUM WALLBOARD HB HOSE BIB HC HANDICAP HDR HEADER HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HR HANDRAIL HT HEIGHT HVAC HEATING, VENTILATING & AIR CONDITIONING HW HOT WATER HWH HOT WATER HEATER/TANK NSIDE DIAMETER NSULATED GLASS NTERACTIVE MEDIA BOARD NCLUDE (ED, ING) NSULATE (D) (ION) NTERIOR NTUMESCENT PAINT MPACT RESISTANT MPACT RESISTANT GYPSUM WALL BOARD JOIST JOINT KNOCK OUT KNEE SPACE LABORATORY LAMINATE (D) LAVATORY LIN FOOT (FEET) LAMINATED GLASS LEFT HAND LINOLEUM LIGHT MODIFIED ASPHALT ROOFING MATERIAL MAXIMUM MARKER BOARD MDF MEDIUM DENSITY OVERLAY PLYWOOD MECHANICAL MANUFACTURE MANHOLE MINIMUM MIRROR MISCELLANEOUS METAL MICROWAVE N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NSV NON-SKID SHEET VINYL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED/CONTRACTOR INSTALLED OFD OVERFLOW DRAIN OH OVER HEAD OP OPERABLE PARTITION OPG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PAR PARALLEL PART PARTITION PBG PROTECTIVE BUMPER GUARD PB PEGBOARD (TEMPERED HARDBOARD) PC PRECAST PERF PERFORATED) PERP PERPENDICULAR PH PANIC HARDWARE PL PROPERTY LINE PL PLATE PLAM PLASTIC LAMINATE PLYWD PLYWOOD PNL PANEL PR PRT PS PSF PSI PT PTD PTR PVC PWC PWP QT R RAU RB RD REF REFERENCE REF REFRIGERATOR REINF REINFORCE (D) REQ REQUIRED PAIR PRESSURE TREATED PROJECTION SCREEN POUNDS PER SQUARE FOOT POUND PER SQUARE INCH PAINT PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER / RECEPTACLE POLY VINYL CLORIDE (PLASTIC) PROTECTIVE WALLCOVERING PROTECTIVE WALL PANELS QUARRY TILE RISER RUBBERIZED ASPHALT UNDERLAYMENT RESILIENT BASE ROOF DRAIN RES.T RESILIENT TREADS RISERS, TILE (LANDINGS) RH RIGHT HAND RO ROW RT S S S/H ROUGH OPENING RIGHT OF WAY RIGHT SINK SOUTH SEALER/HARDENER SAC SUSPENDED ACOUSTICAL CEILING SC SPECIAL COATING SCHED SCHEDULE (D) SCMU SOUND BLOCK CMU SD SOAP DISPENSER SEC SECTION SF SQUARE FOOT (FEET) SH SHEATHING SHR SHT SIM SL SND SNR SPEC SQ SS ST ST/L STN SHOWER SHEET SIMILAR (CONDITIONS VARY) SLOPE SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFIED / SPECIFICATIONS SQUARE STAINLESS STEEL STAIN STAIN & LACQUER STAIN & VARNISH STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPEND (ED) SV SHEET VINYL T TREAD T/ TOP OF TB TOWEL BAR TBB TILE BACKER BOARD TBD TACKBOARD TC TERPOLYMER COATING TEL TELEPHONE TF TRANSPARENT FINISH TG TONGUE& GROOVE TGL TEMPERED GLASS THK THICK TO TOP OF TRSP TRANSLUCENT SKYLIGHT PANEL (S) (ING) TRWP TRANSLUCENT WALL PANEL (5) (ING) TTD TOILET TISSUE DISPENSER TWP TACKABLE WALL PANEL TYP TYPICAL UON UNLESS OTHERWISE NOTED UR URINAL VAR VARIES VB VAPOR BARRIERJRETARDER VCT VINYL COMPOSITION TILE VEN VENEER VRB VENTED RUBBER BASE VERT VERTICAL VIF VERIFY IN FIELD VP VENEER PLASTER VR VAPOR RETARDER VS VARNISH SYSTEM VWC VINYL WALL COVERING W WEST W/ WITH W/O WITHOUT WD WOOD WD WOOD FLOORING WGL WIRE GLASS WIN WINDOW WM WIRE MESH WMP WIRE MESH PARTITION WR WATER RESISTANT WRGWB WATER RESISTANT GYPSUM WALL BOARD WSCT WAINSCOT WWF WELDED WIRE FABRIC WWM WOVEN WIRE MESH YD YARD REVIEWED FOR CODE COMPLIANCE APPROVED PIC• 0,' 2018 City of Tukwila 1' BUILDING DIVISION 6 PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 1250 Pan* Are. lode ].30 Was'iington 78172 BLRB Drawing Title: i DATA SHEET Date : 4.23.2018 Revised : Stamp 5932 REGISTERED ARCHI r STATE r WASHINGTON L, Drawn By : Author Project No. 16.08 Sheet No. A0.2 2 PLIISCiocto BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 9 5/15/2017 9:41:16 AM GENERAL MECHANICAL NOTES 1. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL". 2. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND REPRESENT THE GENERAL SCOPE OF WORK. REVIEW THE SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 3. MECHANICAL CONTRACTOR SHALL NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 4. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 5. COORDINATE LOCATIONS OF ALL CEILING -MOUNTED EQUIPMENT WITH SPRINKLER PLANS, LIGHTING PLANS, LOW VOLTAGE PLANS, AND ALL TRADES' CEILING -MOUNTED DEVICES. COORDINATE BELOW GRADE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN PIERS, ETC. SLEEVE PIPING THROUGH GRADE BEAMS, FOOTINGS, ETC. WHERE REQUIRED AND AS NOTED ON PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR, AND GENERAL CONTRACTOR BEFORE CONCRETE IS INSTALLED. 7. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 8. ALL PENETRATIONS OF FLOORICEILING ASSEMBLIES SHALL BE FIRE STOPPED IN ACCORDANCE WITH ALL APPLICABLE CODES. 9. ALL PENETRATIONS IN EXISTING ROOFS SHALL BE PERFORMED BY OWNER'S ROOFING CONTRACTOR 50 AS TO MAINTAIN WARRANTY. 10. NO SUPPORT OF DUCTWORK, PIPING, OR EQUIPMENT IS ALLOWED FROM THE ROOF DECKING. PROVIDE BRIDGING AND SUPPORTS AS REQUIRED. 11. FOR ALL EQUIPMENT, MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION. 12. REFER TO TYPICAL DETAILS PROVIDED IN THIS DRAWING SET FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE WITH DETAILS. 13. A SHORT DASH IN A SCHEDULE TABLE CELL INDICATES THAT THE COLUMN HEADING IS NOT USED OR NOT APPLICABLE TO THAT SCHEDULED ITEM. 14. ALL DUCTWORK AND PIPING IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED IN A FURRED CHASE OR ABOVE THE HARD SUSPENDED CEILING UNLESS NOTED OTHERWISE. 15. WHERE NECESSARY, ANY EXPOSED PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE, TIGHT TO WALLS, AND PARALLEL OR PERPENDICULAR TO STRUCTURAL AND ARCHITECTURAL ELEMENTS. 16. FOR EQUIPMENT ABOVE ACCESSIBLE CEILINGS, INSTALL TAG ON CEILING GRID FRAME TO INDICATE LOCATION AND TYPE OF EQUIPMENT THAT REQUIRES MAINTENANCE. 17. THE FIRST FIGURE OF DUCT SIZE CALLOUTS INDICATES DIMENSION OF FACE SHOWN OR INDICATED. 18. DUCT SIZES NOT SHOWN SHALL BE SIZED TO VELOCITIES NO GREATER THAN UPSTREAM SECTIONS USING SIMILAR ASPECT RATIOS. 19. TOTAL STATIC PRESSURE NOTED IN SCHEDULES SHALL BE ASSUMED TO INCLUDE DUCT SYSTEM, TERMINAL UNITS, FILTERS, COILS, ETC. 20. ALL SUPPLY AIR FILTERS SHALL BE MERV-8 RATED UNLESS NOTED OTHERWISE. 21. AIR TERMINAL SIZES SHOWN ON PLANS ARE NECK SIZES. PROVIDE ADDITIONAL PANS, HARDWARE, ETC. REQUIRED TO INSTALL AIR TERMINAL IN CEILING SYSTEM. 22. DUCTWORK SHALL BE 2.0" PRESSURE CLASS UNLESS NOTED OTHERWISE. 23. ALL SUPPLY AIR TAKEOFFS FROM MAIN TRUNK DUCTS SHALL BE INSTALLED WITH BELLMOUTH FITTINGS OR 45 DEGREE ENTRIES TO PROVIDE THE SMOOTHEST AIRFLOW POSSIBLE. 24. A 5'-0" MAXIMUM LENGTH OF INSULATED FLEXIBLE DUCT SHALL BE PROVIDED TO EACH AIR SUPPLY OUTLET. 25. PROVIDE EACH ZONE WITH THERMOSTATIC CONTROLS THAT PROVIDE A DEADBAND OF AT LEAST 5°F IN WHICH HEATING OR COOLING ENERGY IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM. THERMOSTAT SHALL BE CAPABLE OF THERMOSTATIC SETBACK, AUTOMATIC SETBACK AND SHUTDOWN, AND AUTOMATIC START CAPABILITIES. 26. FINAL THERMOSTAT LOCATIONS SHALL BE APPROVED BY ARCHITECT OR OWNER. 27. PROVIDE MANUAL VOLUME DAMPER FOR EACH DIFFUSER, REGISTER, AND GRILLE. 28. LOUVERS SHOWN ARE MINIMUM SIZES FOR AIRFLOW REQUIREMENTS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT SIZE AND LOCATION OF LOUVERS. MECHANICAL CONTRACTOR SHALL PROVIDE FULL SIZE LOUVER AS SHOWN ON THE ARCHITECTURAL ELEVATIONS INCLUDING, BUT NOT LIMITED TO, HIDDEN MULLIONS, LOUVER EXTENSIONS, AND LOUVER SHAPES, COLOR AS SELECTED BY THE ARCHITECT. ANY LOUVER AREA NOT USED FOR DUCTWORK SHALL BE BLANKED -OFF WITH SHEET METAL. GC TO PROVIDE INSULATION FOR BLANKED -OFF SECTIONS AND PAINT OTHER SIDE FLAT BLACK. 29. WATER PIPE CONNECTIONS TO AIR HEATING AND COOLING COILS SHALL BE MANUFACTURED AND CONNECTED IN COUNTER -FLOW CONFIGURATION BETWEEN WATER AND AIR. 37. 38. 39. 40. 30. ALL PRESSURES LISTED ARE GAGE PRESSURES UNLESS NOTED OTHERWISE. 31. FIELD ROUTE CONDENSATE DRAINAGE PIPING FROM EQUIPMENT TO NEAREST DRAIN LOCATION (SUCH AS SERVICE SINK, FUNNEL DRAIN, ETC.). SLOPE NON -PRESSURIZED DRAIN PIPING TO DRAIN LOCATION. MINIMUM PIPE SIZE SHALL BE 3/4". INCREASE PIPE SIZE WHERE APPLICABLE PER IMC 307.2.2. 32. PROVIDE COMPLETE IMC 307.2.3-COMPLIANT SECONDARY CONDENSATE DRAINAGE SYSTEM WHERE REQUIRED, INCLUDING PIPING, FITTINGS, DRAIN PANS, AND WATER LEVEL DETECTION DEVICES. FIELD ROUTE DRAINAGE PIPING FROM EQUIPMENT TO NEAREST CONSPICUOUS DRAIN LOCATION. COORDINATE DRAIN LOCATION WITH OWNER'S TECHNICAL REPRESENTATIVE. 