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HomeMy WebLinkAboutPermit PG16-0080 - TUKWILA VILLAGE / BUILDING D - PLUMBING, GAS PIPING AND INTERIOR REFRIGERATION PIPINGTUKWILA VILLAGE BUILDING D 14400 TUKWILA INT'L BLVD PG 1 6=0080 City of Tukwila • Department of Community Development + 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT Parcel No: 0040000194 Permit Number: PG16-0080 Address: 14404 TUKWILA INTERNATIONAL Issue Date: 8/31/2016 BLVD Permit Expires On: 2/27/2017 Project Name: TUKWILA VILLAGE - BUILDING D Owner: Name: TUKWILA CITY OF Address: 6200 SOUTHCENTER BLVD, TUKWILA, WA, 98188 Contact Person: Name: DAVE VAN DUINE Address: 1624 135 PL NE , BELLEVUE, WA, 98005 Contractor: Name: TRI STATE PLUMBING INC Address: 1624 135TH PL NE, BELLEVUE, WA, 98005 License No: TRISTI*245NZ Lender: Name: Address: DESCRIPTION OF WORK: Phone: (425) 643-3830 Phone: (425) 643-3830 Expiration Date: 10/1/2018 PLUMBING, GAS PIPING AND INTERIOR REFRIGERATION PIPING FOR A NEW MIXED USE BUILDING Valuation of Work: $526,000.00 Fees Collected: $8,113.24 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature:WIV6*�oate: // ` I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signa Print ture: - Date: Eb This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: � --� (�-1 V (For o tce use on! �T PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: Site Address: Suite Number: Floor: Tenant Name: New Tenant: ❑ .....Yes ❑ ..No PROPERTY OWNER Name: Address: City:State: , Al ip: CONTACT PERSON — person receiving all project communication Name: Address: City: State: zip: Phone: .� y 3 Fax �5 Email: ii Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per'Tnt'l Building e): Occupancy (per Int'l Building Code): Utility Purveyor: Water: H:\Applications\Forms-Applications On Line\20I I Applications\Plumbing Permit Application Resised 8-9.1 I.docx Revised: August 2011 bh PLUMBING CONTRACTOR INFORMATION Company Name: 7 Address: bv-1 City: J State: zip: <�o0 Phone: 92,%q.3 Fax: Contr Reg No. � Ex�Date: Tukwila Business License No.: _ be 1 � Sewer: Pagel of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination ry bath/shower CJ Dishwasher, domestic with independent drain Shower, single head trap trailer park sewer Sinks L, Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum ` breakers not included in 11 lawn sprinkler backflow 7, - rotections (1-5) Fixture Type Qty Bidet ry Drinking fountain or water cooler (per head) Lavatory Urinal trailer park sewer Water heater and/or vent ?0 Industrial waste Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller ` Atmospheric -type vacuum 11 breakers not included in 7, - lawn sprinklerbacktlow protections over 5 7 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, ry domestic Food -waste grinder, commercial Wash fountain trailer park sewer Water closet ?0 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than ` atmospheric -type 11 vacuum breakers over 2 inch 51 mm) diameter Gas piping outlets 7 Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no pen -nit 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 OWN R AUTHORI ED AGEN Signature: O�-Si� _ J—� Date: Print Name: O.JJL - O. `FN , i�'P" Day Telephoner e 170 Mailing Address: 1 bZ`i 13 N, , E 91;�OC67 City State Zip H:\Applications\Forms-Applications On Line\201 I ApplicationsTlumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $6,553.00 PG16-0080 Address: 14404 TUKWILA INTERNATIONAL BLVD Apn: 0040000194 $6,553.00 GAS $125.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $93.00 PLUMBING $6,115.45 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $6,082.95 TECHNOLOGY FEE $312.05 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9304 R000.322.900.04.00 0.00 $312.05 $6,553.00 Date Paid: Wednesday, August 31, 2016 Paid By: WILLIAM QUACKINBUSH Pay Method: CREDIT CARD 07297G Printed: Wednesday, August 31, 2016 11:21 AM 1 of 1 Orp SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,560.24 PG16-0080 Address: 14404 TUKWILA INTERNATIONAL BLVD Apn: 0040000194 $1,560.24 GAS $31.38 PLAN CHECK FEE 11000.322.103.00.00 0.00 $31.38 PLUMBING $1,528.86 PLAN CHECK FEE R000.322.103.00.00 0.00 TOTALR8761 $1,528.86 $1,560.24 Date Paid: Thursday, June 16, 2016 Paid By: WILLIAM QUACKENBUSH Pay Method: CREDIT CARD 09579G Printed: Thursday, June 16, 2016 3:26 PM 1 of 1 �!7� SY57EM5 INSPECTION RECORD G� Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: TVKWILA- ✓i LL, PI-I)MBM& 4=1&+L - Address: Date Called: M60 T 1,13 , Special Instructions: BL� D Date Wanted: a.m. Requester: ffR 't-5- SPhone PhoneNo: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L$ INSPECTION RECORD Retain a copy with permit INSPrCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Approved per applicable codes. 1:1 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECOUV RD Retain a copy with permit PE t p%!v"�. INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: k t T e of Inspection: o Lm Address: Special Instructions: US � Date Wanted: a.m. p.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd- Suite 100. Call to schedule reinspection. t % INSPECTION RECORD Retain a copy with permit ��f�-vo8b INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: r- / Address: I'lgov Anal-, BZ-Vuj�' Special Instructions: �L�L.JJ� 1& Date Wanted:a.m. �- 5 . IS P. Requester: Phone No: %Approved per applicable codes. EI Corrections required prior to approval. IInspector: 7j&(" /' IDate: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD tub Retain a copy with permit �G`I le�00gb INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P7VK&)1 /LOW Ty � inspection: A l Address: +�' Date Called: Special Instructions: �G j� Date Wanted:_�� ap,m. m. Requester: Phone No: F1Approved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �16���� INSPECTION NO. PERMIT NO. CITY OF" TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: TtL>4 t Address: 0 , Date Called: nstructions: ne No: 3/27%7-0/ Approved per applicable codes. L_J Corrections required prior to approval. r 3 /Z7 / 2018 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit t Cvl6-0a8a INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 © Approved per applicable codes. LJ Corrections required prior to approval. f' — O El REINSPECTION FEE REQUIRE®. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I f r7/0 -W80 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: TUB(W1L4t V1 LJ-A&I ' Type of Inspection: tINX 1 )IN PLUII t NG - Address: Date Called: /V00 T AB Special Instructions: D Date Wanted: 'a.m Requester: A6131C AZT Phone No: ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: �y Inspector: W-- 1 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD d Retain a copy with permit �' I '� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: iUIRM-L �'1�. Type of Inspection: 0U6)+ -1N R00)37nC, Address: MO C Luj LA- fi )% Date Called: Special Instructions -Date BA) l9. r D Wanted: a 16-3n-17 nt . Requester: Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: t� Date: /b F6 ` REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �� _ 00 INS TION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: TyAe of Inspection: Rum Address: 1 '3' 11W V I'L El1) Date Called: Special Instructions: & Date Want: m. Requester. Phone No: 2-53 Z' %aea Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: N1- = .� . Inspector: Dater / h -7 sc�s REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Ty of Inspection: I LA li Address: Date Called: _ 9 T2 Special Instructions: Date Wante �2 a.m Requester: (fW s Phone No: ZS7S-1z 6%3Y ❑ Approved per applicable codes. LJ Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD— 7 1 (-7) Retain a copy with permit lr�"L - 0(*;C) INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ❑ Approved per applicable codes. LJ Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100—Call to schedule reinspection. INSPECTION RECORD Le Retain a copy with permit YW 6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ) / JO N T e of Inspec�t{iion:2�2/_ _ N.' ��.9� A(W Address:�e �/� Date Called: Special Instructions: ,j Date Wan gd a.m. / -7 P. Request r. Phone No: u REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. S -s— INSPECTION RECORD eo Retain a copy with permit i �00 :] INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: (! ' J T e of Inspection: f - %, 10 1113 i 1)& Address: Date Called: Special Instructions: Date Wante j 7 .m Requester 0A Phone No: 2-S- -1 2? EJApproved per applicable codes. LJ Corrections required prior to approval. nspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd„ Suite 100. Call to schedule reinspection. /� INSPECTION RECORD `� Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ly-4JPLA Ve Tof Inspection: a -V"- I AI R- 0 s4 Address: -74 Date Called: . Special Instructions: P Date Wanted: a. 5-' '2 p.m. 111'7 Requester: Phone No: 11 Approved per applicable codes. E Corrections required prior to approval. IInspector: / IDate:// ? I F] REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call. to schedule reinspection. INSPECTION RECORD _ Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: �f Inspector: Date: hl REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit��` IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: CSA IIIU46e 64&LWDU'kr'1 Address: Date Called: Special Instructions: a_.rrL/% M. Date WanteZ10416 Requester Phone No: ZS a - 22 -/3 i3 W F1Approved per applicable codes. Corrections required prior to approval. COMMENTS: FIA Inspector: Date:1 o, 7/T7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permitFg/6 -00*0 INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd- #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: itA LIJUA&C Type of Inspection: l�Ql1R i1k3 Address: Date Called: Special Instructions: P _ G r ��� (. 