33. SIZE REFRIGERANT PIPING ON SPLIT SYSTEM UNITS PER MANUFACTURER'S RECOMMENDATIONS. VALVES SHALL BE INSTALLED SO THAT SYSTEM REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS. 35. PROVIDE UNIONS AND/OR FLANGES AT EACH PIECE OF EQUIPMENT, AT EACH CONTROL VALVE, IN BYPASSES, AND IN LONG PIPING RUNS (100 FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS. 36. VALVES, EXPANSION FITTINGS/LOOPS, AND PIPING SPECIALTIES SHALL BE FULL SIZE OF PIPE UNLESS NOTED OTHERWISE. VIBRATION ELIMINATORS SHALL BE INSTALLED ON ALL CEILING HUNG EQUIPMENT. BALANCE ALL DIFFUSERS TO CFM VALUES SHOWN. ALL EQUIPMENT SHALL HAVE A UL LISTING. HANGERS AND SEISMIC BRACING FOR THE MECHANICAL SYSTEMS SHALL BE DESIGNED AND PROVIDED BY THE MECHANICAL CONTRACTOR. REFER TO CONTRACTOR SHOP DRAWINGS FOR LOCATIONS OF EQUIPMENT AND HUNG MECHANICAL SYSTEMS. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE SUPPORT SYSTEMS AND DESIGN LOADS FOR HUNG MECHANICAL SYSTEMS WITH THE GENERAL CONTRACTOR AND OTHER TRADES THAT MAY BE IMPACTED. 41. PROVIDE MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION OF MECHANICAL SYSTEMS. 42. PIPES ABOVE CEILING ARE TO BE ROUTED 2 FEET ABOVE THE CEILING FOR EASE OF MAINTENANCE. 43. DISCHARGE TEMPERATURE OF PUBLIC LAVATORIES SHALL BE 104 DEGREES FAHRENHEIT. MAXIMUM HOT WATER PIPE DIAMETER FROM MAIN TO LAVATORY SHALL BE NO MORE THAN 1/2". MAXIMUM LENGTH AT THIS SIZE SHALL NOT EXCEED 2 FEET. 45. HW/CW PIPE SIZE FROM MAIN TO SINKS SHALL BE 3/4". HOT WATER PIPE LENGTH SHALL NOT EXCEED 21 FEET. 46. PROVIDE HEAT TRAPS ON SUPPLY AND DISCHARGE PIPING ASSOCIATED WITH WATER HEATER. 47. PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. 48. FOR VENTS, MAINTAIN 10 FEET MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2 FEET CLEARANCE FROM ALL OTHER EQUIPMENT. 49. PROVIDE CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR MOP SINK FAUCETS DOWNSTREAM OF SHUTOFF VALVES. 50. EXPOSED HOT WATER PIPES AND DRAIN PIPES UNDER HANDICAPPED ACCESSIBLE LAVATORIES SHALL BE CONFIGURED OR INSULATED TO PROTECT AGAINST CONTACT. 51. ALL RPZ ASSEMBLIES SHALL BE TESTED AND APPROVED BY A CROSS CONNECTION CONTROL DEVICE INSPECTOR BEFORE INITIAL OPERATION. RECORDS TO VERIFY THIS TESTING SHALL BE AVAILABLE ON SITE. 52. IN SOME INSTANCES, BACK-TO-BACK FIXTURES ARE SHOWN WITH ONE WASTE CONNECTION. CONTRACTOR SHALL PROVIDE THE REQUIRED FITTINGS TO CONNECT THE BACK-TO-BACK FIXTURES TO WASTE CONNECTION AS REQUIRED. 53. PROVIDE SANITARY WASTE CLEANOUTS IN WALL EVERY 100 FEET. 54. ALL DUCTWORK SHALL BE LOW PRESSURE CLASS EXCEPT WHERE NOTED BELOW. 55. THE FOLLOWING DUCTWORK SHALL BE MEDIUM PRESSURE CLASS: ALL NEW EXHAUST DUCTWORK ASSOCIATED WITH HRU-1. 55. THE FOLLOWING DUCTWORK SHALL BE HIGH PRESSURE CLASS: ALL NEW SUPPLY DUCTWORK ASSOCIATED WITH AHU-4 AND AHU-5, ALL NEW SUPPLY DUCTWORK ASSOCIATED WITH HRU-1. 56. HIGH PRESSURE DUCTWORK SHALL BE TESTED IN ACCORDANCE WITH THE 2015 WASHINGTON STATE ENERGY CODE SECTION C403.2.8.3.3. 57. SEE SHEET M7.01 FOR DEFINITIONS OF AIRFLOW ABBREVIATIONS (SA, EA, ETC.). MECHANICAL DEMOLITION NOTES 1. FOR DEMOLITION SCOPE SHOWN, CONTRACTOR SHALL REMOVE ALL DUCTWORK, PIPING, AND EQUIPMENT INCLUDING ALL ASSOCIATED INSULATION, HANGERS, VALVES, PLENUM WALLS, DAMPERS, WIREMOLD, WIRING, CONTROLS, AND APPURTENANCES ASSOCIATED WITH EACH PIECE OF EQUIPMENT. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF EXISTING MECHANICAL EQUIPMENT WHERE REQUIRED BY DEMOLITION OR ALTERATION OF EXISTING STRUCTURE DURING CONSTRUCTION. COORDINATE WITH GC AND PROVIDE NECESSARY SUPPORTS AND HANGERS TO MAINTAIN INTEGRITY, SAFETY, AND PROPER OPERATION OF EXISTING MECHANICAL SYSTEMS. 3. MAINTAIN AND RESTORE (IF INTERRUPTED) ALL PIPING AND DUCTWORK PASSING THROUGH RENOVATED AREAS AND SERVICING UNDISTURBED AREAS. 4. REMOVE ALL ABANDONED DUCTWORK, PIPING, CONTROLS, WIRING, ETC. WHERE ACCESSIBLE IN RENOVATED AREAS. 5. WHERE CONTROLS ARE DEMOLISHED, REMOVE WIRING BACK TO NEAREST CONTROL PANEL OR JUNCTION BOX. REMOVE ACCESSIBLE CONDUIT, JUNCTION BOXES, ETC. CONTRACTOR SHALL PERFORM DEMOLITION IN NEAT AND SKILLFUL MANNER SO AS NOT TO DAMAGE OR DEFACE ANY CONSTRUCTION THAT IS TO REMAIN. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS. 8. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED AS BEING RELOCATED. APPLICABLE CODES AS ADOPTED BY THE CITY OF TUKWILA AND THE STATE OF WASHINGTON: 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL BUILDING CODE 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL FUEL GAS CODE DESIGN CONDITIONS OUTDOOR CONDITIONS COOLING: 85°F DB, 65°F WB HEATING: 24°F DB INDOOR CONDITIONS COOLING: 75°F DB, 50% RH HEATING: 70°F DB REVIEwjD FOR CODE COMPLIANCE APPROVED DEC 0 2018 City of Tukwila BUILDING DIVISION PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB archit TACOMA (£ 1259 Pacific. Ave. Sui:e 7C0 15'zshinn'c n 9P2.02 2S S2i.3S99 EL PB corn Drawing Title: MECHANICAL NOTES Date: 4.23.2018 Drawn By : INITIALS Project No. 16.08 Sheet No. M0.01 of BLRB ARCHITECTS, P.S. 9 4/23/2018 7:55:56 PM A MECHANICAL LEGEND HVAC SYMBOL DESCRIPTION SYMBOL DESCRIPTION I v i ea i 1 1 1 SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN, RELIEF, TRANSFER, OSA DUCT UP RETURN, RELIEF, TRANSFER, OSA DUCT DOWN EXHAUST DUCT UP EXHAUST DUCT DOWN RECTANGULAR DUCT, SQUARE ELBOW UP RECTANGULAR DUCT, RADIUS ELBOW UP RECTANGULAR DUCT, SQUARE ELBOW DOWN RECTANGULAR DUCT, RADIUS ELBOW DOWN IIIIIIID ls FLEXIBLE DUCT VOLUME DAMPER (VD) MOTORIZED DAMPER CEILING RADIANT FIRE DAMPER FIRE DAMPER COMBINATION FIRE/SMOKE DAMPER FLEXIBLE CONNECTION (DUCT) TURNING VANES (TV) BACKDRAFT DAMPER (BD) THERMOSTAT (T'ST 01 + ROUND DUCT ELBOW UP UT THERMOSTAT WITH GUARD OR FLAT PLATE G (SEE SPECIFICATIONS: ( 21 + ROUND DUCT ELBOW DOWN OH HUMIDISTAT (H'STAT) 0 CEILING AIR TERMINAL - SQUARE OE EXHAUST PURGE SWITCH 0 CEILING AIR TERMINAL - ROUND 0 REFRIGERANT DETECTION SENSOR AND ALARM 12N2 co 300 CFM AIR TERMINAL SIZE, TYPE & CFM PS SPACE PRESSURE SENSOR W/H SQUARE DUCT CO2 CARBON DIOXIDE SENSOR X'e ROUND DUCT BFF BELOW FINISHED FLOOR X/X0 OVAL DUCT AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR r/�j MECHANICAL ACCESS AREA EC ELECTRICAL CONTRACTOR WPL WEATHER PROOF LOUVER GC ( GENERAL CONTRACTOR PLUMBING/HYDRONIC SYMBOL DESCRIPTION SYMBOL DESCRIPTION t —CS—: CONDENSER SUPPLY t— —? DOMESTIC COLD WATER (CW) e —CR-2 CONDENSER RETURN t— — — —e DOMESTIC HOT WATER (HW) t---CWS—: CHILLED WATER SUPPLY DOMESTIC HOT WATER RECIRCULATION (HWC) t---CWR—e CHILLED WATER RETURN t---2 W SOIL, WASTE (S,W) t---HWS--t HOT WATER SUPPLY r — — -e V VENT (V), OR HIDDEN BELOW WASTE e—HWR-2 HOT WATER RETURN t----2AW ACID RESISTANT WASTE i C--t EXISTING PIPING t- — — -4 AV ACID RESISTANT VENT t D4 t GATE VALVE (GV) t--C— 1 CONDENSATE PIPING t pb t GLOBE VALVE ?---- G—t NATURAL GAS PIPING t t BUTTERFLY VALVE R REFRIGERANT PIPING t PRESSURE REDUCING VALVE (PRV) A COMPRESSED AIR i\—i t CHECK VALVE (CV) NON t--NP_t -POTABLE WATER t ► t FLOW CONTROL VALVE .—IR IRRIGATION PIPING ‘211—? TEMP./ PRESS. RELIEF VALVE (T&PRV) e—RL_ RAIN LEADER PIPING 19ci t BALL VALVE 0 WASTE OR VENT UP CRI t BALANCING COCK (BC) n WALL CLEANOUT (WCO) t 17c1 2 2-WAY CONTROL VALVE t O--? FLUSH CLEANOUT (FCO/ SCO) 2-11-1 3-WAY CONTROL VALVE t II--t CLEANOUT (CO) 4-WAY CONTROL VALVE t t—o—e IN LINE WASTE CONNECTION CI— 2 PIPE DOWN CC--e P-TRAP t 01 2 PIPE UP ---H— t BRANCH PIPE DOWN TT Tji.eq BRANCH -TOP CONNECTION —FOI t BRANCH PIPE UP BRANCH -BOTTOM CONNECTION A t TEE & UP BRANCH -SIDE CONNECTION TEE t II t I III t e—po --)) FLOW DIRECTION 4 4 ELBOWS, 90° & 45° 1>C-14 OR DOI-t VALVE IN RISER/ DROP C CAP --' PIPE ANCHOR t01---1 PUMP r-"---e PIPE GUIDE WALL HYDRANT t s!.! t FLEXIBLE CONNECTION (PIPE) +T THERMOMETER 1,--4 t REDUCER i-P PRESSURE GAGE ? ICI t STRAINER 0 FLOOR DRAIN t---111—d UNION 111 FLOOR FUNNEL DRAIN tt FIRE HYDRANT (FH) t--- —1CROSSING LINES, NON CONNECTING THRUST BLOCK (TB) e----e PIPE CONTINUATION V- VACUUM BREAKER t1 AQUASTAT i --4 DRAIN VALVE A TRAP PRIMER WITH ACCESS PANEL AFF ABOVE FINISHED FLOOR b GAS COCK BFF BELOW FINISHED FLOOR r FLOOR SINK GC GENERAL CONTRACTOR MC MECHANICAL CONTRACTOR POC POINT OF CONNECTION EC ELECTRICAL CONTRACTOR NOTES: 1. SINGLE LINE INDICATED ON PLANS DESIGNATES THE PROPOSED ROUTING FOR THE REFRIGERATION PIPING BETWEEN THE INDOOR AND OUTDOOR UNITS. THAT SINGLE LINE REPRESENTS ALL THE REQUIRED PIPING RUNS REQUIRED FOR THE SYSTEM DESIGNED. REVIEv iD FOR CODE COM'LIANCE APPROVED DEC 01 2018 City of Tukwila BUILDING DIVISION PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA 1259 Pacific Ave. Su 700 Washirgtm' 98402 253.622.5599 BLRB.com Drawing Title: MECHANICAL LEGEND Date : 4.23.2018 Revised : Drawn By : Author Project No. 16.08 Sheet No. M0.02 of BLRB ARCHITECTS, P.S. 1 2 3 4 S 6 7 8 9 4/23/2018 8:13:05 PM A B C D E F G H J K 7 r 3" W LE=2'6" 3"W 9O I.E.= 2' 10" FOUNDATION - PHASE 1 - PLUMBING PLAN - AREA B WAiseMmg lJ8" =1'd" @ FULL SIZE 0' 2' 4' 8' -w UP TO 3' FD "k ®2" AW UP TO P-5A ; e, 2"AWUPTO 'L. SECOND FLOOR IE: 3.74' BFF 1 1 bB2 IE: 5.84' BFF 4"AW@4'0"BFF 4"W @ 11' 5" BFF IE: 4.44' BFF© • � "WUPTO;,;,i SECOND FLOOR 3'W,2"V 2'WUP TO P-5A UP TO 4" WCO P1/41(6 Do1/4/6 REVIE1,',4:D FOR CODE COM^LIANCE APPROVED DEC 0 r 2018 City of Tukwila BUILDING DIVISION E R GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHE M0.01. 2. WASTE PIPING SYSTEMS SHALL SLOPE AT 1/4" PEI LINEAR FOOT TOWARD SITE SEWER CONNECTION CONSTRUCTION NOTES 0 0 0 ® 0 0 POINT OF CONNECTION BETWEEN NEW AND EXIS PIPING. PEX LINE FOR IRRIGATION AT COURTYARD. SEE LANDSCAPING PLANS FOR CONTINUATION. PROVI TRANSITION TO PVC AT CONNECTION POINTS. ACID NEUTRALIZATION TANK, IE AT TANK ENTRANL 10' BFF. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON TANK INSTALLATION. THIN DASHED LINETYPE INDICATES WASTE PIPING ROUTED ABOVE THE FLOOR SLAB. EXISTING SEWER MAIN SHALL REMAIN OPERATION COORDINATE DOWN TIME FOR NEW CONNECTION: OWNER. SEE CIVIL PLANS FOR CONTINUATION. 6" STORM DRAIN PIPING, COORDINATE FINAL DEPT LOCATION WITH SITE PIPING INSTALLER. PER AS -BUILT RECORD DRAWINGS, POINT OF CONNECTION DEPTH = 4'-8" BFF. CONTRACTOR SH FIELD VERIFY. CAP WASTE LINE IN PHASE 1. PIPING CONTINUES I PHASE 3, SEE SHEET M1.30C. LEVEL 1 KEY PLAN < PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB arc TACOMA 1259 Paoli; Ave. Suite 700 Illaihin9ton 98402 29.527.5593 BLRB.com Drawing Tide: FOUNDATION PLUMBING PLAN PH. 1 - AREA B Date : 4.23.2018 Revised : Stamp Drawn By : Author Project No. 16.08 Sheet No. as ei O K N. ?hhub0 BLRB ARCHITECTS, P.S. 2 3 4 5 6 7 8 9 4/23/2018 8:13:01 PM B 3" RWL, SEE CIVIL PLANS FOR CONTINUATION f'—RL i - v . vim.—k' ran" FIRE RISER ROOM R LEARNING STUDIO UP TO 2" FD 2' W,1 1/2' V FOUNDATION - PHASE 1 - PLUMBING PLAN - AREA A = 1'-0' @ FULL SIZE 0' 2' 4' B' 11 ' LEARNING STUDIO LEARNING STUDIO LEARNING STUDIO C13-3) UP TO 4" WCO TOILET UPTO2FD 2" W,1 1/2" V UP TO 2' FD 2"W,11/2'V 2'WUPTOP-2 UP TO P-7A 4'WUP TOP_1 UP TO 2" FD 2"WUPTO P. P-.3A UP TO 4" WCO 2"WUP TOP=3 4" W UP TO --+ P-IA P:3A 4'WUPTO SECOND FLOOR 2" W UP TO F' , P-3A 2" W, 1 1/2" V- --. 2"WUP TO UPTO2"FD 4' W UP TO MA' WUPTOP A Kam. 2"WO1/2'V _ PTO 2" FD--[+ 4'WUPTOP-1, B2 OUTDOOR LEARNING COUTYARD 25 2' W, 1 1/2" V 4"WUP TO SECOND FLOOR UP TO 4" FCO VESTIBULE 1^ 1114"IRI) O GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. WASTE PIPING SYSTEMS SHALL SLOPE AT 1/4" PER LINEAR FOOT TOWARD SITE SEWER CONNECTION. CONSTRUCTION NOTES 0 REVIEL'JLiD FOR CODE COMPLIANCE APPROVED CEC 4" 2G18 City of Tukwila BUILDING DIVISION FER PEX LINE FOR IRRIGATION CONNECTION AT COURTYARD. SEE LANDSCAPING PLANS FOR CONTINUATION. PROVIDE TRANSITION TO PVC AT CONNECTION POINTS. 3" RWL UP TO LEVEL 2. LEVEL 1 KEY PLAN C> PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA } sr::"nt j IORMAN 1250 Patifit Ave. Suite 700 Washington 98402 53.627.5599 BLRB.com SF Suit 54.: W5`irgI9 9 211 irvi SW 5W Ave,:u Snits KO 0reuen 97204 trJm : BEND 400S+2 Cdanthi2 5+.:i+206 R'e90 i 9770Z Drawing Title: FOUNDATION PLUMBING PLAN - PH. 1 - AREA A Date 4.23.2018 Revised : Drawn By : PDD Project No. 16.08 BLRB ARCHITECTS, P.S. 11/28/2018 10:10:50 AM A B D E F G H J K VESTIBULE LEARNING STUDIO 4"W,2'V 2" FD "FCO LEVEL 1 - PHASE 1 - PLUMBING PLAN - AREA A 0' 2' 4' 8' 1/8" =1-0" (4) FULL SIZE C LEARINING STUDIO STORAGE cC160 i3/4" , 0, LEARNING STUDIO 132 <HFC> [314" 11111 (E 7-1 CORRIDOR WATER DRESSIN 3/4 3/4' LEARNING STUDIO C133) LEARNING STUDIO IT <HFC> .•MEWS •• I! 3/4" A 3/4'.HWC 1' HW 21/2" CW 1 1/2" NPCW 1 1/2" NPH�"i 3/4" NPHWC CORRIDOR Cif "k LEARNING STUDIO AD Pc_o) oss FIVIEIN,=D FOR CODE COMPLIANCE APPROVED CEC Or 2.018 City of Tukwila BUILDING DIVISION CORRECTION RECF.IVEO CITY OF TUK ViLA NOV 30 2018 PERMIT CENTER GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 0 0 CONNECT TO EXISTING 1" COMPRESSED AIR PIPEWORK AT THIS LOCATION. 4" STANDPIPE DRAIN WITH EXPOSED TRAP AND 2" VENT. COORDINATE EXACT LOCATION WITH FIRE PROTECTION CONTRACTOR. PROVIDE 4" TO 8' TRANSITION AT TOP OF STANDPIPE. PROVIDE TRAP PRIMER. 1/2" CW TO FEED TRAP PRIMER IN RISER ROOM. POINT OF CONNECTION BETWEEN NEW AND EXISTING. CONTINUES ON SHEET M1.118. LEVEL 1 KEY PLAN C PERMIT RESUBMITTAL Foster High School Modernization and Addition Tukwila School District TACOMA 1i50 Paet tiv Sufi 70 Wash UQ'.91 i840? i53.677.5599 BLRB :., • Drawing Title: LEVEL 1 PLUMBING PLAN - PH. 1 - AREA A Date 11.28.2018 Revised Drawn By : PDD Project No. 16.08 BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 9 4/23/2018 8:13:14 PM r I • I • I • • • • OUTDOOR LEARNING COUTYARD I • • t 3/4"" A__ 3/4"\11WC 21/2' W - 11/2"NPC !'f� 1 1/2' NPHVt 3/4" NPHWC 3/4" (-AD 21/2" C LEVEL 1 - PHASE 1 - PLUMBING PLAN - AREA B 1B" =1'-' @ FULL SIZE 0' 2' 4' 8' QI 314"HWC 1" HW OORRIDOR I!I 21/2"CW •• " \ 3/4" A 3/4" HWC" P-5A 1"HW 1" CW 1" HW 1" HWC G 3/4" NPHWC 1" NPHW 3/4" \3/4" A 1" NPCW 1" NPHW \ 3/4" NPHWC SCIENCE STUDIO 137 1 1/2" AV 2" AV UP 1" UP TO2"FCOJ' SCIENCE PREP 3/4" -c 3t4" NPCW 3/4 NPHW 3/4" I-IWC 1 1/2" AV PEA (TYP. 3\ SCIENCE STUDIO LEARNING STUDIO 75- 1" CW 3' FD \ , \ \ 1 1/2" V-- FjzM 3/4" HWe....see.- "WCO V4 Is/ oue6 FEVIEV;.,_D FOR CODE COMPLIANCE APPROVED DEC OC 2C18 City of Tukwila BUILDING DIVISION I GENERAL NOTES REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 0 0 0 ROUTE PIPING UP THROUGH SECOND FLOOR TO SINK. ABOVE. DOMESTIC HW, CW PIPING DOWN TO FIXTURE AND UP TO FIXTURE ABOVE ON SECOND FLOOR. 3" AV UP. SCIENCE SHUT-OFF VALVE STATION, SEE DETAIL ON SHEET M5.01. PROVIDE METAFLEX METALOOP OR EQUAL AT SEISMIC EXPANSION JOINT. INSTALL IN VERTICAL ORIENTATION AND PROVIDE PIPE GUIDES AND ANCHORS PER MANUFACTURER'S RECOMMENDATIONS. LOOP TO ALLOW FOR 4' OF DISPLACEMENT. GAS AND COMPRESSED AIR PIPING DOWN TO SHUT- OFF VALVE STATION, AND UP TO SECOND FLOOR, SEE SHEET M1.12B FOR CONTINUATION. ROUTE CONDENSATE DOWN WITHIN WALL, TERMINATE 8" ABOVE FINISHED GRADE WITH DOWNTURNED ELBOW. 3/4" C DOWN FROM SECOND FLOOR. LEVEL 1 KEY PLAN O� PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB architects TACOMA 1250 PaC:fit Ade. Suite 700 Washington 98402 253.6273599 BLRB corn Drawing Title: LEVEL 1 PLUMBING PLAN - PH. 1 - AREA B Date 4.23.2018 Revised : Drawn By : Author Project No. 16.08 BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 9 4/23/2018 8:13:19 PM LEARMNG STUDIO CR) LEVEL 2 - PHASE 1 - PLUMBING PLAN - AREA A �, 118°=1'.o @ FULL S¢E 0' 2' 4' 8' LEARMNG STUDIO CCs 4L.-- LEARNING STUDIO 3/4" CORRIDOR Cos C ". 71 9 LEARNING STUDIO C31 \-19 19 FC{) 3/4" 314" i r STORAGE \ LEARNMNG STUDIO • CORRIDOR ELEC 240 \ LEARMNG STUDIO FOR CODE CO6'„LIANCE APPROVED �C or' 2618 City of Tukwila BUILDING DIVISION E R GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION 1S EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 2' V DOWN TO LEVEL 1 AND UP TO VTR. 2" RL FROM ROOF DRAIN, CONNECT TO ARCHITECTURAL DOWNSPOUT WITHIN SOFFIT. 2" OVERFLOW RL, TERMINATE PIPE 2" BELOW THE SURFACE OF THE SOFFIT. 3" RL DOWN IN WALL TO FOUNDATION. 3" OVERFLOW DRAIN, TERMINATE AT WALL WITH SCUPPER. COMBINATION ROOF DRAIN / OVERFLOW DRAIN ABOVE. 3" RL FROM ROOF DRAIN, CONNECT TO ARCHITECTURAL DOWNSPOUT WITHIN SOFFIT. 3" OVERFLOW RL, TERMINATE PIPE 2" BELOW THE SURFACE OF THE SOFFIT. LEVEL 2 KEY PLAN a PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB architect TACOMA I S>F04%fiz!<=- 1 POPT I 1250Palle Ave. 5e5Yi Suite 700 Siitu5 u Washington98402 a',<s,q: • 253.627.5599 BLRB.com Drawing Title: LEVEL 2 PLUMBING PLAN - PH. 1 - AREA A Date : 4.23.2018 Revised : Drawn By: PDD Project No. 16.08 Sheet No. BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 4/23/2018 8:13:25 PM • I • LEVEL 2 - PHASE 1 - PLUMBING PLAN - AREA B VT =1'.Q ® FULL SIZE 0' 2' 4' 8' \ Nr‘ittil6 REVID:I D FOR CODE COMPLIANCE APPROVED DEC C 8 2018 Clty of Tukwila BUILDING DIVISION 7ER GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 1/8' PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 0 DOMESTIC HW, CW SERVICE IS FED FROM FIRST FLOOR. SEE FIRST FLOOR PLUMBING PLAN ON SHEET M1.11A FOR CONTINUATION. 