6—A Date Want d: F a p.m. Requester COOS Phone No: r✓ � �2�� ��/S F] Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. _4 t Fixture Type No. of Fixture s FU per Fixture Total Fixture Units CW FU per Fixture TotalU CW FU's per Fixture I Total HW I FU's HW gph per Total I Fixture HW gphi Sewer FU per Fixture Total Sewer FU's Bathtub, private 62 4 248 3 186 3 186 50 3100 2 124 Drinking Fountain 2 0.75 1.5 0.75 1.5 0 0 0 0 0.5 1 Drain, floor - 2" 5 0 0 0 0 0 0 0 0 2 10 Hose Bibb, outside 7 2.5 17.5 2.5 17.5 0 0 0 0 0 0 Lavatory, private 78 1 78 0.75 58.5 0.75 58.5 4 312 1 78 Shower, private 6 2 12 1.5 9 1.5 9 20 120 2 12 Sink, kitchen w/ dishwashei 69 3 207 2.25 155.25 2.25 155.25 15 1035 2 138 Sink, mo - 3" trap 2 1.5 3 1.125 2.25 1.125 2.25 20 40 3 6 Sink, private kitchen 1 3 3 2.25 1 2.25 2.25 2.25 15 15 2 2 Urinal, flush valve 2 4 8 17.5 35 0 0 0 0 2 4 Washer, clothes - residenti 28 4 112 3 84 3 84 20 560 3 84 Water Closet, flush tank 80 2.5 200 2.5 200 0 0 0 0 3 240 TOTALS 342 0 890 0 751.25 0 497.25 0 5182 0 699- a REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 6 2016 Cif Uk ISI BUILDI DIVISION Gop n-'-f"i6 1.If, I'a RECEIVED CITE' OF TUKWILA JUL 2 0 2016 PERMIT CENTER Abossein Engineering - Bellevue, WA Project Name: ITukwila Village Building DD escriotion: 10 PIPE SIZING INFORMATION FIX UNIT City main (source) water pressure 69# psi Water meter loss (psi) -,'psi Backflow preventer loss 80 psi Pressure losses between meter and bldg. (psi),,,;,; 0.6 psi Water pressure at building entry: 61.0 psi COMPUTATION SHEET 00000000 Calc'd by: 7/19/2016 Information provided by: Fire flow test Explanation: losses to bldg. If water pressure exceeds 80PSI, pressure regulator is req'd Regulator Required: NO Maximum available water pressure for distribution: 61.0 psi PRV Set Point: n/a BUILDING WATER PRESSURE LOSS: Elevation loss 31.6_ psi Max. fixture height from source 7' ft at 0.433 psi/ft Backflow preventer loss x psi (include all devices downstream of PRV) Min. fixture pressure I`50`, psi (at most remote fixture) Total pressure loss 46.6 psi 61.0 psi (maximum available water pressure for distribution) -46.6 psi (minus total pressure loss) Remaining available pressure: 14.4 psi Longest piping run 3 300 ft 14.4 psi x 100 ft x add'] fitting factor of 1.33 399 ft 399 ft Max. allowable pressure loss for pipe sizin 3.607 si/100ft PIPE MAINS FIX UNIT GPM SIZE Building Supply 884.500 190 4" Cold water 781.750 175 4" Dom. hot water 494.250 120 4" - 21 5.2 1-1/2" 58 15 32 Pipe material: 2" 205 Copper, Type L Abs. Roughness, s = System Variables: Cold water (T=40°F) Dynamic visosity, g = Dynamic vinosity, g = Dynamic visosity, It = Density, p = Velocity, vma _ 1.546 cP 3.2288E-05 ]bt-s/ft2 1.0388E-03 lbm/ft-s 62.426 lb./ft' F`8 ft/, COLD WATER PIPE SIZING TABLE Cold Water Piping to be Sized Based on �� ft (FV =Flush Valve, FT = Flush Tank) 0.000005 ft Hot water (T=120°F) Conversion factors Dynamic visosity, g = 0.559 cP 1 cP = 2.0885 x 10-5 lb,s/ft Dynamic visosity, g = 1.1675E-05 Ibt-s/ftz gc = 32.1740 ft-Ib,,,/]b,s2 Dynamic visosity, g = 3.7562E-04 lbm/ft-s Density, p = 61.713 Ibm/ft3 Velocity, vm� _ 5I ft/ HOT WATFR PIPF RI71NC; TARI F PIPE SIZE FIX. UNITS (flush Flow Rate (gpm) FIX. UNITS (flush Flow Rate (gpm) Velocity NIS) 1/2" 1 - 2.3 3.1 3/4" 6 - 5.9 3.9 1" 1 16 - 12 4.5 1-1/4" 32 - 21 5.2 1-1/2" 58 15 32 5.8 2" 205 95 66 T8- 2-1/2" 455 329 116 7.8 3" 748 700 171 8.0 4" 1755 1755 300 8.0 6" 4480 4480 670 8.0 PIPE SIZE FIX. UNITS (flush Flow Rate (gpm) Velocity NIS) 1/2" 1 2.4 3.3 3/4" 7 6.3 4.1 V 18 13 4.8 1-1/4" 30 20 5.0 1-1/211 49 28 5.0 2" 123 49 5.0 2-1/2" 245 75 5.0 3" 406 107 5.0 4" 840 187 5.0 6" 2765 419 5.0 5/1/2017 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director DAVE VAN DUINE 1624 135 PL NE BELLEVUE, WA 98005 RE:' Permit No. PG16-0080 TUKWILA VILLAGE BUILDING D 14400 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/3/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/3/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG16-0080 6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director August 09, 2016 DAVE VAN DUINE 1624 135 PL NE BELLEVUE, WA 98005 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG16-0080 TUKWILA VILLAGE - BUILDING D - 14400 TUKWILA INTERNATIONAL BLVD Dear DAVE VAN DUINE, 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 - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seaUstamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. I could not find on the plans anywhere where it identified the specific type of materials, manufactures specification for all plumbing pipes or plumbing system. Also the plans did not show type of fire/smoke penetrations for pipes through fire/smoke rated assemblies. Provide the specifications for material specifications of type of all pipe materials for this project and provide fire/smoke details or manufactures specification for the different types of penetrations for the plumbing systems. Construction plans may have much of which is to be used for these installations, however those details shall also be added to the plumbing plan sets. 2. The plans indicate plumbing in the east stair enclosure walls. Provide details to show the plumbing in a separate enclosure to maintain the assembly rating of the stair way wall construction. (IBC 712, 713 & 14) Note: This permit plan review may not be complete as revised plans may require further corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-4.31-3670 • Fax 206-431-3665 s If you have any questions, I can be reached at 206-431-3672. Si cerely, W Brenda Holt Permit Coordinator File No. PG16-0080 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director June 29, 2016 DAVE VAN DUINE 1624 135 PL NE BELLEVUE, WA 98005 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG 16-0080 TUKWILA VILLAGE - BUILDING D - 14400 TUKWILA INTERNATIONAL BLVD Dear DAVE VAN DUINE, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide the plumbing sizing calculations for supply, DWV and gas piping. 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 206-431-3655. Sincerely, c Bill Rambo Permit Technician File No. PG 16-0080 6300 Southcenter Boulevard Suite #100 e Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERi�� 1 COORD COPY - PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0080 DATE: 08/22/16 PROJECT NAME: TUKWILA VILLAGE BLDG D SITE ADDRESS: 14400 TUKWILA INT'L BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: PA'!� / �� 2 '10 Buil ng Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 08/23/16 Structural Review Required ❑ DATE: DUE DATE: 09/20/16 Approved with Conditions g Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0080 DATE: 07/27/16 PROJECT NAME: TUKWILA VILLAGE - BLDG D SITE ADDRESS: 14404 TUKWILA INT'L BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # I Revision # after Permit Issued DEPARTMENTS: f'��(j Build g Division ®, Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 07/28/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/25/16 Approved ❑ Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only Q, CORRECTION LETTER MAILED.- Departments AILED:Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0080 DATE: 06/16/16 PROJECT NAME: TUKWILA VILLAGE — BUILDING D SITE ADDRESS: 14400 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: LoV✓ U-1411(0 Cling Division �Fire Prevention Planning Division ❑ NM ATS -I--1-0 Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 06/21/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/19/16 Approved ❑ Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg. Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:/fwww.TukwilaWA.gv REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: % / ZZ 16 Plan Check/Permit Number: b — ❑ Response to Incomplete Letter # RECEIVED ®, Response to Correction Letter # CITY OF TUKWILA ❑ Revision # after Permit is Issued AUG 19 20115 Revision requested by a City Building Inspector or Plans Examiner ❑ PERMIT CENTEP Deferred Submittal # Project Name: r Project Address:--IL— Contact Person: fiummary of Revicinn- Phone Number: 42-5- 6,-�o 31 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision W% Received at the City of Tukwila Permit Center by: A Z Entered in TRAKiT on 0 / WAPermit Center\Templates\FomuV2evision Submittal Fomdoc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa. us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 — -2 — 7--n 1 fa Plan Check/Permit Number: PG16-0080 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 RECEIVED ❑ Revision # after Permit is Issued CITY OF TUKWILA ❑ Revision requested by a City Building Inspector or Plans Examiner JUL 2 U 2016 Project Name: Tukwila Village — Building D PERMIT CENTER Project Address: 14400 Tukwila International Blvd Contact Person • .\1 "a— �.Phone Number: Summary of Revision:. ;. I Sheet Number(s): xn- [) ?N�q , o "Cloud" or highlight all areas of revision including date of revision rl,Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: TRI-STATE PLUMBING INC Horne Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries TRI-STATE PLUMBING INC Owner or tradesperson 1624 135th PL NE BELLEVUE, WA 98005-4580 Principals 425-643-3830 QUACKENBUSH, WILLIAM J, PRESIDENT KING County MICHAEL, GARY V, VICE PRESIDENT / certification (depending on trade) and any past violations. GOODMAN, WILLIAM E, VICE PRESIDENT Active. DARNELL, FRED N, VICE PRESIDENT Meets current requirements. (End: 09/03/2002) ARNONE, CHARLES J, VICE PRESIDENT (End: 09/03/2002) CANON, PAUL E, VICE PRESIDENT (End: 09/13/2010) MICHAEL, GARY V, VICE PRESIDENT (End: 09/13/2010) Doing business as TRI-STATE PLUMBING INC WA UBI No. Business type 600 151 772 Corporation Governing persons GARY Page 1 of 5 Search L&I A-1 Index Help M111AJ Workplace Rights Trades & Licensing Bond history Insurance https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=600151772&LIC=TRISTI*245NZ&SAW= 8/29/2016 MICHEAL PAUL E CANON; WILLIAM J QUACKENBUSH; 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. TRISTI'245NZ Effective — expiration 08/0911976-1010112018 Bond Lexon Ins Co $12,000.00 Bond account no. 9816460 Received by L&I Effective date 04/26/2013 04/20/2013 Expiration date Until Canceled Bond history Insurance https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=600151772&LIC=TRISTI*245NZ&SAW= 8/29/2016 4 m U U) cuT Q U cu t a) N C O C O U N rn Lo O LL U >C 0 c (0 C U f9 X �w L L O _O -Op LL M m J N O 0 SHEET NOTES V JOHNSON BRAUND .� 1. LEVELS 2- 6 CONSTRUCTION TYPE VA, OCCUPANCIES R-2, 5.1 (ACCESSORY USE). 2 -HR. CONSTRUCTION LEVEL 3 ® BEARING PER TUKWA A ORDINANCE 2325 5 STORY P TYPE VA 1.IBC SIU L2 SPECIAL PROVISIONS GSC iS200 52M Ave. Sowh SURe 300 aB Phone 206.766.6300 k Z 1� 4 5 —J LSEPARATION. HORIZONTAL BUILDING SEPARATIONRI ALLOWANCE: TYPE VA OVER IA WB- HOUR HDR20NTAL BUILDING w�w,arearVva,nJ.wm ARCHITECTURE INTERIOR DESIGN CA3,0 A310 I 3 ALL LEVELS FULLY SPRINKLERED PER IBC 9W.3.1.1 (NEPA 13). G gLAlwrc, Na JeTq a vmia,�, au 26-0" I� 66 3" 6'-lY' 34' 3" ' 4 REFFIRE SSEM TO BEE7SAWA AW6AFOR LL TYEABSE &LVKEYPLAN VW WALL TAGS&LOCATIONS. REFER TO 14'-0' I 1Z -Ir' 20-3" 14'-P' ' — — �5'-7• —•I— •-}----- I t SH SHEET SERIES AWS FOR ASSEMBLY DETAILS. 5 EXIT STAIR EN PER IB RES SHALT. BE 2- F1041R RA .m= :CM7 ANDr= 707-1.10: `..ILI j ` 1 ' REVIENVED FOR 6 ALL VERTICAL SHAFT56HALL 13E 2- o L I //A424 I CODE COMPLIANCE 7. EXTERIORWALLS(TYPETYPE} 3'�.°n APPROVED AREI D,30FNDF D21DF_,FIRE SEPARATION DISTANCE PER IBC TABLE 00. ALxhO'Cn1Hl-5.,uIITwtC2RlGC�CmT•T --�- -v J, ---- . EXJT A AUG201 CVA S. CORRIDORWALLS AREOUR RATIN PROTECTED 20 MINUTE DE1NGS PERI CTABLE 1116A& STC 1 IBWSMWAEMAUTYAO 50 DOO SEE 10.0 SCHEDULE WLE SHEET AOW r <tI(! t GGIR I .E.c' A� \--moo,--1Pr ✓ 1 \ I 1 /� C I of 'la W IN0CWNPE-SEE ,, SCHEDULE STORRNNPE-SEE I P 1 a 6Y Y I 1 1 r - Lj 4- I BUILD NG DIVISION 2 SEE ENLARGED BINS FOR DOORS VfNDOWS NOT SHOWN ON THIS R i P a d s 304 C ' A4505 1 / Iio tr 2SEdF1 1 ^ - SHEET. TO SHEET FOR 13REFER TO VUNITPIANDOOR8VNDONSCHEClE IARE R ENLARGED UNIT PLANS.6� 15 INDICATES TYPE A ALLREMANIN3 ITra ,, \l/ \✓ ` UNITS S MEET TYPE B11NLSI&UNIT, PERILACCESSIELE UNIT CRRERIA 5 Q} d 3 A312 H iP I i@�ri SIM. 306 BILI .} J 1-�,-'� Wim.! �1r. I 2 -01 `b' 6 t/,, _` / `'b �'O liq..�..:- r -t9'-6, ����...�� 4 421 / ` 1 0,c 16. REFER TO ACCESSIBILITY NOTES ON SHEET At= 17. PROVIDE MECHANICALLYAT ` T RPIR- r\J2C/-'�76- I e i -� ! �y„ , 0_ 0 0%2'---_ _ 1 I 21`L�_` p I _` I `-�, �/* T' 5, / 2 `�2P_2„ I LFASBELO HEATED INSULATSPACE, REFER I TO AWB SHEET SER16S FOR REQUIRED R. VALUES. 10. CORRIDOR VENT AT ON CONCEP SHOWII REFER TO DESIGWSUID MECHANICALPIANS. q C? ; B_ AW A313 - .. ._ D04) / 1 ` \ �� -'� 2, i - STOR y , ' • = _ 1 i 2 �a$Pl [�F.E.C. RECESSED,FIRE 10. EXTINGUISHER CAD h n-' - GRAi( \.. A313 c4iiRIDORI U' .�- 310 ' ��_ ( l l ~l .6.31?• \ - 312 A31 j INTERN S35 4 /-ba/J1 �\ / I/ II u iAEE SEE DE AIL:/// FIRE - y7 - _ 6 / 20.gr F.E. SURFACE MOUNTED EXTINGUISHER LOCATE 0 3 Sad / c � 3,4 -�- / 4 ��� 77 /18HD.C7 =?,� -�•�. / \ f 1'_y I % 1 � • -.308 �ti`�` 1 E ) PER TFC. ztIBUILD WC. Exrr SIGN PER c lIMI.Z i2 REFER TOOESIGNPLUMBING PIANS. TO '^ V g � b Q rc 6 • ` �l 2 I� r c ., � '� - / - 0 23. REFER DESIGW&IILD ELECTRICAL PLANS. ee 0 S Way. / �. 24 SHFFT AW? FOR R OTIDN 23PD@ -,. = / PEN ETRAREF REQUIREMENTS IN FIRE RAZCIXJSTRIC' bpC 25 PER IBC 509.42, WHERE TABLE 509 11 W aU O C ] o 1)' , /\T v ,�/ , f ( •_ 'I i rv, ♦\ \14--76�` bI 25'\♦` - I rel ..y�i / 5 ♦ - - _ _ i�'�!� 1?• ., 1'1(� R ♦ ..,�.`\i9. i / _ S ,'1--. ( PERMITS AN AUTOMATIC SPRINKLER 1,Sy STEM THE INCIDENT�SE(COMMOA FIRE N LAUNDRY ROOM) SHALL1" SEPARATED FROM THE REMAINDER OF ? THE BUILDING BYCCNSTRUCTION W, CAPABLE OF RESISTING THE PASSAGE S9 L ♦ 11 n l \ P / 1 A3t2 , - l OF SMOKE. ) d r n run t0 R 3 315 0 ♦♦ .�I - _ .� \ / r; / ! I �2Pli A200 \ X19. \ A301 g IT ` L / •1a'.D.,♦ � , b - ,BtBlc3 wa i K W I I_ A yI� ♦ -. '11• `a A2oD 1 Ri E TL ,.! n3oo _ - / ` �: _ t Y OF i ♦ ♦ IPI \ ` G 7 ' I AiIr, 'I J i O l ,NS %� © AU., 1 J 2O/p� 1IV E ♦ ♦ Aaz3 �♦ J / ;)ERMIT C =LATER ;A30, 9.311 PROJECT a. 1026.04 Ot 4tr - DRAWN BY dFF. - CHECKED BY Gnat r j U ' � LEVEL 3 FLOOR PLAN - 397' LEVEL 3 FLOOR PLAN z =1'.0' C Al 04 ww . LL 0 4 B' 16' 37 BID SET m U U) cuT Q U cu t a) N C O C O U N rn Lo O LL U >C 0 c (0 C U f9 X �w L L O _O -Op LL M m J N O 0 0) Q co m rn O C C O N UU O X U) W N N FL M Cn d a o> vo Qa S I ' PPRAPET 5228 HT. - - g - -- - - 13 -' MAX LOW HT. III GENERAL NOTES 14 JOHNSON BRAUND 152005200 Ave. South ,.. I - - - - A45 �19 -- - _ FOR SHEET A453 FOR ALL NOTES RELATED TO STAIRS 18' 2 453 suit. Boo 3 tha' SOP PIIT�, J_ NDICATES STAIRF AG NOTES -SEE A453 5'-1017' 3, S, 5-10112'•'7�'��SEt 7H Y'-a'TY (71TP.EAD5 11'•EA, Y.�' .. I L1 , vrw«.pnreonb aavl,am 361.88 `-� -. ALTERNATING 3 12� TREADDEVICE LLL SEE 1SIA453 , v I _ -•_ - • • - • • • - • •. • ` _, S/ ' 1 INTE OR DESIGN RG�NLA Mi AJA emw A. VAII.- AM I �--� A453 z i' ,�. Ow / 6 � 0 •� fA453 �� `J � I a3oo - — - — � ,i701 -- — � ICY_ • - — - -' � i TVP. • ^t 7 ' �l VELE 7A •;11' H \�l�i•^ , a P J ��. /x. - v r A4� t3 �� S'tr i n 'r "\\' A453 TVP STAL•DPIPE PER DESIGN RUILD� 7H p �0 A053 RRCCIS�R[F�E�D,r AF{HIIC(r(/" ei I VIES /'�C 5 L1AN 1/4"=1-0 - „SIS N w 4 E 0Mp �°•� wASw��,�N m 7r gB � ifs - '350.44 VEO s' 10117• S - 5'=_ - 5' - I /T ��0 (7)TREADS 11"EA. l - .�, �\ Z,p16 -�''. .,n, \,� 7A \• 4• AUG 2 6 i a - t" -� S. luE a R P._ - - -, 1 I S m � - - - - - ti ' 112► o�TulcwIS10 - - - a K �- gB O w -- ,. 7H A'• 7B 1 0 P /) 34129 i `a1 \ / -. 7H b y A1453 DESAI�GN BUILD A'� IL ST IR EVF oNDIN 54 � 1 - m I — o Ad53 S. 11 Y4"8' - o N 11"E0. (9) TREADS Ek 41 C� • - -•J --- -•.•- •- -, •- �- AvM � 5.0314' g g 481 %5/ 1!n 17-7 /4" n i ZC ASW/1�-- ---� - lB -1 6 1'�a P. L A453 I TAT FC CZ2 3_ m{.� .�.. _ 323.00 -t -,H — — — — — •-- { B 6� �n v a 6 — .I m .2 ¢ iln r J J STANDPIPE PER DESIGNBUILD -__ (9) TREADS ®11" EA. '% 182 rc -v _7 _ 3 STAIR t_M�-LANDING.___" 27-,114 2- _ 11 V4 8'-3" 7--10 try' I a rn 271 312.50 6, � TT .0314_ '� JN F wm d � h , . IN G A �___ 431 - _ \�\ LLL TYF'hd+ IAI C 1 i Pm� T' • j - q a ' ZBI I (7) TREADS 011EA m Yx -i L_ _ LEYELIDESIGN GRADE PLANE \ ♦ 30072 6 '. 7 -- 4'-11 V7 7'-4' 1'.aT'F �. (8)T - - -- - ----i S'-101/2' 7A7 ���—_ STANDPIPE PER BUILD ; 1 \I 1 ;' \ STAIR 1 -LEVEL 1 LANDING , , Li 1I4"=V_0 I. 2 �• ' 1 R/AG� bV �� � _ �- o s f —- T _ — • • • • • . •.-� PERMIT ENTER j f� FSI�F.NTIAL I.OBRY 1 795 50 -� 78 603'•'10 3 '{ O W \ .3.10' f IIS F 3 \ 7p Lai, tel, 18 - II -- PRCECT N. 1076.04 .•,� _ _ "6.1 1. 11 .. • Imo': �� d T �0 g,� • • t DRAM BY GI.EF. W ` - 2 I iyj ¢ f '4 TYP' ZA'' ___ A300.1 15 �•• ^�If 1 - ^ / ' - _ A453;' '6 .f"t3 I _ _ _ -' _ �'� tV ' • •A300,: A' P107 I O '' �.. -I 15 0319-.�9' e I I6 O,R V I�a I s I �•��-y l}`1 Y 1C _� • II-_... .. CHECKED By GTatlmr STAIR PLANS B `. rrP� -. - e- LE SP,M.d _ ``7^I 7H • 1 •. I `-P j tR l 1 - i ?,03 + ,� \ '91 ttt LOWER U LEVEL PARI(ING� ` 28850' — — ..—•. — • - • / _.. ` ?1- I _ _., - -• - -••- •- ;B.61 I • 9'-7 16.1117' • _ lR? 9` SECTIONS A450 III T. 5'-71/1 (10ITREAD9 EA 1� STANDPIPE PER ,-� --'!- _ "._ - .AI �,,. PER t CESIGN BUILD -� .- STAIR 1 LEVEL 6 LANDING STANDPIPE `. ' • •� 1 STAIR 1 - P7 LANDING WALL SECTION ft STAIR BID SET 0) Q co m rn O C C O N UU O X U) W N N FL M Cn d a o> vo Qa Z / 5\'. WAIL SECTION MOM= 2 ROOF — 37028 E L6 355.56 —LFVF.1 44 350. 6 _ 4 341.29 _ 215S EVE 33 GENERAL NOTES I� SEE StCETA453EOR ALL NOTES RELATEDTO STAIRS ? -1-TES STAIR FLAG NOTES - SEE A453 — UVELy2_/ \ 373.00 JOTE: STAIR BELOW LEVEL 215 2EQUIREO TO BE STEEL STAIR WD LANDING WITH CONCRETE 6 ATL DECK LANDINGS AND STEEL 'AN & CONCRETE TREADS. zz}� 66 /� 31252 V LEVEL 1��� - 30100 \.' SEV P1 29C So ' 1 mj1 :r4 2 15 � A453 STANDPIPE PER DESIGN BUILD /. 2 A301 STANOPI DESIGN I 1012'• (7)TREADS LD I V EA ' •j 1 - -- -- ,# '`./TYP, `-/ TYR 8-'\ STAIR 2•LEVEL 6 LANDING_ 1l4" = 1'-0` co ptpf r-4-'+') STAIR 2-LEVEL2-5 LANDING 8.41/4" tA1 _ri leI TREADS tt"F.A h 'TYP. Al 7H 12 ' 12 A453 BB 5 I n'�3 �R\S r� • 4 3s .m � 2\ STAIR 2- 1 1A1 1 — } .. ' � (� STI • 8-4,;4" 1� I � AU 1 9 _Fq _ (10)TREADSDSC1,"EA 7H r• - "-QTY' - - 'r' �, JERMIT C Dg� 18, r r- A 1A' A453 � ¢ m m A453 j44 B 1J4 m 15 PROJECT N 1026.04 A453 TVP. 7H +345.9 m J �TYP � ad N ' CFC-CKED BY OM v � N B8 — IX h1 STAIRPLANS 8 mNT SECTIONS , 3 _ S TANDP'PE PFR ' DESIGN BUILD - ----- — - ' 1 STAIR 2 -P1 LANDING - -W = r -0- 2-0 2 V7-- 161 A A4 5 1 BID SET m qi7 � A453 C 13 \ /\ p d _ 7H Y aJ P. 7A J / A45] TYP. / J •3C7 - III ,TYP Ii — m — 2 — I2B1� � _ fli t � p 296 T — m TYP I� Z / 5\'. WAIL SECTION MOM= 2 ROOF — 37028 E L6 355.56 —LFVF.1 44 350. 6 _ 4 341.29 _ 215S EVE 33 GENERAL NOTES I� SEE StCETA453EOR ALL NOTES RELATEDTO STAIRS ? -1-TES STAIR FLAG NOTES - SEE A453 — UVELy2_/ \ 373.00 JOTE: STAIR BELOW LEVEL 215 2EQUIREO TO BE STEEL STAIR WD LANDING WITH CONCRETE 6 ATL DECK LANDINGS AND STEEL 'AN & CONCRETE TREADS. zz}� 66 /� 31252 V LEVEL 1��� - 30100 \.' SEV P1 29C So ' 1 mj1 :r4 2 15 � A453 STANDPIPE PER DESIGN BUILD /. 2 A301 STANOPI DESIGN I 1012'• (7)TREADS LD I V EA ' •j 1 - -- -- ,# '`./TYP, `-/ TYR 8-'\ STAIR 2•LEVEL 6 LANDING_ 1l4" = 1'-0` co ptpf r-4-'+') STAIR 2-LEVEL2-5 LANDING 8.41/4" tA1 _ri leI TREADS tt"F.A :I; JOHNSON RRAUND .� 15200 5201 Ave. S lM S.&e 3W Seattle, WA 98160 Pt— 206.768.6300 "1,, rson6lau 11 111 HITEC TURF INTERIOR DESIGN GSW L AMre, AIA blaay A V411iure, NA 33 P REOISTCRfO AR///CHqqq11EC1 ,c � wnse:mcxa FOR 2016 • �O G iB2 �. •� U � I $ Z 0 o STANDPIPEPER DESIGN BUILD 16 1B2! 11 7 > } L UAIB2-ME2Z.LANDING jI 6= TREADS 111E0. •ff � c� w � 3 f8� 2 tr I. A30i • h 'TYP. Al m 5 I n'�3 �R\S r� • 4 rr ('� I OF TUKWILA � 2\ STAIR 2- 1 1A1 .1 — } .. ' � (� STI • 8-4,;4" 1� I � AU 1 9 _Fq _ (10)TREADSDSC1,"EA :I; JOHNSON RRAUND .� 15200 5201 Ave. S lM S.&e 3W Seattle, WA 98160 Pt— 206.768.6300 "1,, rson6lau 11 111 HITEC TURF INTERIOR DESIGN GSW L AMre, AIA blaay A V411iure, NA 33 P REOISTCRfO AR///CHqqq11EC1 ,c � wnse:mcxa FOR 2016 • �O G iB2 �. •� U � I $ Z 0 o STANDPIPEPER DESIGN BUILD 16 1B2! 11 7 > } L UAIB2-ME2Z.LANDING jI 6= TREADS 111E0. •ff � c� w � 3 f8� 2 tr I. A30i • STANDPIPE PER h 'TYP. Al m DESIGN BUILD 1B 1B2 4 rr ('� I OF TUKWILA � 2\ STAIR 2- 1 1A1 .1 — } .. ' � (� STI • 8-4,;4" 3 6,/4 AU 1 9 _Fq _ (10)TREADSDSC1,"EA '8 i— r• - "-QTY' - - 'r' �, JERMIT C Dg� 18, r r- A 1A' STANDPIPE PER g= lR F it F I m DESIGN BUILD 1B 1B2 rr ('� I OF TUKWILA � 2\ STAIR 2- 1 eNLNN • >,i 1 8-4,;4" 3 6,/4 AU 1 9 _Fq _ (10)TREADSDSC1,"EA '8 i— r• - "-QTY' - - 'r' �, JERMIT C Dg� 18, r r- A 1A' j44 B 1J4 PROJECT N 1026.04 STANDPIPE PER lR F it F I I... L.l DESIGN BUILD 1B 1B2 rr ('� I OF TUKWILA � 2\ STAIR 2- 1 eNLNN • >,i 1 8-4,;4" 3 6,/4 AU 1 9 2016 _ (10)TREADSDSC1,"EA '8 i— r• - "-QTY' - - 'r' �, JERMIT C :TER 18, r r- A 1A' j44 B 1J4 PROJECT N 1026.04 DRAM BY AIIroI ' CFC-CKED BY OM r'p 11c dx • h1 STAIRPLANS 8 SECTIONS _ S TANDP'PE PFR ' DESIGN BUILD - ----- — - ' 1 STAIR 2 -P1 LANDING - -W = r -0- 2-0 2 V7-- 161 A4 5 1 BID SET Q 2 C a N � c O @ U U Q x U) LU 05 U) N d C LB �m L Q (n N a � o v Qd a GENERAL STAIR NOTES `O S C R / HAJJDRAI SOF I PROVIDEDTHSI E / HAINOiAIL SHALL BE PROVIDED ON BOTH SIDES /// OF ALTERNATING TREAD DEV I l COMPLY WTTH SECTION 1012 ( S / PROJECTED TREAD B 12"A11N. / \ 2x4 rc a • 1 .- F 5"h1N -i J I Lr 614 5 HARDWOOD CAP TRIM �� ♦42"P130VE 7 NCSEB A463 LANDING +36"ADOVF INOSE 8 LANDING STUDS 016" O.C. W]5B" I' � 11KICKBOARD TYPE'7C' GWB EA SIDE - DOUBLE STUDS � WOOD TREAD GEACHENDOFWALL -- _-�. STAIR NOSING PER IFI 2-FM17UR WALL ASSEMBLY PER FLOOR PLANS \\' % 1xt2 KICKBOARD (OR 314"htOFl / FINISH FLOORING W VK)OD TREADS INTERIOR EXIT STAIRWAYS ARE ONE COMPONENT FOR THE ACGESSIBL£ MEANS OF EGRESS FROM LEVELS ABOVE AND BELOW GRADE. A . THF_48"CIFARWIDTHBFTVVEENHANORAILSRFOUIREMFJFFISNOTRFOUIRED AT INTERIOR EXIT STAIRS IN SPRINKLER ED BUILDINGS107 3, EXCEPTION I). B THE AREA OF REFLGE REQUIREMENT IS NOT REQUIRED Al INTERIOR EXIT STAIRS IN SPRINKLERED BUILDINGS OR R-2 OOCUPANCY.(LBC 10073, EXCEPTION 28 EXCEPTION 6), C.ACCESSIBLE STAIRS SHALL COMPLY W/ ICC All 7 1.2009 SEC 500., AS NOTED IN FLAG NOTES BELOW. 2 CONSTRUCTION TIBC 102221: INTERIOR EXIT 67NRWAYS SHALL BE ENOSXSEDWTH 2 HOUR FIRE BARRIERS_ EXTERIOR WALLS SHALL BERATED AS REQUIRED FOR EXTERIOR WALLS. REFER TO SHEET A006007 FCR FIRE RATED ASSEMBLIES. 3. PEN RATIONS(190102-5)', REFER TO SHEEr A007 FOR REOLIIRFIAENTS JOHN 50 N B B A U N D M 1520052M Ave. SOVM S�SoO S.M., WA 98186 Phone 206,766,8300 M' P rs da .arn ARCHITECTURE INTERIOR DESIGN a eynv4uiwm J�E�LA1w,'I PJ AIA WALL PLATE E—FIRE RETARDANT 2x6 EL DG€R ZEESTR.CITY ARPET TURN-. —. SEE STRUC.SLOPED TERMINATIONORDINANCE2726AS RECD SIM 4. LIGHTING (GC A177 1-2009 504.8.11' LIGHTINGSHALL BE CAPABLE OF PROVIDING tO FOOT-GANULES (1081ux)OF ILLUAMNAICE MEASURED AT THE CENTER OF THE TREISURFACE AND ON LANDING SURFACES WITHIN 24"OF NOSINGSREFERTO CESIGN.BUILD ELECTRICAL RAINSTREADSHORTFOR OF TUKWILA REQUIREMENTS S A CLASS 1 STANDPIPE SHALL BE LOCATED (T1j \y- ( \`TREAD WIDTH DS OF DO i 2X12STRINGER I SLOPED HEADER AT \�`-+/6"TYPE'X GYI9 2N6 RREBIACKING BFTWEEN STUDS ALONG AND IN UNE WVTH STRINGERS ANDLANDINGS IN EVERY STAIRWAY: A HOSE CON VECTION SHALL BE FROVIDED FOR EACH FLOOR LEVEL AND ON INTERMEDIATE FLOOR LEVEL IANDINGS 13ETVVEEN FLOORS UNLESS OTHERWISE APPROVED BY THE FIRE MARSHALL 1605040 STAIR PRFCSLMpATtOIJ' STAIR ENCLOSURES SHALL BE PRESSURIZED AS DESCRIBED IN IBC 97920.5. SEE BELOW 33nG Rn"ISTUM ARCHIT CIN l CENTER WALL — ORDINANCE 16.42.060 STANDPIPES' A. VV EN STANDPIPES ARE REOURED, THEY SHALL BE CLASS III WET. s c 11.1.711 1s 12 DETAIL -STAIR TREAD AT LOW WALL /'­A� STAIR STRINGER AT RATED WALL oROJNAMDEx.73o - 12"=1Y7' 112"=1'{I' 112"=1'47' FIRE FKrSE RACKS' NO G,FR WIRED TO FO .CWS TION 1646040 R APPROVAL BY AL MET IFR '8 '1 y o FJ 2 F E a M1 _ - p 8 1 HR EXTERIOR WALL ASSEMBLY - ` - JOIST HANGER -REF STRUCTURAL BEAM PER STRUCTURAL x 1"PLYWOOD GYP LANDI AT FLR LEVEL LANDING OILY -SEE \ FLOOR ASSEMBLIES Y \ , y \ % BEAM PER STRUCTURAL. / CONNEC ION j CONNECTION j 2CONTRASTINGBOTTOM VINYL STAIR LOOSING _ jr 11, I / r M"P PLYWOOD SEE 18/A452 FOR TRIM 8 CAP DETAIL MET HANDRAIL DIAMETER WOOD OR PLANS SHETSR - SEE STAIR PILINS SHEETS REQUIRED EXTENU^IONS BEYOND TOP AND RISERS. SEE ALSO �^ GENEPALSTAIRFLAGNOTE OYA453 FOR ADDITIONAL _ RECTS 112" CLR. 1 t2" DLR. ! �� LL 'OF TUKYVII/c Nf WSPECTOR) REQUIRED TO FOLLOWNFPA 14 IF CN HOSE CONNECTIONS AND HOSE STATIONS SHALL NOT BE UNOBSTRUCTED AND SHALL BE LOCATED NOT LESS THAN 3 FT OR MORE THAN 5 FT. ABOVE THE RLOOR. THIS DIMENSION SHALL BE MEASURED FROM THE FLOOR TO THE CENTER OF THE HOSE VALVE CUSS 1 6YS IN F SHALL BE LANDINGIN X WITH1212' H0.eF CONNECTIONS IN THE FOLLOWING LOCATIONS; (1) AT THE MAIN BOOR LANDING W EXR STAIRWAYS (5) AT THE HIGHEST LANDING OF STAIRWAYS WITH STAIRWAY ACCESS TO A ROOF, OR ON ROOFS WITH A SLOPE LESS THAN 4IN 12 V,,HERF STAIRWAYS DO NOT ACCESS THE ROOF, HOSE C014NECTIONS SHALL BE PERMITTED TO BE LOCATED AT THE HIGHEST INTERMEDIATE LANDINGS BETWEEN FLOOR LEVELS IN EXIT STAIRWAYS WHERE REQUIRED BY THE AHJ. WNERE THE MOST REIFRC PORTION OF A EFRION 1N R FLOCK NT STORY IS LOCATED .. EXCECFTRAVELOIS SHALLFROMAHQSECONNECTIONW CAPONS, VMTOAREQUIREDY TH AL IT CAL FI OSE CONNECTIONS SHALL BEFROVIDED,NAFWROVEDLOCATIONS,WHEREREWIREOBYTHELO.:ALFI R DEPARTMENT OR THE AHL 1�r,46.Q50SrANPPPRES: SEPARATE DRY STANDPIPES SHALL NOT BE REWIRED IF THE STANDPIPE5 AN O SPRINKLEREPIPES.THATIS.'VJET"STAIJDPIPES,ASDEFII�EDINSECRCN905 j D IEo Pl-I `I ®CYE n - '�. j 1"PLYV1000 STAIR TREAD I Ro ,Y, I % - 25 SOIJD M I YCOMMUNt ATI Y M. AAN EMERGENCY fAMMUNGATIONS SYSTEM SHALL BE PROVIDED WITH JACKS ON EACH FLOOR OF E EMERGENCY STAIR TOWER AND BESIDE THE EMERGENCY ELEVATOR. A MINIMUM OF SIX HANDSETS RE STORED IN A ROOIA, THE LOCATION OF VVrIIOR SHALL BE DESIGNATED BY THE FIRE MARSHALL OF THE FI CEPARTMENT(SECTION 9D7.212.3 OF THE IDC). ^ r6 40 1`wJ / ,s1 FLOORFRAO,IINGAT RATED ENCLOSURE 112"=,•-0' 2X BLOCKING TYPE W S'e" GWB % BLOCKINIG TOPAF DING -- OR LANDING TYPICAL SEE SECTIONS FOR CONORION B. EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN ACCOROANCE WITH THE 2009 ED ON OF THE INTF-RNATIOJAL. FI.RF CODE SECTION 510. I-.