2' V DOWN TO LEVEL 1. SEE PENINSULA SINK VENTING DETAIL ON SHEET M5.01. GAS AND COMPRESSED AIR PIPING DOWN TO FIRST FLOOR. PROVIDE ISOLATION VALVES BEHIND ACCESS PANEL PER SCIENCE SHUT-OFF VALVE STATION DETAIL ON SHEET M5.01. ROUTE GAS AND COMPRESSED AIR PIPING DOWN IN WALL TO CHASE IN CASEWORK. ROUTE WITHIN CHASE TO GAS AND AIR TURRETS. 2' RL FROM ROOF DRAIN, CONNECT TO ARCHITECTURAL DOWNSPOUT WITHIN SOFFIT. 2' OVERFLOW RL, TERMINATE PIPE 2" BELOW THE SURFACE OF THE SOFFIT. 3" OVERFLOW DRAIN, TERMINATE AT WALL WITH SCUPPER. COMBINATION ROOF DRAIN / OVERFLOW DRAIN ABOVE. 3" RL FROM ROOF DRAIN, CONNECT TO ARCHITECTURAL DOWNSPOUT WITHIN SOFFIT. 3' OVERFLOW RL, TERMINATE PIPE 2' BELOW THE SURFACE OF THE SOFFIT. LEVEL 2 KEY PLAN C PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA I 1250 Pacific Ave. Sr . Suite700 5...,.. Washington 98402 253627.5599 BLRB.com Drawing Title: LEVEL 2 PLUMBING PLAN - PH. 1 - AREA B Date : 4.23.2018 Revised : Drawn By : Author Project No. 16.08 BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 4/23/2016 8:13:29 PM ASSISTANT PRINCIPAL ELEVATOR MECHANICAL ROOM STAFF RR 2' W, 1-1/2" V 111E UP TO 2" FD 1-1/2" V FOUNDATION - PHASE 2 - PLUMBING PLAN - AREA E 1!8' =1'-0" @ FULL SIZE 0' 2' 4' 8' RESTROOMI v 11 1 1 1; 11 I ! 1 1 1 1 1 1 I ! I I I ! ; ! ! ! I 1 ! I ! ! I 1 I ! ! L JJJ_LLL.L W UP TO P-3A 4"WUP UP TO 4" FCO� 2" W,1-1/2" V UPTO2'FD WAITING AREA 102A i L_ J FOUNDATION - PHASE 2 - PLUMBING PLAN - AREA D 0' 2' 4' 81/8'=1'-0'@FULL SIZE I lPIEIjaJ itivw �POC II I I 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 VW% / F�49Ei':r"DFOR CODE CON; LIANCE APPROVED DEC 0 C 2618 City of Tukwila BUILDING DIVISION GENERAL NOTES WASTE PIPING SHALL SLOPE AT 1/4" PER LINEAR FOOT TOWARDS EXIT. CONSTRUCTION NOTES WASTE PIPING IN THIS AREA TO BE RUN IN WALL ABOVE FLOOR SLAB. EXISTING 2' RWL. LEVEL 1 KEY PLAN C> PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA S`'•s` 1250Pacific Ave. fa Suite 100 Washington 98402 t': 253.62/.5599 BLRB.com Drawing Title: FOUNDATION PLUMBING PLAN - PH. 2 - AREAS DIE Date : 4.23.2018 Revised : Drawn By : Author Project No. 16.08 Sheet No. M1.20 of BLRB ARCHITECTS, P.S. _J 6 7 8 9 11/28/2018 10:10:53 AM A B C D E F G H J K TESTING / ISS (108) OFFICE 109 OFFICE 107 UP TO a" WCO 2"WUP TO ASSISTANT PRINCIPAL CONF!OFFICE ' , MAIL ROOM i 1110 RECEPTION 101 LEVEL 1 - PHASE 2 - PLUMBING PLAN - AREA E 0' 2' 4' 8' 178" =11-0" © FULL SIZE WOMEN'S (111C) RESTROOM r—Ti--i T T1 1 1: 1 1, 1 1 11 i '1.! 1 1 I 1 1 1 l .Llddd=tz 4>=i=� Al LEVEL 1 - PHASE 2 - PLUMBING PLAN - AREA D 0' 2' 4' 8' 1/8" = 1'-0" @ FULL SIZE MEN'S flA r 1 h- 11L' 1 k=1i %i \ICU Vi IN WOMEN'S n 2"CW 2" CW CORRIDOR LOBBY F4tWiesup R'EVIE:...-o.ED FOR CODE COM 'L IANCE APPROVED DEC 0r2618 City of Tukwila BUILDING DIVISION RECEIVED - CITY OFTUK LA NOV 30 2018 PERMIT CENTER GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 0 0 0 CONNECT TO EXISTING 3" CW LINE ABOVE ACCESSIBLE CEILING. ROUTE CONDENSATE DOWN WITHIN WALL, TERMINATE 1" ABOVE MOP SINK WITH DOWNTURNED ELBOW. EXISTING 2" OVERFLOW RWL UP. EXISTING 4" STORM PIPING DOWN TO FOUNDATION. POINT OF CONNECTION BETWEEN NEW AND EXISTING PIPEWORK. 4" RWL UP TO LEVEL 2. OFFSET RAIN LEADER PIPING FROM EXISTING ROOF DRAIN INTO NEW WALL, CONNECT INTO EXISTING PIPING AT THIS LOCATION. LEVEL 1 KEY PLAN C PERMIT RESUBMITTAL Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Paa5c Ave. Shce'J0 Washxglou 1640? 253 677. SS11 BLRS Cal Drawing Title: LEVEL 1 PLUMBING PLAN - PH. 2 - AREAS DIE Date : 11.28.2018 Revised : Drawn By : Author Project No. 16.08 Sheet No. M1.21 of BLRB ARCHITECTS, P.S. 7 8 9 11/28/2018 10:10:56 AM A B D E F G H J K PLATFORMS - PHASE 2 - PLUMBING PLAN 0' 2' 4' 8' 1f8" =11-0" c FULL SIZE i,! A 1 LEARNING STUDIO Crie) LEARNING STUDIO 2" W,1-1/2" V UP TO 2" FD LEARNING STUDIO (216 3" RL UP (E) 2" RL DN (E) BOOK STORAGE ®4" RL DN A2 —3" OF (E) a- 3" OF UP (E) 4" OF (E) STAFF LOUNGE" 211 LEVEL 2 - PHASE 2 - PLUMBING PLAN - AREA D,E 0' 2' 4' 8' 1/8" =1'-0" @ FULL SIZE SMALL GROUP 219A WOMEN PIPIt 3/4" HWC- 3/4" HW—, O OFFICE 210 TOILET 1" HW (E 1" HW (Eh OFFICE c (2080 3/4" ALK UN,' I I AL R VICY:LTD FOR -. CODE COki LIANCE APPROVED CLC 0 e 2018 City of Tukwila BUILDING DIVISION flECE;v>+fl CITY OF TUKWILA NUV 30 2016 PERMIT CENTER GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 0 0 0 0 0 CONNECT TO EXISTING 1-1/4" HW LINE FROM WH-2. PROVIDE PIPING EXPANSION JOINT AT SEISMIC JOINT PER NOTES ON SHEET M0.01, POINT OF CONNECTION TO EXISTING HOT WATER RECIRCULATION LINE. SEE EXISTING HOT WATER HEATER DETAIL (WH-2) ON SHEET M5.01. POINT OF CONNECTION BETWEEN NEW AND EXISTING PIPEWORK. ROUTE 4" ROOF DRAIN OVERFLOW TO SIDE WALL AND TERMINATE WITH SCUPPER. 4" RL DOWN TO LEVEL 1. FLOOR DRAIN INSTALLED IN PHASE 2 TO FACILITATE PHASE 3 CONDENSATE PIPING IN MECHANICAL PLATFO ABOVE ® 1/2" CW FOR TRAP PRIMER CONNECTION. ROUTE TO EXISTING WATER LINE THAT SERVES ADJACENT EXISTING FLOOR DRAIN. LEVEL 2 KEY PLAN 7.‘ PERMIT RESUBMITTAL Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pa( `it Ave. Suik 700 Wasitirgtoi ci8=0,' 62.627.3599 Drawing Title: LEVEL 2 PLUMBING PLAN - PH. 2 - AREAS D,E Date 11.28.2018 Revised : Drawn By : Author Project No. 16.08 Sheet No. M1.22 of BLRB ARCHITECTS, P.S. 11/28/2018 10:10:58 AM A B C D E F G H J K r I SCIENCE STUDIO SCIENCE STUDIO LEVEL 1 - PHASE 3 - PLUMBING PLAN - AREA C 0' 2' 4' 8' 118" :1'-0" © FULL SIZE r I T4H. ........----4- I + i-4--IH-1 5--I 1{ I I I 1 t 1 I 1 I° 1I 1 1 M I 1 I p I I I I 1 1 4 I1 11 1 1 1 1 1 1 1 t I II 1 I 1 1 111 1 IHI 1 I I M i 1 a l l' (E)2"WDNTO FOUNDATION CORRIDOR AREER OFFICE 159 1" G-4o 21/2"C 13 1" HW (E) 2" CW (E) COUNSELING SECREThRY 2" W (E) 314" HW LEARNING COMAONS SPECIAL EDUCATION LEARNING STUDIO OFFICE 1 112" SPED C150) OFFICE SMALL GROUP CT-41) TOILET 3/4" KILN Q40B) ,/ FILE FILE STORAj Ci63) 1 1/2" V , / / 2" V-.' 3" WC SMALL FLEX OFFICE �- Ca )/ \. //. CONFERENCE 170 OFFICE OFFICE 4' CW CONFERE J POTTERY/ART ROOM 140 o / 21/2' CW 3" FD' 3" FCO POTTERY/ART ROOM CO RIDO EXISTING 6" RL ART PREP R 140A Pisa - AC GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE 15 LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 0 0 0 0 O 10 11 12 13 14 15 REVIEY:L:0 FOR CODE COMPLIANCE APPROVED Ca 0 C 2018 City of Tukwila BUILDING DIVISION RECE1„cl CITY OF TUKWILA NUV 30 2018 PERMIT CENTER CONNECT NEW 1" MEDIUM PRESSURE GAS LINE TO EXISTING GAS PRESSURE REGULATOR. FIELD COORDINATE EXACT LOCATION OF CONNECTION. POINT OF CONNECTION BETWEEN NEW AND EXISTING PIPEWORK. CONNECT 1/2" HW, CW TO EXISTING MAINS AND ROUTE TO NEW FIXTURE (P-5A). 2" W UP TO LEVEL 2. 1/2" HW, CW UP TO LEVEL 2 FIXTURES, SEE SHEET M1.52B FOR CONTINUATION OF PIPE IN PHASE 5. ROUTE 2" WASTE DOWN TO FOUNDATION. CONNECT TO EXISTING MAIN AS INDICATED. EXISTING WASTE MAIN BELOW SLAB. CONTRACTOR TO LOCATE EXISTING UNDERSLAB WASTE. EXISTING PLUMBING LINES IN LEVEL 1 CEILING SPACE. POINT OF CONNECTION TO PIPEWORK INSTALLED IN PHASE 1, SEE SHEET M1.11B FOR CONTINUATION. PLUMBING FIXTURES AND UTILITIES SERVING THIS RESTROOM ARE EXISTING TO REMAIN. ROUTE CONDENSATE DOWN WITHIN WALL, TERMINATE 8" ABOVE FINISHED GRADE WITH DOWNTURNED ELBOW. ROUTE CONDENSATE PIPE DOWN WALL AND TIE INTO TAILPIECE OF FIXTURE. PIPING CONTINUES ON SHEET M1.31D. GAS PIPING CONTINUES ON SHEET M1.11A. ROUTE 4" RL TO ARCHITECTURAL DOWNSPOUT ON EXTERIOR WALL. PROVIDE OVERFLOW SCUPPER TO MATCH EXISTING. LEVEL 1 KEY PLAN C PERMIT RESUBMITTAL Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 1250 Pan'i: St.lte 700 255 627.559; BLRB Drawing Title: LEVEL 1 PLUMBING PLAN - PH. 3 -AREAC Date : 11.28.2018 Revised : O % .S�pNAL Btti1`� 11/28/201s Drawn By: Author Project No. 16.08 Sheet No. M1.31 of BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 4/23/2018 8:13:53 PM 1 SCIENCE STUDIO SCIENCE STUDIO CFO LEVEL 1 - PHASE 3 - PLUMBING PLAN - AREA C 1!8'=1'-0"@RILLSIZE 0' 2' 4' 8' II 1—Ls 1 I I I II !: 1 1 1: 1 i 1 1 1 1'! 1 1 1 1 1 1 1t `+J (I illI I! 1 i I 1 I I 1 1 1 1 ! 1 1V1 1 1 I . 1 1 1 I 1 1 1 I 1 I I I 1 1 1. 