�� STAIR FLAG NOTES G B ��. o :. c 9 p NI 1 m y STAIR ENCLOSURE 2HR STAIR ENCLOSURE WALL NO PFNETRATIONS PERMITTED ���� BASE TO AUGNWI KICKBOARD BASE UNIT Y` r /� 1" GYPSUM TOWING UNDERLAYMENT 1 i-PLYW'Op-SEE STRUCTURAL BB @LEVEL /; ! 1 38 ?-- - Fl OCR I FVFI.IAJDING BBt®LEVE 2 FU,L WIDTH BLOCKING PROVIDED rFCRCCMINUITYCF FIRE BARRIER OONCEN-ED SPACE PER IBC 707 5 -- APPLY FIRE RESISTIVE JOINT ,III I I� SYSTEM CONFORMING TO IBC III III 707.5. ASTM E119 OR LL 293 III RIMBOARD j T ` Y 1� III ' I I 1 L ., h� -`j`" --- 2 LAYERS TYPE X EXTERIOR _ GYP SHEATHING (DENSGLAS) - SOLID RIM FLLI. WIDTH OF PATE. APPLIED DURING FRAMING—' UNIT STAIR ENCLOSURE / 14 \ STAIR - LANDING AT UNIT WALL tt2"=1'�'• TOP OF STAIR AT FLOOR LEVEL LANDIN - �.� M" PLYWOOD RISER (SLANTED) Y 11' t"RVW70pp TREAD I. 'I 2" CONTRASTING VINYL (i 2 -- j STAIR NOSING SEE IFI j j' I 3 / . 1.. Fl,�U —1- NOSING / / % <. =- / BLOCKINY,aINAILER 5. - - %I �! -L / / ! - STRLCTURAt. 6 % CONNECTION %� i ( GYPCRETE AT FLR LEVEL LANDING ONLY- SEE ! FLOOR ASSEMBLIES - -- i - BEAM - SEE % 1 i STRUCTURAL i , �4' (I jF\ '\ \•.� C `— S'8" TVPE'X GWB _ � to� BO7-fOM OF STAIR AT LANDING r�� DETAIL AT HANDRAIL 3"= 1'-0' ....`1" N''ti - r' •. �..G .` ....- ti _,• "" -Y= ` f The "Il be minim sdl8 uc 12' B19^E W I TM@tter Eestgrmtl ng the den¢Rcation 011M enanarexilstainvayandrampahatl Geamnrrumo/11R t lntles In hag j Th1 nvnber desginatm0 tt1e Poor level shall be a rriMmRm d 5lrctes b hegtt and boated in Me coder K Ife sijyl. S.WALKING AY other k¢erYp Eno nurOers sh 0 be a mnvmrn W 1 Irch In heynt -� CharaderE aMtlelr SCK muM shall ¢awano M1nish Charame,""11WYlaNwl¢r Mee g rglare CacMgmuM, wlM elNer lignl che'actersOne CarA Uack9rarrM Or dark clnmtlers molglY 6ckglouM 11 Skpe shall Ee burled S feel above the Iluor IandN Ina pONlion that s rea,ay.;alble when IM doom a e Open ar WVlblw ) m IIw' d ckneU Provide raised Maracten aM OraAe n1RnVY+n9 wiM ICC A717.1 6049, 703.7. and 707.4. 1' NOTA' ALL TEXT TO BE CK SERIF CR HF.LYFTICAL ROCK LFiTFRING `L ----------------- -- NORTH STAIR t FLOOR _ _ _ - ???? --- ----- -- --__ _. ._. _. _ _ i - 1 L♦EADROOM IIBC]OJ9_51, STAIRWAYSSHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80"MEASURED VERTICALLY FROM ALINECONNECTINGTHE EDGEOF THENOSINGS. SUCHHEADROOM SHALLBE CONiIN S� ABOVE THE STAIRWAY TO THE POINT WHERE THE LINE INRERSECTSTHE LANDING BELOW, ONE TREAD OF BEYOND THE BOTTOM, RISER_ THE MINIMUM CLEARANCE SHALL BE MAINTAINEDTHE FILL WIDTH OF T11E STAIRWAY AND LANDING. USER PTH 1 1 74 1 1. .RISERS SHALL BE 4"MINIMUM AND 7"MAXIRIUMIN HEIGHT. TREADS SHALL BE I I" MIN. INDEPTH STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE- > HANDRAI I 1 15.1 1 1 1 1 1 ] St01 11I A 1].1 5 _STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANCRAIL HEIGHT, K4¢RE MEASVRED ABOVE STAIR TREAD NOSINGS SHALL BE UNIFORM, NOT LESS THAN 34' AND NOT MORE THAN 36". HANDRAILS SHALL RETURN TO A WALL. GUARD OR HANDRAILS AR NAJT CO`fTIN0005 9ET4I£EN FLIGHTS. THE HANDRAILS SHALL EXTEND HJRIZONRALLV AT LEAST -SEE PLANSOCATIORANDIMENSINTO ANDRAIOSWITHAHOF ONIE TREAD BEYONLLHEB ANOUTSIDE -SEE SI NOO2LFC 71-114" DIMENSIONS HANDRAILS LATHE HAND G IP BECTON SHALL HAVE ANOUTSIDE SURFACEOR BE BE CONTINUOUS TOTHE HANDRAIL OF M: ADJACENT STAIR FLIGHT WHERE71, DIMENSION OF AT-E?STt-1/4"FIND NJT GREATER THAN 2", THE F/ANOGRIPPJRTON SHRILL HAVEASMCOTH SURF I-1 WTHNOS1iARP CORNERS. HANORAILAIL SECTINGFROMAWFLLSHALL MAVEA SPACE NOT LESS THAN 1-12' BETAEEN THE WALL ANO TILE HANDRAIL SEE O[TAIL S THIS SHEET 7 1 C Al 17 .1- 4 N0.5INGS 8 R ER PROFILE 1:'T' 200" 5 1 : THE RADIUS OF CURVATURE AT THE LEADING EDDE OF THE TREAD SHALL NOT BEV ASR THAN 12 INCH BEVELINGS OF NOSINCS SHAM NOT EXCEED t2 INCH. RISERS SHALLN SCUD AND VERTICAL OR SLOPED CINDER THE TREADICAL TFROM THE IFJDERSIOE OF THE NOSING ABOVE NJ ANGLE NOT MORE THAN 17 DEGREES FROM THE VERTICAL THE LEADING EDGE(NOSINGS) OF TREADS SHALL PROJECT NOT MORE THAN 1.114- BEYOND THE TREAD BELOW THE LEADING 2"OF THE TREAD SHALL HAVE A VISUAL CONTRAST OF DARKpJ4_GHT OR LIGHT-0NOARK FROM THE REMAINDER OF THE iREAO. I� NDER INRERI A N- IBC 009.93 THEWALLSANDSCRFITSVATIANENCLOSED USABLE SPACES UNDER ENCLOSED ANO UNEICLOSED STAIRWAYS SHALL PROTECTED BY I -HOUR FIREh RESISTANCE CONSTRUCTION OR FIRE RESISTANCE RATING OF STAIRWAY ENCLOSURE. V HICHEVER 15 GREATER ACCESS TO THE ENCLOSED SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR ENCLOSURE STAIRWAY LFNDIIJGS TIBC 100961 THERE SHALL BE A FLOOTR OR LANDING Ai THE TOP AND BOTTOM OF EACH v STAIRWAY THE WIDTH OF LANDINGS SHAI NOT 3E LESS THEN THE W70i H OF STAIRWAYS THEN SERVE EEVERY WAL ALTOTHE DIALL WWEA M'NIMUM WIDTH MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL W'I H STAIRWAY THE STAIRWAY HAS A STRAIGHT RUN THE DEPTH NEED NOT F.XCFFf)VI DOORS OPFNING ONTO A LANDING SHIN I. NOT RFTXICF THR I. ANDING TO I.FSS THAN IDNE-HOF THF RECUIRED WIDTH WHEN FULLY OPEN. THE DOOR SHALL N07 PROJECT MORE THAN 7' INTOA LANDING. 'r�F C DI II,.pING m O 3 v Z A pTHROUGH J > uJ z m A 4- t"z 1 Z a Lu T U w ^ O si• t - Q Z ' S Z 3q _J % Y \ XO 8 4 Sg / wm 7' S c 4 w S` W cI� 5 S a _ Y a ¢Sn :,y - 2HR STAIR FNCI OSl1RF WAI I. NO THROUGH PENETRATIONS PERMITTED ! V GRADE PLANE, STAIRWAY SHALL EXTEND O THE R10OF SURFACEUNLESSOU ROOF HAS A SLOES I FFPFR THAN 4 UNITS VFRTICAI. TO 12. UNITS HDRLZONTTAI INSUIIDINIG.SWITHOUTANOCCUP1 ROOa ACCESS TO THE ROOF FROM TrE TOP STORY SHALL BE PERMITTED TO BE BY AN ALTERNATING T�t, 141 T K `j I Y R rrtrNNNppp; O p �, �,•'-� _� STAIR ENCLOSURE - PLYWOOD SEE STRUCTURAL _ !F _ - - THRUST TS RPF AN,I STRlCTU2AL I' _ - - ___ ___ _ - FLOOR P1 TO FLOOR 6 FLOORT-- TTTT NO ROOF ACCESS DOWN _ _ SCHARGE �E.A,b r�RooF H4TCHfIBC 100916.1. EXLEPTOM IJ BUILDINGS WRTlGUT AN OCCUPIED ROOF, ACCESSTOTHE ROOF SHALL DE PERMITTED TO (E A ROOF HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE FEET IN AREA AND HAV WG AMINIMUM DIMENSION OF 7FFFT TOHE LE\'EL OFDEXR DISCHARGE UNLESS AN APPRQVEDEBARRIERMP I RIS PROVIDED AT TTHHE LEVEL CF EU(11- NOT TIT CE l v 4� DISCHARGE TO PREVENT PERSONS FROM UNINTENTIONALLY CONTINUING INTO LEVELS BELOW IT F.%IT SIGNS SHAI l PF PROVIDED AS SPF.CIFIFD IN SFCTKX: 1011 10 Q-�ARACTER AND BRAI(J E E`Oi SGNIS (IBC1011 4 r... AI t i 1-2 "10 s04 4 8 701 41 THE EXTLDOOTQ M DIXIT' MialNGTOTHEOUTSIDE CR IIE H"ME ANr)BEXTTDISCHARGHIiFLJ. HAVE ATACTILE SIGN§APING STAIRWAY ICENiIFICATIOJ SIGNS TIBC 1022 91- A SIGN SHALL BE PROVIDED AT EACH FLOOR LAND NG IN AN L� C E N T E R PROJECT p 1026.04 - FINISH FLOOR - • _ -- PLATE gCONGRETE -. 1' - 0' .f INTERIOR EXIT STAIRWAY AND RAMP CONNECTING MORE THAN THREE STORIES DESIGNATING THE FLOOR LEVEL THF TFRM INUS OF THE TOP AM BOTTOM OF TFIF INTFRIOR FXR STAIRWAY AND RAMP AND THF IDFNTIFICATION OF THE STAIR OR RAMP THE SIGNAGE SHALL AL50 STATE THE STORY OF AND THE DIRECTION TO, THE EXIT DASCRARGF ANA7 THF AVAIL ABII FrY OF ROOF ACCFSS FROM INTFROR EXIT STAIRWAY AND RAMP FOR THF FIRF pE PARTMENT THE SIGN SHALL BE LOCATED 5 FEET ABOVE THE FLOOR LANDING IN A POSITION THAT G READILY Y StSIBLEGN, A POORDOORS � ISSIGN IN ARE IN RAISED CHARAN AND CTOFRSSAA") BRAII IF ITION IN ADDITION OMPL YING WITH ICC All 1 SHAII BF DRAVrtN By LJ NECKED BY STAIR DETAILS U ' - LOCATED` AT EACH FLOOR LEVEL LANDING ADJACENT TO THE DOOR LEADING FROM THE INTERIOR EXIT FURRED WALL - STAIRWAY AND RAMP INTO THF CORRIDOR TO IDFNTIFY THF R COR L FVFI SFF TX:TAII. 6 THIS SHFFT FCR MERE SIGNAGE REQUIREMENTS PER IBC lM2 9 1 A453 OCCURS ON-...� . PLAN FRAME SPRINE(LERSYcy15TEMIINACICORDA2NCEW HSECTIICN903311 THAT BULFISISNO REWIRED,,- PWTH AN RO FRAME AS NEEDED PER .. . < _ • .. STRUCTURAL THATIMERIOREXTST AIRWAYS ARE PRESSURIZED TOA MINIMUM O O 10 INCHES OF WATER ANDA MAXIMUM I � - ! 13CTAIR . MID -LA NDI + BM AT 2HR WA I 112'=r4' / 9`. BOTTOM OF STAIR 112 =r.v' IIIPi SLAB '� 5 �. STAIR SIGNAGE s=1.a OF 0 35 INCHES OF WATER IN THE SHAFT RELATIVE TO THE BUILDING MEASURED WITH ALL STAIRWAY DOORS CLOSED CINDER MAXIMUM ANTICIPATED CONDITIONS OF STACK EFFECT AND WIND EFFECT - BI D SET CJ Q 0 fy 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 703.2. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1 ". 5) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 707.1 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 6) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 7) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 8) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 9) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 1 1) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 12) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, MECHANICAL ENERGY, FIRE, PLUMBING AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 13) ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. X > 8'- Y + Z > 8'- P + Q > 8' - TYPICAL SUDS -RELIEF SCHEMATIC DIAGRAM NOT TO SCALE PRESSURE GAUGE RGE FROM SUDS- �ING FIXTURES 'C 711. ANOUTS NOT SHOWN) BOTTOM OF VERTICAL STACK CHANGING TO HORIZONTAL DIRECTION. GATE VALVE (TYPICAL) —� 4" -�— OUT 59 PSI - IN X69 PSI STATE APPROVED BACKFLOW PREVENTER BUILDING SHUT-OFF VALVE DETAIL / A No scare P1 14) PLUMBING CONTRACTOR SHALL CONNECT TO EACH PIECE OF EQUIPMENT WITH ALL REQUIRED ACCESSORIES AND IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODES. 15) INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT. 16) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 17) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 18) VENT LENGTH SHALL NOT EXCEED 2012 -UPC -TABLE -703.2. 19) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 703.2) 20) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION. 21) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 22) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 23) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 24) MAX. 3 WATER CLOSETS ON HORIZONTAL BRANCH AND 4 WATER CLOSETS ON VERTICAL STACK ON ANY 3" WASTE. (TYP.) 25) CLOTHES WASHING AREA W/ CLOTHES WASHERS IN A BATTERY OF THREE (3) OR MORE CLOTHES WASHERS SHALL BE RATED 26) EACH VENT SHALL RISE 6" ABOVE THE FIXTURE FLOOD RIM BEFORE OFFSETTING HORIZONTALLY OR CONNECTING TO ANY OTHER FIXTURE PER UPC -2012-905.3 27) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER/ ENGINEER'S FINAL ACCEPTANCE. 28) VERIFY OVERFLOW DRAIN REQUIREMENTS FOR DISCHARGE WITH LOCAL JURISDICTION PRIOR TO CONSTRUCTION. rAIR GAP FITTING TYP. DISHWASHER CONNECTION DETAIL � C NO SCALE P1 .U0 GAS WATER HEATER SCHEDULE DESIGNATION: TRAP: WH -1, 2 & 3 ZONE: CW: BUILDING MANUFACTURER: WATER CLOSET BRADFORD WHITE MODEL: 2" EF -100T -199E -3N GAS TYPE: P 1 A NATURAL GAS INPUT (MBH): 3" 199 VOLTAGE: - 120 PHASE: 1-1 /4" 7 SHIPPING WEIGHT (LBS): 1/2 944 CAP. U.S. GAL. LAVATORY (WALL HUNG) 100 LISTING: 1-1/2 UL/NSF REMARKS: P3 (1)(2)(3)(4) NOTES: (1) WITH P/T VALVE, VERTICAL DRAFT, AND INTERMITTENT IGNITION DEVICE. (2) ANCHOR TO FLOOR AND STRAP WATER HEATERS FOR EARTHQUAKE PROTECTION PER CODE. (3) FURNISH, INSTALL AND ARRANGE FOR BOILER INSPECTIONS AND MODIFICATIONS WHERE REQUIRED BY LOCAL/STATE JURISDICTIONS. COORDINATE WITH EQUIPMENT MANUFACTURER. (4) WATER HEATERS SHALL BE A.S.M.E. LISTED WHERE REQUIRED BY THE LOCAL/STATE JURISDICTIONS. PLUMBING FIXTURE CONNECTION SCHEDULE DESIG.: ITEM: TRAP: WASTE: VENT: CW: HW: Pi WATER CLOSET 3" 3" 2" 1/2 - P 1 A WATER CLOSET (ADA) 3" 3" 2" 1/2 - P2 LAVATORY 1-1 /4" 1-1/2 1-1/2" 1/2 1/2 P2A LAVATORY (WALL HUNG) 1-1 /4" 1 -1 /2" 1-1/2 1/21$ 1/217 P3 SHOWER 2" 2" 1-1/2 1/2 13 1/2 11 P3A SHOWER (ADA) 2" 2" 1-1/2" 1/211 1/2) P4 TUB/SHOWER 1-1/2 2" 1-1 /2" 1/2 1/2 P4A TUB/SHOWER (ADA) 1-1/2 2" 1-1 /2" 1/2 1/2 P5 KITCHEN SINK 1-1/2 2" 1-1/2 1/2 1/2 P6 CLOTHES WASHER 2" 2" 1-1/2 1/2 1/2 P7 WALL HYDRANT LEVEL P1 PLAN PLUMBING (ABOVEGROUND) 1/211 - P8 MOP SINK 2" 2" 1 -1 /2" 1/211 1/2 P9 URINAL 2" 2" 1-1/2 3/4" - P10 DRINKING FOUNTAIN 1-1/2 1-1/2 1-1/2 1/2 - FD FLOOR DRAIN 2" 2" 1-1/2 - - DD DECK DRAIN 2" - - - - AD AREA DRAIN 2» - - - - RD ROOF DRAIN 3", 4" - - - & MISC. DETAILS PLUMBING OF OVERFLOW DRAIN 2", 3$% 4" - - - - TD TRENCH DRAIN 3", 4" - - - - NOTES: (1) SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS. (2) ALL HANDICAPPED FIXTURES SHALL BE APPROVED FOR USE BY DISABLED PERSONS. (3) ALL FIXTURES SHALL COMPLY WITH THE WATER CONSERVATION ACT REQUIREMENTS. (4) COORDINATE WITH ARCHITECTURAL FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. (5) NO UNDERGROUND WASTE PIPING LESS THAN 2". (6) FLOOR DRAINS SHALL HAVE TRAP PRIMERS. P;-; Rss PLUMBING LEGEND SYMBOL DESCRIPTION FEW-1COLD WATER PIPE HW HOT WATER PIPE OW WASTE/SOIL PIPE OVENT PIPE © GAS PIPE RL RAIN LEADER PIPE P1 PLUMBING FIXTURE TAG 1O PLAN NOTE #1 LWH-11 WH #1 (EQUIP. TAG) po FFD FLOOR DRAIN W/ FUNNEL RIFS FLOOR SINK M FD FLOOR DRAIN OGD GARAGE DRAIN UPD PLANTER DRAIN ODD DECK DRAIN ORD/0F ROOF/OVERFLOW DRAIN MAD AREA DRAIN 0FCO FLOOR CLEANOUT T W C 0 WALL CLEANOUT ZGCO GRADE CLEANOUT 0.5" 1/2" PIPE SIZE 0.75" 3/4" PIPE SIZE 1 " 1 " PIPE SIZE 1.25" 1-1/4" PIPE SIZE 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE o- PIPE ELBOW UP G- PIPE ELBOW DOWN --a- PIPE TEE UP PIPE TEE DOWN SYMBOL — FW — 140°F —HWR C r�]J= RL MPG G CD cw HW r SR R7 -� VTR @ VTR RPBP PRV BWV DESCRIPTION COLD WATER FILTERED WATER HOT WATER. HOT WATER (140-F) HOT WATER RETURN VENT WASTE, SANITARY WASTE, GREASE RAIN LEADER GAS (f2PSIG) GAS (7 IN-W.C.) CONDENSATE GATE VALVE COLD WATER PEX HOT WATER PEX CW MANIFOLD PEX/WIRSBO HW MANIFOLD PEX/WIRSBO BALANCING/SHUT-OFF VALVE BALL VALVE PRESSURE GAUGE UNION SUDS RELIEF RELIEF VALVE VENT THROUGH ROOF VENT THRU ROOF BURIED PIPE REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REDUCING VALVE BACK WATER VALVE REQUIRED FOR: �Mebhani� Kectricat ❑ Plumbirig ❑ Gas P' City of Tukmla REViSIOIUS No changes shall be made to the scope Of work without prior approval of Tulkwila Building Division. NOTE: Revisions will require a now plan submittal and may include additional plan review fees. BLE ' No, 2a 1 � 0D Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Remipt Of approved Field Copy and conditions is acknowledged: Da City of T u ,-A3a BUILDING DIVISION aBOSSEInr ENGINEERING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com DOMESTIC HOT WATER CIRCULATING PUMP SCHEDULE DESIGNATION: HWCP-1 MANUFACTURER: BELL & GOSSETT OR EQUAL MODEL: PL -30B OR EQUAL W TYPE: INLINE P4 O � REVIEWED FOR G. P. M.: 8.5 CODE COMPLIANCE HEAD (FT -H20): 17.5 26 2016 RPM: 2650 'AUG 0 MOTOR :CiWbfTukwfla Q T H P BUILDING DIVISION VOLTAGE: 115 PHASE: 1 WEIGHT (LBS): 11.6 E W�r] PLAN INDEX C/] P1 GENERAL NOTES, SCHEDULES, DETAILS, LEGENDS Revisions: P2 LEVEL P1 PLAN PLUMBING (UNDERGROUND) P3 LEVEL P1 PLAN PLUMBING (ABOVEGROUND) 0 P4 LEVEL 1 FLOOR PLAN PLUMBING P5 LEVEL MEZZANINE FLOOR PLAN PLUMBING P6 LEVEL 2 FLOOR PLAN PLUMBING CORRECT P7 LEVEL 3 FLOOR PLAN PLUMBING LTR#....,,�,,...�,,.. P8 LEVEL 4 FLOOR PLAN PLUMBING P9 LEVEL 5 FLOOR PLAN PLUMBING DECEIVED P10 LEVEL 6 FLOOR PLAN PLUMBING CITY OF TUKWILA P1 1 ROOF PLAN PLUMBING JUL 2Q 2016 P12 WASTE & VENT RISER DETAILS PLUMBING PERMIT CENTS P13 WATER RISER DETAILS PLUMBING P14 WATER HEATER & MISC. DETAILS PLUMBING aBOSSEInr ENGINEERING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com Job No.: 216034 Date: 07/18/2016 ( 1 OF 14) W � E�4 P4 O � � W Q E W�r] C/] Revisions: 0 0 0 Job No.: 216034 Date: 07/18/2016 ( 1 OF 14) PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION CW COLD WATER PIPE - COLD WATER FW FILTERED WATER NW HOT WATER PIPE - - HOT WATER OW WASTE/SOIL PIPE —140°F HOT WATER (1407) OV VENT PIPE HWR HOT WATER RETURN cn — — — — — VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE L� cw WASTE, GREASE P1 PLUMBING FIXTURE TAG RL RAIN LEADER 1O PLAN NOTE #1 MPG GAS (f2PSIG) WH -1 WH #1 (EQUIP. TAG) GAS (7 IN-W.C.) ❑o FFD FLOOR DRAIN W/ FUNN L CD CONDENSATE IN FS FLOOR SINK 14 GATE VALVE C]o FD FLOOR DRAIN COLD WATER PEX MGD GARAGE DRAIN `� HOT WATER PEX MPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO C7o DD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO MRD/OF ROOF/OVERFLOW DRAIN 0 BALANCING/SHUT-OFF VALVE DAD AREA DRAIN BALL VALVE 0FCO FLOOR CLEANOUT �—WCO WALL CLEANOUT PRESSURE GAUGE 0GCO GRADE CLEANOUT —SII— UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" 3/4" PIPE SIZE " RELIEF VALVE 1 " 1 PIPE SIZE _�R-� 1.25" 1-1/4" PIPE SIZE I L_ VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 100 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE --74: BURIED PIPE 0- PIPE ELBOW UP .N_ REDUCED PRESSURE o- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- PIPE TEE UP PRV PRESSURE REDUCING VALVE PIPE TEE DOWN -N- BACK WATER VALVE BWV GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HAND[ -LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. LE VEL P 1 - PL UMBING (UNDER GR 0 UND) c: SCALE: 1/8" = 1'-0" NORTH IED FOR N1PLIMCE oveo g 2x16 aG DSlla� f x -r' �E 0 C, r I I JUL Al 2016 #�'1= Cv'il-[ CENTER ABOSSEIN ENGINEERING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com cc O CD O W O � O � Job No.: 216034 Date: 07/18/2016 ( 2 OF 14) P4 E E- N W cn Revisions: L� L� L� Job No.: 216034 Date: 07/18/2016 ( 2 OF 14) PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION Fcw-1 COLD WATER PIPE - COLD WATER FW FILTERED WATER HW HOT WATER PIPE - - HOT WATER OWASTE/SOIL PIPE —140°F HOT WATER (1407) OV VENT PIPE HWR HOT WATER RETURN W W - - - - - VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE -GW— WASTE, GREASE P1 PLUMBING FIXTURE TAG RL RAIN LEADER 1O PLAN NOTE #1MPG GAS (f2PSIG) WH -1 WH #1 (EQUIP. TAG) G GAS (7 IN-W.C.) EFFD FLOOR DRAIN W/ FUNN L CD CONDENSATE FS FLOOR SINK GATE VALVE OFD FLOOR DRAIN COLD WATER PEX ❑o GD GARAGE DRAIN `� r./ HOT WATER PEX ❑o PD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO ❑o DD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO ❑o RD/OF ROOF/OVERFLOW DRAIN BALANCING/SHUT-OFF VALVE ❑DAD AREA DRAIN BALL VALVE 0FCO FLOOR CLEANOUT -F— WCO WALL CLEANOUT PRESSURE GAUGE 0GCO GRADE CLEANOUT —SII— UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75 3/4" PIPE SIZER " RELIEF VALVE 1 " 1 PIPE SIZE 1.25" 1-1/4" PIPE SIZE -J I L- VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 00 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE -- - BURIED PIPE o- PIPE ELBOW UP -J.-� REDUCED PRESSURE o- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- PIPE TEE UP PRV PRESSURE REDUCING VALVE — PIPE TEE DOWN F4- BACK WATER VALVE BWV GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. LEVEL P 1 SCALE: 1/8" = 1'-0" - PLUMBING (ABOVE GR 0 UND Oro € f RECEIVED CITE' Or- TUKWILA JUL 2 0 2016 PERMIT CENTER ABOSSEIN ENGINEERING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com Revisions: Job No.: 216034 Date: 07/18/201 6 3 OF 14) H H W W Revisions: Job No.: 216034 Date: 07/18/201 6 3 OF 14) n s PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION CW COLD WATER PIPE – COLD WATER FW/ FILTERED WATER HW HOT WATER PIPE UZ Revisions: – – HOT WATER WO WASTE/SOIL PIPE —140°F HOT WATER (1407) OVENT PIPE HWR HOT WATER RETURN ----- VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE GW WASTE, GREASE P1 PLUMBING FIXTURE TAG RL RAIN LEADER O PLAN NOTE #1 MPG GAS (f2PSIG) WH -1 WH #1 (EQUIP. TAG) G GAS (7 IN–W.C.) M FFD FLOOR DRAIN W/ FUNN L CD CONDENSATE RIFS FLOOR SINK 04— GATE VALVE MFD FLOOR DRAIN COLD WATER PEX NGD GARAGE DRAIN HOT WATER PEX E2 PD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO ODD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO E21RD/OF ROOF/OVERFLOW DRAIN BALANCING/SHUT–OFF VALVE ❑o AD AREA DRAIN BALL VALVE 0FCO FLOOR CLEANOUT T WCO WALL CLEANOUT PRESSURE GAUGE 0GCO GRADE CLEANOUT —SII— UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" " 3/4" PIPE SIZER " RELIEF VALVE 1 1 PIPE SIZE 1.25" 1-1 /4" PIPE SIZE –J I L- VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 0 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE,z— BURIED PIPE o- PIPE ELBOW UP —F N– REDUCED PRESSURE o- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER –o- PIPE TEE UP PRV PRESSURE REDUCING VALVE — PIPE TEE DOWN -}– BACK WATER VALVE BWV GENERAL NOTES � 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI–LAV GUARD (OR EQUAL). OFFSET P–TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT–OFF AND CHECK VALVE. 23) INSULATE ALL P–TRAPS IN EXPOSED AS REQUIRED BY CODE. LEVEL > FL 0 ORPLAN - SCALE: 1/8" = l'—Opp PLUMBING qNORTH CITY OF TUKWILA JUL 2 Q 20% PERI MIT CENTER ABOSSEIN ENGINEERING L.L.0 MECHANICAL — ELECTRICAL CIVIL — LEED — STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com Job No.: 216034 Date: 07/18/2016 F 4) W W UZ Revisions: Job No.: 216034 Date: 07/18/2016 F 4) I I Q 0 Of PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION CW COLD WATER PIPE - COLD WATER O � FW FILTERED WATER HW HOT WATER PIPE hT' - - HOT WATER OW WASTE/SOIL PIPE —140T HOT WATER (1407) OVENT PIPE "WR HOT WATER RETURN ----- VENT © GAS PIPE N H w x WASTE, SAN ITARY RL RAIN LEADER PIPE GW WASTE, GREASE P1 PLUMBING FIXTURE TAG RL RAIN LEADER 1O PLAN NOTE #1 MPG GAS (f2PSIG) WH -1 WH #1 (EQUIP. TAG) GAS (7 IN-W.C.) Eo FFD FLOOR DRAIN W/ FUNN L CD CONDENSATE 0 FS FLOOR SINK GATE VALVE ❑o FD FLOOR DRAIN COLD WATER PEX E2GD GARAGE DRAIN HOT WATER PEX E2PD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO 9DD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO E2RD/OF ROOF/OVERFLOW DRAIN BALANCING/SHUT-OFF VALVE DAD AREA DRAIN BALL VALVE 0FCO FLOOR CLEANOUT — _ WCO WALL CLEANOUT PRESSURE GAUGE OGCO GRADE CLEANOUT UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75 " PIPE SIZE " _ RELIEF VALVE 1 1 1 PIPE SIZE _ 1.25" 1-1 /4" PIPE SIZE -J I L- VTR VENT THROUGH ROOF 1.5 1-1 /2" PIPE SIZE 2" 2" PIPE SIZE LVTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE�� BURIED PIPE o- PIPE ELBOW UP -fq-R- REDUCED PRESSURE G- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER PIPE TEE UP PRV PRESSURE REDUCING VALVE — PIPE TEE DOWN fzl- BACK WATER VALVE BWV GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HAND[ -LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. M.9Z ANINE SCALE: 1/8" = 1'-0" FL 0 ORPLAN NORTHPL UMB IN Cr c: � 4 eve �pe GPD \aPON,�� 2 6 2416 o�=�v v spt�` 0`M G0 3 PECEIVED CIT`' OF THVWILA JUL 2 Q 2016 PERMIT CENTER ABOSSEIN ENGINEERING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com Revisions: cc cc ccO O W E-4 ~ Job No.: 216034 Date: 07/18/2016 14) O � o� hT' N N H w x X12 Revisions: cc cc ccO O W E-4 ~ Job No.: 216034 Date: 07/18/2016 14) PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION CW COLD WATER PIPE - COLD WATER FW FILTERED WATER HW HOT WATER PIPE i� - - HOT WATER WO WASTE/SOIL PIPE -140•F HOT WATER (140-F) OVENT PIPE HWR HOT WATER RETURN ----- VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE GW- WASTE, G R EAS E P1 PLUMBING FIXTURE TAG RL RAIN LEADER O PLAN NOTE #1 MPG GAS (t2PSIG) WH -11 WH #1 (EQUIP. TAG) G GAS (7 IN-W.C.) Mo FFD FLOOR DRAIN W/ FUNN L CD CONDENSATE FS FLOOR SINK GATE VALVE Mo FD FLOOR DRAIN COLD WATER PEX Mo GD GARAGE DRAIN r./ HOT WATER PEX OPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO ODD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO ORD/OF ROOF/OVERFLOW DRAIN BALANCING/SHUT-OFF VALVE DAD AREA DRAIN BALL VALVE 0FCO FLOOR CLEANOUT T WCO WALL CLEANOUT PRESSURE GAUGE IZIGCO GRADE CLEANOUT UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" 3/4" PIPE SIZE " RELIEF VALVE 1 " 1 PIPE SIZE 1.25" 1-1/4" PIPE SIZE - I L- VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 05 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE --m,4- BURIED PIPE o- PIPE ELBOW UP _N_N__ REDUCED PRESSURE G- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER PIPE TEE UP PRV PRESSURE REDUCING VALVE PIPE TEE DOWN f;q-- BACK WATER VALVE BWV GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. LEVEL 2 FL 0 ORPLAN - PLUMBINGc: SCALE: 1/8" = 1'-0" NORTH IECEIVED CITY OF TUKWILA JUL 2 Q 2016 .PERNIFF CENTER ABOSSEIN ENGINEERING L.L.0 MECHANICAL — ELECTRICAL CIVIL — LEED — STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA .98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com Revisions: . Inh ? 1 V %_1 kw ..,.. L t VVV Date: 07/18/2016 (6 OF 14) E-4 E� F PQ W i� Revisions: . Inh ? 