1 I1 1 I I: 1 1 1 11 1' 1 1 CUSTODIAN SCIENCE SUPPORT SCIENCE SUPPORT !SMALL GROUP 123 s A3 1" G— (E) 2" DN TO FOUN ' ATION OFFICE 3/4 " C 1 1/2" G 3/4"�7 FILE STORAGE 3/4" KILN (47 3/'"CW 11/2"Vj V- 3" WCO POTTERY ART ROOM Clio) iii // 3" FCO_ F15A 21/2" CW 1" HW 1" HWC iG ART STUDIO (140A) . • • pc1 lW-Wb' \ AG \ F.Z:VIEVID FOR CODE COICLIANCE APPROVED DEC 0 2818 City of Tukwila BUILDING DIVISION .. .. 'Tf..l� GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 1/8° PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES ® CONNECT NEW 1" MEDIUM PRESSURE GAS LINE TO EXISTING GAS PRESSURE REGULATOR. FIELD COORDINATE EXACT LOCATION OF CONNECTION. POINT OF CONNECTION BETWEEN NEW AND EXISTING PIPEWORK. 0 10 11 12 CONNECT 1/2" HW, CW TO EXISTING MAINS AND ROUTE TO NEW FIXTURE (P-5A) BELOW. 2" W UP TO LEVEL 2. 1/2" HW, CW UP TO LEVEL 2 FIXTURES, SEE SHEET M1.52B FOR CONTINUATION OF PIPE IN PHASE 5. ROUTE 2" WASTE DOWN TO FOUNDATION. CONNECT TO EXISTING MAIN AS INDICATED. EXISTING WASTE MAIN BELOW SLAB. CONTRACTOR TO LOCATE EXISTING UNDERSLAB WASTE. EXISTING PLUMBING LINES IN LEVEL 1 CEILING SPACE. GAS SERVICE LINE UP TO ROOFTOP DOAS UNIT. POINT OF CONNECTION TO PIPEWORK INSTALLED IN PHASE 1, SEE SHEET M1.10B FOR CONTINUATION. PLUMBING FIXTURES AND UTILITIES SERVING THIS RESTROOM ARE EXISTING TO REMAIN. ROUTE CONDENSATE DOWN WITHIN WALL, TERMINATE 8" ABOVE FINISHED GRADE WITH DOWNTURNED ELBOW. ROUTE CONDENSATE PIPE DOWN WALL AND TIE INTO TAILPIECE OF FIXTURE. LEVEL 1 KEY PLAN C PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pacific A'te. Suitt 700 Washington 90402 25s $21.5599 BLRB corn Drawing Title: LEVEL 1 PLUMBING PLAN - PH. 3 - AREA C Date : 4.23.2018 Revised : Drawn By : Author Project No. 16.08 BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 4/23/2018 8:13:58 PM Al LEVEL 1 - PHASE 3 - PLUMBING PLAN - AREA D 1/8" =1'-0r (@ FULL SIZE 0' 2' 4' B' 1 1 1 1 1 1 11 11 11 11 11 1 1 1 1 1: 1 1 1 1 1 l'ettrk AJ ,:3 rOR CODE COM..'LIANCE APPROVED CEC(;r2C18 City of Tukwila BUILDING DIVISION TES-1 GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. CONSTRUCTION NOTES O CONNECT TO EXISTING 3" CW LINE ABOVE ACCESSIBLE CEILING. LEVEL 1 KEY PLAN PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA 1250PadOCAve. Suite 10D <1.. Washington 98402 v: r 253.621.5599 BLRB.com 1901 SW 9.2 Avenot Suie 1100 Oregon 91204 . Svil22,4; O:egon97702 Drawing Title: LEVEL 1 PLUMBING PLAN - PH. 3 - AREA D Date : 4.23.2018 Revised : Drawn By : Author Project No. 16.08 BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 4/23/2018 8:14:04 PM LEVEL 1 - PHASE 3 - PLUMBING PLAN - AREA F 1B'=1,OE FULLSIZE 8101 FZ IL'.r.::0 rCJR CODE COLrLIANCEE APPROVED 1 DEC O C 2018 City of Tukwila BUILDING DIVISION Roam GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. CONDENSATE PIPING SHALL SLOPE AT 1/8' PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 0 O 0 0 0 PROVIDE 2" MEDIUM PRESSURE GAS LINE, 2' GAS PRESSURE REGULATOR, AND 2-1/2' LOW PRESSURE GAS LINE TO BOILER. TEE OFF OF EXISTING 2-1/2" MEDIUM PRESSURE GAS LINE. PROVIDE 1" MEDIUM PRESSURE GAS LINE, 1" GAS PRESSURE REGULATOR, AND 2" LOW PRESSURE GAS LINE. TEE OFF OF EXISTING 2-1/2" MEDIUM PRESSURE GAS LINE. CONNECT EXISTING 1-1/4" GAS LINE SERVING KITCHEN TO NEW 2" GAS LINE. CONNECT EXISTING 1-1/2" GAS LINE SERVING WH-5 TO NEW 2" GAS LINE. ROUTE PIPE ABOVE CEILING OF EXISTING SKYBRIDGE. 3/4' GAS SUPPLY TO DOUBLE STACK OVENS (110 MBH). PROVIDE ISOLATION VALVE, PRESSURE REDUCING VALVE TO REDUCE 2 PSI TO OVEN MANUFACTURERS RECOMMENDED PRESSURE, AND SOLENOID VALVE FOR INTERLOCK TO FIRE ALARM SYSTEM. FINAL EQUIPMENT CONNECTION TO BE COMPLETED IN PHASE 4. VENT PRESSURE REGULATOR, FULL SIZE OF CONNECTION, TO ATMOSPHERE. PIPE DOWN IN EXISTING WALL ON SECOND FLOOR. FIELD COORDINATE EXACT LOCATION. PROVIDE METAFLEX METALOOP OR EQUAL AT SEISMIC EXPANSION JOINT. INSTALL IN VERTICAL ORIENTATION AND PROVIDE PIPE GUIDES AND ANCHORS PER MANUFACTURER'S RECOMMENDATIONS. LOOP TO ALLOW FOR 8' OF DISPLACEMENT. ROUTE GAS PIPING UP AS HIGH AS POSSIBLE. VENT REGULATOR, FULL SIZE OF CONNECTION, TO ATMOSPHERE. ROUTE CONDENSATE ALONG FLOOR TO EXISTING FLOOR DRAIN AND TERMINATE 1' ABOVE FLOOD RIM OF DRAIN. LEVEL 1 KEY PLAN O� PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB architects TACOMA 1250 Pacific Ave. Suite 700 Washington 98401 253.62/5599 BLRB.com 15: 505W Svil4 5000 Washington Q.fl li Drawing Title: LEVEL 1 PLUMBING PLAN - PH. 3 - AREA F Date 4.23.2018 Revised : Drawn By: PDD Project No. 16.08 BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 4/23/2018 8:14:10 PM PLATFORMS - PHASE 3 - PLUMBING PLAN - AREA C IMilsompt 1/8" =1'-0" @ FULL SIZE 0' 2' 4' 8' PLATFORMS - PHASE 3 - PLUMBING PLAN - AREA D 1B"=1'fFULLSIZE 0' 2' 4' 8' IB 15) PLATFORMS - PHASE 3 - PLUMBING PLAN - MECHANICAL ROOM 340B tIe" =1'-0" @ FULL SIM 0' 2' 4' 8' IB16) IB 17) MECHANICAL PLATFORM PLUMBING PLAN - PHASE 3 - MECHANICAL ROOM 306D 118"=1'-0'@FULL SIZE 0' 2' 4' 8' R_VIL:. D rOR DE COICLIANCE1 APPROVED p n I City of Tukwila BUILDING DIVISION i Kow-ctioy DEC 062C18 GENERAL NOTES 1. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 0 0 ROUTE CONDENSATE ALONG FLOOR TO EXISTING FLOOR DRAIN AND TERMINATE 1" ABOVE FLOOD RIM OF DRAIN. 3/4" CONDENSATE DOWN TO FIRST FLOOR. PLATFORMS KEY PLAN C PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB ach TACOMA 1250 Pacilit Ave. Sae MO Washington 98402 253 E275599 BLRB.cerrm Drawing Title: PLATFORM PLUMBING PLAN - PH. 3 - AREAS C,D,H Date : 4.23.2018 Revised : Drawn By : Author Project No. 16.08 Sheet No. M1.33 of BLRB ARCHITECTS, P.S. 1 2 3 4/23/2018 8:14:15 PM PLATFORMS - PHASE 3 - PLUMBING PLAN - AREA G 1/8m =1'�T @ FULL SIZE 0' 2' 4' 8' B12) \ 4 BB14) 5 1615) 6 11316) 7 Keit AP 8 ET/IL - • :3 FOR CODE COICLIANCE APPROVED Ca 0 6 2018 City of Tukwila BUILDING DIVISION R GENERAL NOTES 1. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES O CONNECT NEW CONDENSATE PIPING TO EXISING CONDENSATE PIPE GOING DOWN TO FIRST FLOOR. LEVEL 2 KEY PLAN a PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 1250 Pacific A ae. Suite 700 Washington 98402 753.E27.5599 BLRB.;om Drawing Title: PLATFORM PLUMBING PLAN - PH. 3-AREAG Date : 4.23.2018 Revised Drawn By : Author Project No. 16.08 BLRB ARCHITECTS, P.S, 6 7 8 9 4/23/2018 8:14:18 PM A B C D E F G H J K A FOUNDATION - PHASE 4 - PLUMBING PLAN - AREA F COURTYARD VESTIBULE CED MECHANICAL ROOM ELECTRICAL ROOM CF4i5) UP /v TICKETS UP TO (E) 4' FCO—\\1/4 /2"WUP TOK-10 UP TO 2" FCO 11/2" V +-+w---- ---- - - UP TO (E)fl i BRIDGE EXIT UPTO3'FS UPTO3 3"W,TV UP TO 3" FS UP TO (E) 3" W, 2" V L L: UP TO 3" FCO IBA) 2"WUP TO K-10 2"WUP TO K1Q 2"WUP (E) UPTO(E)2"FD UP TO (E) 3" FS UP TO (E) 2" FD UP TO (E) 3" CO 1/8" =1'-U (@ FULL SIZE 0' 2' 4' 8' FCR CODE COI427LIANCE APPROVED DEC C e 2C18 City of Tukwila BUILDING DIVISION GENERAL NOTES 1. WASTE PIPING SHALL SLOPE AT 1/4" PER LINEAR FOOT TOWARDS EXIT. CONSTRUCTION NOTES 0 POINT OF CONNECTION BETWEEN NEW AND EXISTING PIPEWORK. 1/2" HW, 1/2" CW UP TO SERVE K-7 ISLAND SINK. 1/2' HW, 1/2" CW UP TO LEVEL 1. EXISTING GREASE INTERCEPTOR. LEVEL 1 KEY PLAN C PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA 5:= •_ 1250 Pacific Ave. Si 3':: Suite700 Washington 98402 55=k, . 253.627.5599 BLRB tom Drawing Title: FOUNDATION PLUMBING PLAN - PH. 4 - AREA F Date 4.23.2018 Revised : g AN I OF "As 4+ M!_ 'k'CI STBRt° G! ¢. IONAL - 4/23/2018 Drawn By : PDD Project No. 16,08 Sheet No. M1.40 of BLRB ARCHITECTS, P.S. A B D E F 11/28/2018 10:11:00 AM t LEVEL 1 - PHASE 4 - PLUMBING PLAN - AREA F 0' 2' 4' 8' 1/8" =1'-O @ FULL SIZE TOIL COURTYARD VESTIBULE COMMUNITY KITCHEN 0075-0 ELECTRICAL ROOM 338 UP PREP AREA 337A WORK/ STORAGE J 3/4" HW 3/4" HWC 314" HWC (E)—\ IB 10) +I DELUSALAD 00C 1 1/2" V 2" V K-10 2" V DELUSALAD 00 2" FD -1 1/2" V 2" V DELUSALAD 00 1/2" HWC 1/2' CW K-10 0 1/2" HW (E) 2" FD (E), S (E) 2' FD 1 1/4" HW (E) 1 114" CW (E) (E) 3" CO F.Z;11E':'.:.]D' OR CODE COA,'?LIANCE APPROVED EEC G 2018 City of Tukwila BUILDING DIVISION I RECE!WP.1) CITY OF 1 UKWILA NUV302018 GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. CONSTRUCTION NOTES 0 0 PROVIDE (2) 1/2" GAS CONNECTIONS TO DOUBLE STACK OVEN. POINT OF CONNECTION BETWEEN NEW AND EXISTING PIPEWORK. BALANCE HWC LOOPS TO EQUAL FLOW. ROUTE HW LOOP DOWN IN WALL TO 6" FROM SUPPLY STOP TO MINIMIZE HW WAIT TIME. PIPING DOWN TO SERVE K-7 ISLAND SINK. LEVEL 1 KEY PLAN C PERMIT RESUBMITTAL Foster High School Modernization and Addition Tukwila School District TACOMA ''ISOPM KAre. ie't€ /00 Pfnshu gton 38=C2 253b2;. SS99 BLRB :•r.. Drawing Title: LEVEL 1 PLUMBING PLAN - PH. 4 - AREA F Date : 11.28.2018 Revised : Drawn By : PDD Project No. 16.08 PERMIT CENTER BLRB ARCHITECTS, P.S. 1 2 3 4 5 4/23/2018 8:14:27 PM 6 rir LEARNING STUDIO LEARNING STUDIO LEVEL 2 - PHASE 5 - PLUMBING PLAN - AREA C 0' 2' 1/8"=1'-O %FULL SIZE 4' 8' riT i TAT- ' I'!I TEAM/STAFF ROOM LEARNING STUDIO 227 SMALL GROUP 238 r �>P N CORRIDOR I I P (E) 2" VTR 2"V ._--OP5. CTE / APPLIED LEARNING LAB LEARNING STUDIO 275 ) 2° VTR FROM FIRST FLOOR FIXTURE LEARNING STUDIO 24s CONFERENCE 6 2" W, 1-1/2" V 2" W, 1-1/2" V 2" W, 1-112" V FC 52 7 124 8 Fait: : /ID rGR CODE CO?CLIANCE APPROVED EEC 0(2518 City of Tukwila BUILDING DIVISION ttObt 1 GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES 0 0 0 DOMESTIC HW, CW SERVED FROM LEVEL 1 (IN PHASE 3) 2" W, ROUTE HORIZONTALLY WITHIN WALL PRIOR TO DROP TO FIRST FLOOR. 2" W DOWN TO FIRST FLOOR CEILING SPACE. POINT OF CONNECTION BETWEEN NEW AND EXISTING VENT PIPING. LEVEL 2 KEY PLAN < PERMIT SET Foster High School Modernization and Addition Tukwila school District TACOMA I s.1 :r:. 1250Pacific Ave. g:_;;;,,: Suite 700 Washington98402 V.. 253.67/.5599 L. ° �... BLRB.com PORTLAND I FEND IC.; %1 St; Mae isle ;`OC 0regen 9I204 41151"2folumi', Sue2(0 4rinengilU Drawing Title: LEVEL 2 PLUMBING PLAN - PH. 5 - AREA C Date : 4.233.2018 Revised : Drawn By : PDD Project No. 16.08 BLAB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 4/23/2018 8:14:32 PM A B C D E F G H J K /6)2 LEVEL 2 - PHASE 5 - PLUMBING PLAN - AREA D 0' 2' 4' 8' 118'=gRILLSIZE (AM Eo® F.: 'IL .'.::D rOR CODE COPCLIANCE APPROVED €a!:"21;16 City of Tukwila BUILDING DIVISION GENERAL NOTES CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. CONSTRUCTION NOTES O ROUTE CONDENSATE ALONG FLOOR TO EXISTING FLOOR DRAIN AND TERMINATE 1" ABOVE FLOOD RIM OF DRAIN. LEVEL 2 KEY PLAN O� PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA .. 1250PacificAve. ;pi. Suite TOD Wallington 96402 Y. 253.627.5599 BLRB.com Drawing Title: LEVEL 2 PLUMBING PLAN - PH. 5 - AREA D Date : 4.23.2018 Revised : CISTEn' `/ONAL BLRB ARCHITECTS, P.S. Drawn By : Author Project No. 16.08 Sheet No. M1.52D O 1 2 3 4 5 5 7 8 4/23/2018 8:14:51 PM A2 ROOFTOP PLUMBING PLAN 1"= 20-0' @ FULL SIZE ACID VTR (PH. 1) ��� 11►IMEMMEIN �j!I'II�''Ili1i fill I lhl�l� I��j I1 IIj,� �i 1 1 1 1 1 1612) IB13) I134 I 5) 113161 IB17) 1618) 1619) IB20) :D FOR CODE COA''' IANCE APPROVED CC0 2818 City of Tukwila BUILDING DIVISION vIT GENERAL NOTES 1. CONSTRUCTION NOTES 0 0 ROOF DRAINS IN THIS AREA ADDED IN PHASE 1 CONSTRUCTION. CONNECT STORM AND OVERFLOW PIPING TO ARCHITECTURAL DOWNSPOUTS. SEE ARCHITECTURAL PLANS FOR CONTINUATION. EXISTING ROOF DRAIN TO REMAIN. ROOF DRAIN IS ADDED IN PHASE 2 CONSTURCTION. PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pacific Ate. Suite 700 Washington 9E402 253.6275599 BLRB.corn Drawing Title: PLUMBING ROOF PLAN Date 4.23.2018 Revised : Drawn By : PDD Project No. 16.08 Sheet No. M1.60 of BLAB ARCHITECTS, P.S. 1 2 8 9 GENERAL NOTES 11/28/2018 10:11:03 AM MEN 1 1/2" V 0242) P-3 3/4"CDNTO 1ST FLOOR LEVEL 2 - PHASE 1 - ENLARGED PLUMBING PLAN - AREA A RESTROOMS 0' 1' 2' 4' 1/4` =1'.0" @ FULL SIZE 1/2" CW S 1 1/2" VAS--„- 3/4" HWC 3/4" HWC—o-S-- 1 /? CW 3/4" C DN TO FIRST FLOOR 11/2"C KITCHEN P-1A P-3A 2"FD; RESTROOM ,2A I 2" V� 2-1/2" V DN, 3" V UP TO VTR 3/4" C HALL 212 -3A P RESTROOM 12 LEVEL 2 - PHASE 2 - ENLARGED PLUMBING PLAN - STAFF LOUNGE 0' 1' 2' 4' 1/4" =1'-0" Q FULL SIZE TOILET r3/4" C WCO P-3A 2"F WATER HEATER 3/4" HWC 1° CW 1 1/2" NPCW 1 1/2" NPHW 3/4" NPHWC DRESSING ROOM 1' HWC 3/4" H 4" FC r }ice—P=2 i 11/2"V P2 3/4" HW( f •=3 11/T'V NP NP —NP-1 — " WCO 9" IA/ ABOVE 2" CW P-6 P-1A-C 3"VU T0— SECO D FLOG y V UP TO SECOND FLOOR 2" CW ELEC T 21/2" CW7 > 3/4" A P-3A P-3 (AD 3/4" NPHWC 1 1/2" NPHW 1 1/2" NPCW 21/2" CW 1' HW 3/4" HWC LEVEL 1 - PHASE 1 - ENLARGED PLUMBING PLAN - AREA A RESTROOMS 0' 1' 2' 4' 114' = 1'-0" @ FULL SIZE P,1A 4' WC 2" W UP TO P-3A 2"W,1-1/2"V 4"WUP I TO P-1A 3/4" C FROM LEVEL 2 UP TO P 1-7V { WOMEN'S 21/2"VUP 2" F RESTROOM - ---fly yr- UP TO 2" FD "WDN',d CW 3/4" 3/4" HW 3/4" HW P-1A 2'VV 3/4" HWC WCO 2" W, 1-1/2" V 4"WUPTOP-IA UP TO 4" WCO 3/4" HWC UP 1/2" HWC HW _1 1 /21/2"CW V 3/4" HW UP 11/2"CWUP CODE COAL?:tIANCEE APPROVED 1 Ea: Cr2:18 City of Tukwila LEVEL 1 - PHASE 2 - ENLARGED PLUMBING PLAN - ADMIN RESTROOMS BUILDING DIVISION 1/4' =1'-0" g FULL SIZE 0' 1' 2' 4' Ncto RECEmEt7 CITY CWTUKWILA NOV 30 2018 PERMIT CENTER REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 1/8" PER LINEAR FOOT TOWARDS DRAIN / EXIT. 4. WASTE PIPING SHALL SLOPE AT 1/4" PER LINEAR FOOT TOWARDS EXIT. CONSTRUCTION NOTES 0 0 0 0 10 11 12 2-1/2" CW UP TO SECOND FLOOR AND 2" CW DOWN TO FIRST FLOOR W.C. FIXTURES. ISOLATION VALVE FOR FIRST FLOOR W.C. FIXTURES LOCATED IN VERTICAL PIPE DOWN. HW UP TO SECOND FLOOR AND DOWN TO FIRST FLOOR FIXTURES. ISOLATION VALVE FOR FIRST FLOOR HOT WATER FIXTURES LOCATED IN VERTICAL PIPE DOWN. HWC UP TO SECOND FLOOR. CW DOWN TO FIRST FLOOR. HW DOWN TO FIRST FLOOR. ISOLATION VALVE FOR SECOND FLOOR HOT WATER FIXTURES LOCATED IN VERTICAL PIPE. HWC DOWN TO FIRST FLOOR. ROUTE HW LOOP WITHIN CHASE AND CONNECT TO LAVATORIES WITHIN 6" OF SUPPLY STOP. 2" CW DOWN TO FIRST FLOOR PLUMBING FIXTURES. ISOLATION VALVE LOCATED IN VERTICAL PIPE DOWN. VENT UP FROM FIRST FLOOR AND UP THROUGH ROOF. ROUTE FLUE & INTAKE UP IN CHASE, THROUGH ROOF. SEE CONCENTRIC FLUE ROOF PENETRATION DETAIL ON SHEET M5.02. GAS SERVICE TO HOT WATER TANKS. SEE SHEET M1.31C FOR CONTINUATION. PROVIDE METAFLEX METALOOP OR EQUAL AT SEISMIC EXPANSION JOINT. INSTALL IN VERTICAL ORIENTATION AND PROVIDE PIPE GUIDES AND ANCHORS PER MANUFACTURER'S RECOMMENDATIONS. LOOP TO ALLOW FOR 8" OF DISPLACEMENT. 3/4" C DOWN FROM SECOND FLOOR. ROUTE CONDENSATE DOWN WITHING WALL, ROUTE ALONG FLOOR TO FLOOR DRAIN AND TERMINATE 1" ABOVE FLOOD RIM OF DRAIN. PH1 AREAA RESTROOMS PH2 AREA C RESTROOMS M/E/P KEY PLAN PERMIT RESUBMITTAL Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pea'¢ Ave. 'oft 10 BLRB Drawing Title: ENLARGED PLUMBING PLANS Date : 11.28.2018 Revised Drawn By : Author Project No. 16.08 Sheet No. M1.70 of BLRB ARCHITECTS, P.S. A 11/28/2018 10:11:07 AM 3" FD P-8 3" FD B2.2 3" VTR 3/4" A 0-3/4" G 3/4" G- 3/4" A 1 1/2" AV 3"AVD 0---3/4" G 3/4" G---Tr 314" A 3/4" A 3/4 P-5A SCIENCE PREP 1 1/2" AV P-5A 1 1/2" AV 2" AW DN 1 1/2' AV 3" FD P-8 2" V 1 1/2" AV SCIENCE STUDIO (2&) 2" VTR 1 1/2" AV, 2" VTR TV 3'V UP FRO FIRST FLOOR SMALL GROUP 2"V LEVEL 2 - PHASE 1 - ENLARGED PLUMBING PLAN - SCIENCE STUDIO 235 & 236 1/4" =1'-0" @ FULL SIZE 0' 1' 2' 4' kr,, rat, LseiLi f'1 --61H- A 5-G A c t1 B2.2 3/4" HWC 1" HW Dig I;SI CL1 1" HW 3/4" HWC 3/4" A 3/4" NPHWC 1 1/2" NPHW 1 1/2" NPCW 3/4" G 1" NPCW- 1" NPHW- I 1 1 314" G I I 4- 1"NPHW 1" NPCW_ 1 1/2" CW 3/4" A A diMie 3/4" NPHWC i 2" AV- P-5Aj iv-3/4" A 3/4" G '3/4" A r 3/4" HWC 3/4" HWC 1" HW 1' CW 2"AWUP P-5A -1" CW 1" HW 1" NPHW —1" NPCW P-5A 2"AWUP 1" NPHW 1" NPCW 1" NPHW--iv P-5A -P-SA r UP TO 3" FD 3/4" NPHW--- 3/4" NPHWC d b 1" NPHW 1" NPCW AW 1" NPCW SCIENCE STUDIO 137 11/2"AV' _ 1/2" NPCW- 1/2' NPHW 2" AV UP �- 2" AW UP TO SECOND FLOOR P- 2" AW DN ,•, P5A 2" V 3" W, 2" V-- 2'V L1 t r UP TO 3" FD 4-1 1/2" AV 4,-1 1/2" AV SCIENCE STUDIO 3_F 11 -+, P-5A 2"VUP 2" V LEVEL 1 - PHASE 1 - ENLARGED PLUMBING PLAN -SCIENCE STUDIO 137 & 138 =1'-0' Q FULL SIZE 0' 1' 2' 4' UP TO 3" FD P-8 3'W,2"V " WCO GENERAL NOTES REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. IN SOME INSTANCES CEILING SPACE IS LIMITED. AN ATTEMPT HAS BEEN MADE TO SHOW PIPING SO AS NOT TO INTERFERE WITH OTHER ASPECTS OF THE DESIGN. THE CONTRACTOR SHALL PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO ACCOUNT FOR INTERFERENCE OR ADJUSTMENTS TO THE LAYOUT. FULL COORDINATION WITH HVAC, ELECTRICAL, AND FIRE PROTECTION IS EXPECTED. 3. CONDENSATE PIPING SHALL SLOPE AT 118" PER LINEAR FOOT TOWARDS DRAIN / EXIT. 4. COMPRESSED AIR AND NATURAL GAS PIPING MAINS ARE TO BE 3/4" WHERE COMPRESSED AIR AND NATURAL GAS PIPING BRANCHES FROM MAINS TO EACH TURRET SHALL PIPING BE 1/2". CONSTRUCTION NOTES 1O ROUTE PIPING UP THROUGH SECOND FLOOR TO P-5C SINK ABOVE. 0 DOMESTIC HW, CW PIPING DOWN TO FIXTURE AND UP TO FIXTURE ABOVE ON SECOND FLOOR. 0 3" AV UP. SCIENCE SHUT-OFF VALVE STATION, SEE DETAIL ON SHEET M5.01. O GAS AND COMPRESSED AIR PIPING DOWN TO SHUT-OFF VALVE STATION, AND UP TO SECOND FLOOR, SEE SHEET M1.12B FOR CONTINUATION, © 3/4" C DOWN FROM SECOND FLOOR. O NATURAL GAS AND COMPRESSED AIR DROPS TO BE COORDINATED WITH FINAL LOCATIONS OF AIR TURRETS. TURRETS ARE TO BE CONFIRMED IF MOUNTED ON CABINETS OR ON WALL SPLASH GUARDS. © DOMESTIC HW, CW SERVICE IS FED FROM FIRST FLOOR. SEE FIRST FLOOR PLUMBING PLAN ON SHEET M1.11A FOR CONTINUATION. 2" V DOWN TO LEVEL 1. SEE PENINSULA SINK VENTING DETAIL ON SHEET M5.01. GAS AND COMPRESSED AIR PIPING DOWN TO FIRST FLOOR. PROVIDE ISOLATION VALVES BEHIND ACCESS PANEL PER SCIENCE SHUT-OFF VALVE STATION DETAIL ON SHEET M5.01. ROUTE GAS AND COMPRESSED AIR PIPING DOWN IN WALL TO CHASE IN CASEWORK. ROUTE WITHIN CHASE TO GAS AND AIR TURRETS. 13 ROUTE GAS AND COMPRESSED AIR PIPING DOWN IN WALL TO CHASE IN CASEWORK. ROUTE WITHIN CHASE TO GAS AND AIR TURRETS. EACH BENCH SHALL HAVE A TOTAL OF 6 SEATS PER THE ARCHITECTURAL FLOOR PLANS AND SHALL HAVE A TOTAL OF 6 NATURAL GAS TURRETS AND 6 COMPRESSED AIR TURRETS. FINAL AMOUNTS OF TURRETS TO BE CONFIRMED AND THEIR ARRANGEMENTS IN THE CASEWORK BEFORE INSTALLATION OCCURS. 14 LOCATE ONE GAS AND ONE COMPRESSED AIR TURRET ADJACENT TO P-5A. PIPING SHALL FROM NEAREST NATURAL GAS AND COMPRESSED AIR DROP. COORDINATE LOCATIONS OF TURRETS AND NUMBER OF TURRETS IN FIELD. CODE COk;; ,L IANCE APPROVED EEC 00 2C18 City of BUILDING G DIVISION 1?ECEIV5.11 CITY OF TUK:b"ILA NUV 30 2018 PERMIT RESUBMITTAL Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 1250 Pacific Ave. Sure 290 Poashmntnn 93402 253.521..5599 BLRB.c::;, Drawing Title: ENLARGED PLUMBING PLANS Date : 11.28.2018 Revised : Drawn By : Author Project No. 16.08 Sheet No. M1.71 of PERMIT CENTER BLRB ARCHITECTS, P.S. D E F G H 10/16/2018 2:54:32 PM 1 Y<" TEMPERED HOT WATER TO BUILDING cp--1" HOT WATER r TEMPERATURE GAUGE L IF-4—UNION (TYP.) HEAT TRAP (MIN. 2'-0") 1 MOLDING MIXING VALVE CABINET TO BE PARTIALLY RECESSED IN WALL. A 1" COLD WATER—+ NOTES 1. MOUNT CONTROLS AT +42" AFF. 2" 3" 1 1/2' J FRAMING BY G.C. ROOM — WALL SECTION A -A THERMOSTATIC MIXING VALVE PIPING DIAGRAM DIAGRAMATIC THERMOSTATIC MIXING VALVE. (TMV-1) HEAT TRAP 28" DROP FINISHED FLOOR GAS -SIZE PER PLANS (TYPICAL) RUN RELIEF PIPING FULL SIZE AND TERMINATE DIRECTLY ABOVE DRIP PAN. (TYP) GAS COCK (TYPICAL) DIRT LEG, 6" MIN. (TYPICAL) DRAIN VALVE (TYPICAL) DRIP PAN (TYPICAL) CONCRETE BASE (TYPICAL) 3/8'e OR Wei GALVANIZED THREADED SUPPORT ROD, ,/— SUPPORT FROM STRUCTURE (TYP.) PIPING PER PLANS (TYP.) PIPING INSULATION (TYP.) �..---REMOVE SHARP EDGES GALVANIZED NUT & LOCK WASHER. GALVANIZED SHEETMETAL SADDLE PER SPECIFICATIONS BETWEEN INSULATION AND UNISTRUT, TYPICAL FOR ALL LOCATIONS. NOTE: PROVIDE THREE SUPPORT RODS FOR ALL STRUTS LONGER THAN 24". PIPE SUPPORT DETAIL DIAGRAMATIC glut a 1• : I• DOMESTIC HOT WATER PIPING DIAGRAM DIAGRAMATIC CONTINUE VENT UNDER FLOOR TO WALL. WALL 1-1/2" V INDICATES DIRECTION OF SLOPE. 1-1/2" V RUN VENT AS HIGH AS POSSIBLE. VENT PER PLANS. TYPICAL ISLAND SINK WASTE & VENT PIPING DIAGRAM DIAGRAMATIC SOLID HEAVY DUTY DIAMOND PLATE COVER LAB SINK UNIT CABINET SPACE 2"W FINISHED FLOOR CONTROL PANEL Jt COMBUSTION AIR STACK SUPPORT. (TYPICAL) (E) SIZE HWC PER PLAN. PHASE 2 WORK PHASE 3 WORK FINISHED FLOOR i SEISMIC STRAPS (TYPICAL) HOT WATER TANK (HWT-1) R-10 RIGID INSULATION COND—I ROUTE CONDENSATE TO FLOOR DRAIN. TERMINATE WITH DOWN TURNED ELBOW. EXPANSION TANK, REFER TO WATER HEATER SCHEDULE FOR MODEL. 3" CONCENTRIC FLUE, INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER TO CONCENTRIC FLUE ROOF PENETRATION DETAIL ON SHEET M5.02 (TYPICAL) BOILER CONDENSATE NEUTRALIZING TUBE JJM BOILER WORKS MODEL JM-20 OR EQUAL. BALANCING VALVE (NEW- PHASE 2) CW T&P RELIEF VALVE. DRAIN VALVE. EXISTING HOT WATER TANK PIPING DIAGRAM - W H-2 DIAGRAMATIC NOTE: SOLIDS INTERCEPTOR SHALL BE JR SMITH 8811-E20 WITH NO -HUB ADAPTERS OR APPROVED EQUAL. • Y — -- n—I I 1=n i=1�! IIF�III.III IHIIl; WASTE PIPING FROM FIXTURES. SIZE PER PLANS SOLIDS INTERCEPTOR INSTALLATION DETAIL DIAGRAMATIC iz—FINISHED FLOOR (▪ . • ' CONCRETE SLAB i• I—ILI I ff i _ -STAINLESS STEEL ALL THREAD ROD 3/8"J AND FASTENERS (TYP. OF 4). WASTE PIPING, PER PLANS VENT PER PLANS. UNION (TYP) CONCRETE BASE ANCHOR STAINLESS STEEL ALL THREAD ROD TO CONCRETE BASE (TYPICAL). FASTEN SECURELY TO BUILDING STRUCTURE 16GA. UNISTRUT, FASTEN SECURELY TO BUILDING STRUCTURE PIPING @ BUILDING INTERIOR SPECIFIED STRUT & CLAMP SYSTEM PIPE INSERT PER SPECIFICATIONS 20GA. SHEET METAL SHROUD, ENCLOSE ENTIRE LENGTH OF PIPING, PAINT PER ARCHITECTS CHOICE INTERIOR WALL INTERIOR PIPE SUPPORT DETAIL DIAGRAMATIC LAP SEALANT. PREFORMED PIPE FLASHING BOOT. INSTALL PER MANUFACTURERS INSTRUCTIONS. LAP SEALANT. PROTECTION BOARD. RIGID INSULATION. VAPOR RETARDER. STEEL DECKING PER STRUCTURAL. PIPE PENETRATION AT EPDM MEMBRANE DIAGRAMATIC EXTERIOR FINISHED WALL WALL HYDRANT AS SPECIFIED KEY (AS SPECIFIED) NOTE INSTALL @ 18" ABOVE FINISHED SURFACE FREEZE PROOF WITH VACUUM BREAKER (AS SPECIFIED) C.W. SERVICE (MAY) BE SERVED FROM ABOVE OR BELOW (SEE PLANS) FREEZE PROTECTED WALL HYDRANT DETAIL DIAGRAMATIC NATURAL GAS RISER NOTES THIS DIAGRAM SHOWS COMPLETED NATURAL GAS DESIGN. VENT ALL PRV'S TO ATMOSPHERE. 10/16/18 2-1/2' (E) GAS METER (E) 1-1/2' (E) 1-1/4" (E) oI GUH-1 MECH. RM. 340A 1 NATURAL GAS RISER DIAGRAM DIAGRAMMATIC 110 MBH 2" 2-1/2" CONTINUOUS PIANO HINGE r 18"x18" MILCOR SERIES 3208 STAINLESS STEEL ACCESS PANEL W/ NON -LOCKING DOOR BALL VALVE ' AIR PIPING • 1 GAS PIPING BALL VALVE L STANDARD KNURLED KNOB NON -LOCKING LATCH SCIENCE SHUT-OFF VALVE STATION DETAIL DIAGRAMATIC \CLEANOUT ACCESS COVER, TOP OF COVER TO BE FLUSH WITH TOP OF FINISHED FLOOR. 16" SQUARE CONCRETE PAD TROWEL SMOOTH AND EDGE. BRASS CLEANOUT PLUG WITH COUNTERSINK SCREWHEAD. 1/8 BEND, BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. FLOOR CLEANOUT (FCO) TYPICAL BELOW GRADE WASTE PIPE COUPLING, PER SPECIFICATIONS CLEANOUT DETAILS DIAGRAMATIC 7-5/16" 82-1 /2" 1-1/2" (E) I_I � 2' 2-1/2" 1-1/2" (E) 1-7/16" 46" (MAX) ROTATED 90° FOR CLARITY WASTE PIPE LENGTH TO SUIT. /8 BEND IF CLEANOUT OCCURS AT END OF LINE CLEANOUT TO GRADE (SCO) 1-1/4" IPS SUPPLY T 1 47-1-1/2" V PER PLANS 18-5/8" 13-13/16' 1-1/4' IPS WASTE FINISHED FLOOR TO WASTE MAIN BARRIER FREE EMERGENCY EYEWASH/ SHOWER INSTALLATION DETAIL DIAGRAMATIC SHUT-OFF VALVE STATION SHUT-OFF VALVE STATION PREP AREA 339C SCIENCE STUDIO 235 SCIENCE STUDIO 137 7 SANITARY WASTE/ VENT IN WALL CW PIPE SIZE PER PLAN.\ WASTE 8 HW MAIN. SIZE PER PLAN. FIXTURE WITH HOT WATER. SEE PLANS FOR TYPE AND LOCATION. HW MAIN. SIZE PER PLAN. SUPPLY STOP (TYPICAL) HW RUNOUT TO FIXTURE. SIZE PER PLAN. HOT WATER PIPE TO PLUMBING FIXTURE DETAIL DIAGRAMATIC MAY EXTENDASA WASTE OR VENT WALL ABOVE GRADE WASTE AND VENT PIPE COUPLING. EXTEND PIPING AS REQUIRED WHEN INSTALLED IN BRICK STAINLESS STEEL WALL COVER AND SCREW. 12' OR AS NOTED. FLOOR—�. BELOW GRADE WASTE PIPE COUPLING. 118 BEND PLUGGED TEE WITH CLEANOUT BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. NEENAH FOUNDRY R-1740-D2 MANHOLE COVER AND FRAME SET FLUSH WITH FINISHED GRADE OR PAVING. WALL CLEANOUT (WCO' 49 1/8" 38" r— 22" —UNION (TYP) —A.R.W. FROM BUILDING SIZE PER PLANS A.R.V. TO BUILDING SIZE PER PLANS CENTER MANHOLE IN PIPE OPENING AND INFILL VOIDS WITH CONCRETE FINISHED GRADE CONCRETE PIPE W/I.D. OF 42" LENGTH AS REQ'D ACID NEUTRALIZATION TANK —WASTE PIPING, SEE PLANS FOR CONTINUATION AND SIZING —CONCRETE BASE ACID NEUTRALIZATION TANK INSTALLATION DETAIL DIAGRAMATIC SCIENCE STUDIO 236 SHUT-OFF VALVE STATION SCIENCE STUDIO 138 SHUT-OFF VALVE STATION SECOND FLOOR DRAIN WASHED ROCK F.:_'_'IL7O rOR CODE COI1'-LIANCE APPROVED DEC CP 2018 r 1 City of Tukwila BUILDING DIVISION d Lip L NN—PRV (E) OUST. 129 RECEiVeD T FLOOR CITY OF TUKWILA OCT 17 2818 PERMIT CENTER 9 PERMIT REVISION SUBMITTAL Foster High School Modernization and Addition Tukwila School District BLRB TACOMA 1250 Pao?i; A9z. Suite 700 i5ashKgtoo 98:02 253.522 5599 BLRB Drawing Title' MECHANICAL DETAILS Date : 10.16.2018 Revised : Drawn By : Author Project No. 16.08 Sheet No. M5.01 of BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 9 5/15/2017 9:41:16 AM D 4" RWL UP 4" RWL DN IN WALL BELOW FLR. 4"RWL DN IN WALL 4"RWL UP 1"AIR UP 2" RWL UP &DNINWALL 4" 2"CD UP 3"AV UP 12" 2" BELOW FLR. 2"RWL UP&DN TO WH-6 2"AV 2" 4" HB LEVEL 1 PHASE 1 - PLUMBING DEMOLITION PLAN - NORTH 0' 2' 4' 8' 1!8" =1'-0" @ FULL SIZE _-� 12 2"WU" 2"CW UT 2"W DN IN WALL 2"W UP 2"CW&HW UP Y2„ 12'V 4"D-1 2"HW & CW ON ;14"G DN IN WALL 4"RWL UP 12"CD UPf I I "HW UP 2'W UP Y"CW UP HB 4" AIR DN IN WALL Fri 4"OFD UP T 4"W BELOW FLR 3" RWL DN AT COLUMN 4'OFD UP 3"RWL UP ,./ \�.P. ii�� 4"RWL UP 4" AIR DN IN WALL 3"RWL DN AT COLUMN 4" BELOW GRADE r3" CAPPED Y FOR FUTURE OIL WATER SEPARATOR 6" BELOW GRADE C.O. IN ELEV. 278.50 6" RWL INV. EL. 281.83' 6" BELOW GRADE 6" RWL UP IN WALL & DN BF 4" BELOW FLR. 3"RWL UP 4"OFD UP 3"DN EXPOSED 11 " ON WALE 4 J \ 2"VTR 2" BELOW FLR. G 'RWL INV. L.281.00' e 2"RWL UP 6"RWL & OFD DN. 1"CW & HWIDN TO WASHER W/SHUT-OFF VALVES 2"D-1 1"G TO 2 DRYERS \2"OFD UP & DN 2"RWL UP 2"RWL BELOW FLR. 6"RWL BELOW FLR. 2"RWL BELOW'FLR. ��2"OFD UP & DN c'""'--2"RWL UP 2"RWL IN CANOPY 6"OFD BELOW FLR. 2"RWL BELOW FLR. 0......---2"OFDUP&DN 41---2"RWL UP 3"D-2 2"RWL IN CANOPY 6"RWL & OFI$Dt1 THRU FLR. 3" RWL UP GeND:-oR JN=BBWN-AT WALL — TO FUNNEL FLOOR DRAIN GAS UP TO MECH. PLATFORM 6"OFD & RWL BC GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. REFER TO MECHANICAL DEMOLITION NOTES ON SHEET M0.01. 3. ITEMS SHOWN DARK AND DASHED INDICATE EXISTING ITEMS TO BE REMOVED. ITEMS SHOWN LIGHT INDICATE EXISTING ITEMS TO REMAIN. DEMOLITION NOTES O REMOVE PORTIONS OF PIPING AS INDICATED. CAP BRANCHES AT MAINS. CAP, CONCEAL, AND ABANDON PIPING WITHIN WALL THAT WILL NOT BECOME ACCESSIBLE WITH THIS CONSTRUCTION. :D rCR CODE COV, 'LIANCE APPROVED Et 0C2618 City of Tukwila 41 BUILDING DIVISION I LEVEL 1 PHASE 1 - PLUMBING DEMOLITION PLAN - SOUTH 0' 2' 4' 8' 128" =1'-0" © FULL SIZE B. COORDINATE WITH PSE FOR THE REMOVAL OF THIS GAS METER. REMOVE GAS PIPING AS INDICATED AND PREP FOR RE -CONNECTION FROM MAIN BUILDING GAS SUPPLY. REMOVE PLUMBING FIXTURE AND ASSOCIATED APPURTENANCES. REMOVE_ PLUMBING CONNECTIONS BACK TO MAINS AND CAP. REMOVE FLOOR DRAIN. CAP AND CONCEAL WASTE PIPING UNDER SLAB. SLAB CUT AND PATCH AS REQUIRED. CAP VTR AT ROOF. KEY PLAN PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pacific Ave. Scile 700 Washingtan 98402 253 627.5599 BLRB.corn !Drawing Title: LEVEL 1 PLUMBING DEMOLITION PLAN - PH. 1 Date : 4.23.2018 Revised : Drawn By: INITIALS Project No. 16.08 BLRB ARCHITECTS, P.S. 1 2 3 4 5 6 7 8 9 5/15/2017 9:41:16 AM 1%"V DN 2"W, 2"HW & IN WALL y"CW DN 2"V ,r, f=0 f;r I'I r i iI i 1 r �Q+ ; '���"�R I 2" 3"RWL UP 3"OFD UP - VE CEILING i' LEVEL 2 PHASE 1 — PLUMBING DEMOLITION PLAN 0' 2' 4' 8' 1/8" =1'-0" @ FULL SIZE T: 7 z II li 6'RWL DN GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. REFER TO MECHANICAL DEMOLITION NOTES ON SHEET M0.01. 3. ITEMS SHOWN DARK AND DASHED INDICATE EXISTING ITEMS TO BE REMOVED. ITEMS SHOWN LIGHT INDICATE EXISTING ITEMS TO REMAIN. DEMOLITION NOTES CODE COR':'LIANCE APPROVED LWL G 2218 BUILDof Tukwila ING DIVISION xxx KEY PLAN PERMIT SET Foster High School Modernization and Addition Tukwila School District 1250 Pacific Ave Suite 700 Washington 98402 253.627.5599 BLRB. corn Drawing Title: LEVEL 2 PLUMBING DEMOLITION PLAN — PH. 1 Date : 4.23.2018 Revised : Drawn By : INITIALS Project No. 16.08 NV can, BLRB ARCHITECTS, P.S. 5 6 7 8 9 A 5/15/2017 9:41:16 AM AG AN UP H f 4" II \. C.O. i=.;413-1 I I 2" a LEVEL 1 PHASE 3 - PLUMBING DEMOLITION PLAN - AREA C 0' 2' 4' 8' 1 /8" =1'-0" FULL SIZE ii fi %f 6" RWL UP IN WALL & DN • 2" BELOW GRADE FD UP & 2"RWL P ABj CE 4" RWL UP 4" RWL DN IN WALL BELOW FLR. it II EED itm UP IN WALL 2" BELOW LR, 2"CD UP 2" BELOW FLR. LEVEL 1 PHASE 3 - PLUMBING DEMOLITION PLAN - AREA B 116"=1'-0"@FULL SIZE 0' 2' 4' e' 2"RWL BELOW GABLE ROOF TV 3"D-2 4" LEVEL 1 PHASE 3 - PLUMBING DEMOLITION PLAN - AREA D 0' 2' 4' 8' 1/8" =1'-0" ® FULL SIZE 2R &DN TV UP 2"CW Y"HW B9/ 1 Y2" INTO GENERATOF 3"OFD UP - GENERAL NOTES 1. REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. 2. REFER TO MECHANICAL DEMOLITION NOTES ON SHEET M0.01. 3. ITEMS SHOWN DARK AND DASHED INDICATE EXISTING ITEMS TO BE REMOVED. ITEMS SHOWN LIGHT INDICATE EXISTING ITEMS TO REMAIN. DEMOLITION NOTES REMOVE EXISTING GAS METER. CAP GAS LINE FROM MAIN BELOW GRADE. REMOVE EXISTING GAS LINE FROM METER TO GAS PRESSURE REGULATOR. GAS PRESSURE REGULATOR TO REMAIN. FIELD COORDINATE EXACT LOCATION AND ROUTING OF LINE THAT IS TO BE DEMOLISHED. O3 REMOVE EXISTING 1-1/4" MEDIUM PRESSURE GAS LINE, SHUTOFF VALVE, AND GAS PRESSURE REGULATOR TO BOILER. ® REMOVE EXISTING 3/4" MEDIUM PRESSURE GAS LINE AND GAS PRESSURE REGULATOR. REMOVE EXISTING 1-1/2" LOW PRESSURE GAS LINE FROM GAS PRESSURE REGULATOR TO FIRST TEE. F.:_ i_ D ruR I CODE COV. L IANCE j APPROVED DEC C,_ L:i8 City of Tukwila BUILDING DIVISION ! KEY PLAN PERMIT SET Foster High School Modernization and Addition Tukwila School District TACOMA 1250 Pacific Ave. Suite 700 Washington 90402 53.6275599 BLPB.corn O �yc t 47204 :^1 c7c r rn; E; f,i C 484 SY7 (oink s te?Gii Oregon 97702 5.`t ilitr/Cr Drawing Title: LEVEL 1 PLUMBING DEMOLITION PLAN - PH. 3 Date : 4.23.2018 Revised : Drawn By : INITIALS Project No. 16.08 BLRB ARCHITECTS, P.S. 5 6 7 8 9 A B c D E F G 5/15/2017 9:41:16 AM SAC ) �DJ AJ 4" RWL UP 4" RWL DN IN WALL BELOW FLR. 4"RWL DN IN WALL 4"RWL UP 8"RWL INV EL. 279.62 1"AIR UP r 4"RWL DN. IN WALL 4"RWL UP II --I 2"SVL UP IN WALL 3"AV UP LEVEL 1 PHASE 5 - PLUMBING DEMOLITION PLAN =t'-0'©FULL SIZE 0' 2' 4' 8' it • �1 /" 2" BELOW FLR. co. 2"CW UP 2"RWL U &DN 3"W ABV G t 4"HW UP 3"V UP 2"WUP 2"CW Up 2"W DN IN WALL 3"W UP 2"V UP ,va:w i la 2"W UP "CW 2"HW 2"D-1-i 2"HW &CW DN 2'D-1 C4 C5 y'G DN -IN WAI- - 1y y"HW UP 2"W UP 'CW UP 2 _; L L Vciftrag GENERAL NOTES REFER TO GENERAL MECHANICAL NOTES ON SHEET M0.01. REFER TO MECHANICAL DEMOLITION NOTES ON SHEET M0.01. 3. ITEMS SHOWN DARK AND DASHED INDICATE EXISTING ITEMS TO BE REMOVED. ITEMS SHOWN LIGHT INDICATE EXISTING ITEMS TO REMAIN. DEMOLITION NOTES 0 REMOVE EXISTING DRINKING COOLER. RETAIN EXISTING PLUMBING CONNECTIONS FOR NEW DRINKING COOLERS. F :';L :D rUit I CODE COA! "LANCE APPROVED • City of Tukwila BUILDING DIVISION • TEFi KEY PLAN PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB chitects TACOMA , 1250 Padfic Ave. Suite 7C0 Washington 98402 253.621.5599 s" BLRB.com Oic; u917737 Drawing Title LEVEL 1 PLUMBING DEMOLITION PLAN - PH. 5 Date: 4.23.2018 Revised : Drawn By INITIAL$ Project No. 16.08 BLRB ARCHITECTS, P.S. 1 2 3 4 I 5 6 7 8 9 5/15/2017 9:41:16 AM ) ) 2"RWL UP 4'RWL ON 11 2"RWL UP 4"RWL DN 2"W UP 2'RWL UP 4"RWL DN IN SHAFT 2"RWL UP 4"RWL DN C 2"RWL DN IN WALL 6" ABOVE CLG!.) 4' ABOVE CLG. 3"RWL UP 4" ABOVE CLG 3"RWL UP 3" AIR UP&DN 2"RWL UP 2" PIPING IN CANOPY 0/-4" ABOVE CEILING I•I I I 3'0FD UPI I I r II I J i \/, 4" ABOVE pEILING \` 3"W ABV C1JG A\-3"OFD UP is 11 L l�J 3"OFD UP 4" ABOVE CEILING 3"RWL UP 1 7 2"W DN 2 W ON/ LEVEL 2 PHASE 5 - PLUMBING DEMOLITION PLAN 1A7"=ito"®FULL SIZE 0' 2' 4' 8' 'RWL UP II'11 I'. 2'RWL DN IN WALL --5 3"W ON IN WALII & TIE INTO WASTE i 2"V ON ii ... _TV I� 1)4"V ON IN WALL V i i Z4'tVTR L-2" �� i 2„ i r I 00 2"W, 12"HW & /2"CW DN 2"V 3"RWL UP 3"OFD UP, 4" ABOVE CEILING 3"OFD UPI/ 3"RWL UP r1/"COND DRAIN ON IN WALL II II II • 4 1 7 01 3"RWL UP 3"OFD UP 4"OFD UP 4"RWL UP toOcte F._'-,'L ` :D rC:rZ CODE COV: LIANCE I APPROVED iiw C v Lull F City of Tukwila BUILDING DIVISION GENERAL NOTES 1. REFER TO GENERAL. MECHANICAL NOTES ON SHEET M0.01. 2. REFER TO MECHANICAL DEMOLITION NOTES ON SHEET M0.01. 3. ITEMS SHOWN DARK AND DASHED INDICATE EXISTING ITEMS TO BE REMOVED. ITEMS SHOWN LIGHT INDICATE EXISTING ITEMS TO REMAIN. DEMOLITION NOTES O REMOVE PORTIONS OF PIPING AS INDICATED. CAP BRANCHES AT MAINS. CAP, CONCEAL, AND ABANDON PORTIONS OF PIPING WITHIN WALL THAT WILL NOT BECOME ACCESSIBLE WITH THIS CONSTRUCTION. RETAIN EXISTING VTR FOR USE WITH NEW PLUMBING FIXTURES. REMOVE EXISTING DRINKING COOLER. RETAIN EXISTING PLUMBING CONNECTIONS FOR NEW DRINKING COOLERS. KEY PLAN PERMIT SET Foster High School Modernization and Addition Tukwila School District BLRB architect_ TACOMA 1250 Padfic Ave. Suite 700 Washington 98402 253.627.5599 BLPS.corn S Pv. . PORILAND 5..:etx: Or¢yon 97204 BEND 404 SW ioliitlihia Seiiel0] 0 egon 91702 5.n-fin x�r Drawing Title: LEVEL 2 PLUMBING DEMOLITION PLAN - PH. 5 Date : 4.23.2018 Revised : Drawn By : INITIALS Project No. 16.08 BLRB ARCHITECTS, P.S.