1 V %_1 kw ..,.. L t VVV Date: 07/18/2016 (6 OF 14) PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION CW COLD WATER PIPE - COLD WATER FW FILTERED WATER HW HOT WATER PIPE - - HOT WATER OW WASTE/SOIL PIPE —140°F HOT WATER (140-F) VO VENT PIPE HWR HOT WATER RETURN ----- VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE GW— WASTE, G R EAS E P1 PLUMBING FIXTURE TAG RL RAIN LEADER 1\ PLAN NOTE #1MPG GAS (f2PSIG) WH -1 WH #1 (EQUIP. TAG) G GAS (7 IN-W.C.) Mo FFD FLOOR DRAIN W/ FUNN L CD CONDENSATE FS FLOOR SINK 04 GATE VALVE MFD FLOOR DRAIN COLD WATER PEX MGD GARAGE DRAIN HOT WATER PEX OPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO MDD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO E21RD/OF ROOF/OVERFLOW DRAIN BALANCING/SHUT-OFF VALVE ❑D AD AREA DRAIN BALL VALVE 0FCO FLOOR CLEANOUT �— WCO WALL CLEANOUT PRESSURE GAUGE ZGCO GRADE CLEANOUT --1P UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75 3/4 PIPE SIZE RELIEF VALVE 1" 1" PIPE SIZE _�R� 1.25" 1-1/4" PIPE SIZE -J I L- VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE LVTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE ---— BURIED PIPE o- PIPE ELBOW UP _ REDUCED PRESSURE o- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- PIPE TEE UP PRV PRESSURE REDUCING VALVE — PIPE TEE DOWN fq- BACK WATER VALVE BWV GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. < Llj Q Of LEVEL 3 FL 0 OBPLAN - PLUMBING c: SCALE: 1/8" = 1'-O" NORTH R�VIEV`�p�OP, E � 0u; 26 7016 l sl oN�I Ve'NG RECEIVED CITY OF TUKWILA JUL 20 2016 PERMIT CENTER ABOSSEIN ENGINEBRING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com Revisions: Job No.: 216034 Date: 07/18/2016 c 14) I F F W Revisions: Job No.: 216034 Date: 07/18/2016 c 14) I PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION CW COLD WATER PIPE - COLD WATER FW FILTERED WATER NW HOT WATER PIPE x - - HOT WATER OW WASTE/SOIL PIPE —140T HOT WATER (1407) OV VENT PIPE "wR HOT WATER RETURN ----- VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE —GW- WASTE, GREASE P1 PLUMBING FIXTURE TAG RL RAIN LEADER 1O PLAN NOTE #1 MPG GAS (f2PSIG) WH -11 WH #1 (EQUIP. TAG) G GAS (7 IN-W.C.) Eo FFD FLOOR DRAIN W/ FUNN L co CONDENSATE ❑® FS FLOOR SINK GATE VALVE po FD FLOOR DRAIN �'` COLD WATER PEX MGD GARAGE DRAIN `� _� HOT WATER PEX OPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO ❑o DD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO URD/OF ROOF/OVERFLOW DRAIN BALANCING/SHUT-OFF VALVE ❑D AD AREA DRAIN BALL VALVE 0FCO FLOOR CLEANOUT -i- WCO WALL CLEANOUT PRESSURE GAUGE ZGCO GRADE CLEANOUT UNION 0.5" 1/21' PIPE SIZE -- SR SUDS RELIEF 0.75 so3/4 PIPE SIZE " RELIEF VALVE 1 " 1 PIPE SIZE 1.25" 1-1/4" PIPE SIZE - I L- VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 00 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE-�4 - BURIED PIPE o- PIPE ELBOW UP -fJ-R- REDUCED PRESSURE o- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- PIPE TEE UP PRV PRESSURE REDUCING VALVE — PIPE TEE DOWN F4- BACK WATER VALVE BWV GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "Pill. 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. LEVEL 4 FL 0 ORPLAN - SCALE: 1 /8" = 1 '-0" PLUMBING � U� 2 6 2p16 RECEIVED CITY OF TUKWILA JUL 2d 2016 PERMIT CENTER MN ABOSSEIN ENGINEERING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com WA 21891 Revisions: O E-' Job No.: 216034 Date: 07/18/2016 E-+ lo -4 W x Revisions: O E-' Job No.: 216034 Date: 07/18/2016 W Q D Of PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION CW COLD WATER PIPE - COLD WATER FW FILTERED WATER NW HOT WATER PIPE w w o� cn o� - - HOT WATER WO WASTE/SOIL PIPE —140°F HOT WATER (1407) OV VENT PIPE "WR HOT WATER RETURN ----- VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE cw WASTE, GREASE P1 PLUMBING FIXTURE TAG RL RAIN LEADER t�1 PLAN NOTE #1 MPG GAS (f2PSIG) WH -1 WH #1 (EQUIP. TAG) GAS (7 IN-W.C.) MFFD FLOOR DRAIN W/ FUNN L CD CONDENSATE R FS FLOOR SINK GATE VALVE MFD FLOOR DRAIN COLD WATER PEX MGD GARAGE DRAIN `� _� HOT WATER PEX OPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO E2DD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO EgRD/OF ROOF/OVERFLOW DRAIN 0 BALANCING/SHUT-OFF VALVE DAD AREA DRAIN BALL VALVE 121 FCO FLOOR CLEANOUT —� WCO WALL CLEANOUT PRESSURE GAUGE 121GCO GRADE CLEANOUT —SII— UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" 3/4" PIPE SIZE " RELIEF VALVE 1 " 1 PIPE SIZE _�R-1 1.25" 1-1/4" PIPE SIZE --J I L_. VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 00 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE ---7- BURIED PIPE o- PIPE ELBOW UP S}_ REDUCED PRESSURE G_ PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- PIPE TEE UP PRV PRESSURE REDUCING VALVE — PIPE TEE DOWN -N- BACK WATER VALVE BWV GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. CONNECT OVERFLC ON VERTICAL FLOOR. TY LEVEL 5 FL 0 ORPLAN - SCALE: 1/8" = 1'-0" PLUMBING i=TH ABOSSEIN ENGINCGRING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com Revisions: D D D Job No.: 216034 --- Date: 07/18/2016 CC cc ccO O E Q; W � E ~ E-+, O � O E RECEIVED CITE' OF T UKWILA JUL 2 Q 2016 PERMIT CENTER (_I. OF 14) i r E w w o� cn o� Loa Revisions: D D D Job No.: 216034 --- Date: 07/18/2016 CC cc ccO O E Q; W � E ~ E-+, O � O E RECEIVED CITE' OF T UKWILA JUL 2 Q 2016 PERMIT CENTER (_I. OF 14) r E w w cn Revisions: D D D Job No.: 216034 --- Date: 07/18/2016 CC cc ccO O E Q; W � E ~ E-+, O � O E RECEIVED CITE' OF T UKWILA JUL 2 Q 2016 PERMIT CENTER (_I. OF 14) PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION Fc-wl COLD WATER PIPE - COLD WATER E-4 E+ FW FILTERED WATER NW HOT WATER PIPE - - HOT WATER OWASTE/SOIL PIPE —140T HOT WATER (1407) OVENT PIPE HWR HOT WATER RETURN ----- VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE cw WASTE, GREASE P1 PLUMBING FIXTURE TAG RL RAIN LEADER 1O PLAN NOTE #1 MPG GAS (t2PSIG) WH -1 WH #1 (EQUIP. TAG) GAS (7 IN-W.C.) M FFD FLOOR DRAIN W/ FUNN L CD CONDENSATE 0 FS FLOOR SINK GATE VALVE MFD FLOOR DRAIN COLD WATER PEX ❑o GD GARAGE DRAIN HOT WATER PEX OPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO ❑o DD DECK DRAIN Hw HW MANIFOLD PEX/WIRSBO ❑o RD/OF ROOF/OVERFLOW DRAIN BALANCING/SHUT—OFF VALVE DAD AREA DRAIN BALL VALVE 0FCO FLOOR CLEANOUT T WCO WALL CLEANOUT PRESSURE GAUGE OGCO GRADE CLEANOUT UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" " 3/4" PIPE SIZE " RELIEF VALVE 1 1 PIPE SIZE 1.25 1-1 /4" PIPE SIZE J I L- VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 00 VTR VENT THRU ROOF 2.5 2-1/2" PIPE SIZE 3" 3" PIPE SIZE - 7/4 BURIED PIPE o- PIPE ELBOW UP -fq-f;q- REDUCED PRESSURE o- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER PIPE TEE UP PRV PRESSURE REDUCING VALVE PIPE TEE DOWN fq- BACK WATER VALVE BWV GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. LEVEL 6 FL 0 ORPLAN - SCALE: 1/8" = 1'-0" PLUMBING N 90R T Hl Q oR J�r p j1ANGe r�i�0mV N6 2 6 101 ���i1a D1v�S1 RECEIVED CITY OF TUKWILA JUL 20 20% PERMIT CENTER ABOSSEIN ENGINEERING L.L.0 MECHANICAL -ELECTRICAL 11 CIVIL - LEID - STRUCTURAL FIRE PROTECTION 11 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com 21891 mI revisions: Job No.: 216034 Date: 07/18/2016 a E-4 E+ E4 w revisions: Job No.: 216034 Date: 07/18/2016 PLUMBING LEGEND SYMBOL DESCRIPTION I SYMBOL DESCRIPTION CW COLD WATER PIPE - COLD WATER FW FILTERED WATER NW HOT WATER PIPE - - HOT WATER OW WASTE/SOIL PIPE —140T HOT WATER (1407) OVENT PIPE HWR HOT WATER RETURN ----- VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE cw WASTE, GREASE P1 PLUMBING FIXTURE TAG RL RAIN LEADER 0 PLAN NOTE #1 MPG GAS (f2PSIG) WH -1 WH #1 (EQUIP. TAG) c GAS (7 IN-W.C.) M FFD FLOOR DRAIN W/ FUNN L CD CONDENSATE ❑® FS FLOOR SINK GATE VALVE MFD FLOOR DRAIN COLD WATER PEX MGD GARAGE DRAIN ���� HOT WATER PEX MPD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO E2 DD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO MRD/OF ROOF/OVERFLOW DRAIN 0 BALANCING/SHUT-OFF VALVE MAD AREA DRAIN BALL VALVE 0FCO FLOOR CLEANOUT —� WCO WALL CLEANOUT PRESSURE GAUGE ZGCO GRADE CLEANOUT UNION 0.5" 1/2" PIPE SIZE -- SR SUDS RELIEF 0.75" 3/4" PIPE SIZE " RELIEF VALVE 1 " 1 PIPE SIZE 1.25" 1-1 /4" PIPE SIZE J I L- VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE 00 VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE-fz — BURIED PIPE o- PIPE ELBOW UP -F�� REDUCED PRESSURE G- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- PIPE TEE UP PRV PRESSURE REDUCING VALVE — PIPE TEE DOWN -q- BACK WATER VALVE BWV GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2012 TABLE 7-5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER/ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2012 SECTION 707, SIZED PER TABLE 7-6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 13) SUDS RELIEF SHALL COMPLY WITH UPC 2012 SECTION 711. 14) ROUTE/DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS/FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 15) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA/OCCUPANCY SEPARATION WALLS. 16) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 17) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 18) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2012 TABLE 7-5) 19) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 20) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 21) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 22) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT-OFF AND CHECK VALVE. 23) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. 9BOSSEN ENGINEERING L.L.0 MECHANICAL — ELECTRICAL CIVIL — LEED — STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE - BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 ROOF PLAN - SCALE: 1/8" = 1'-0" c - PLUMBING NORTH RECEIVED CITY OF TUKWILA JUL 2a 2016 PERMIT CENTER EMAIL: CService@abossein.com WEBSITE: w-ww.abossein.com O r O E4 P4 W \evisions: cc cc O O W O � O E-' Job No.: 216034 Date: 07/18/2016 OF 14) I I - 2"V Iu- IN I� r -- I I FIFTH FLOOR I I I I� I0) 102"V 3"W r— I �I FOURTH FLOOR I Ito (t -_2„V 3"W -A THIRD FLOOR _ I I I - - J+-2 "V I 3„W IIN- - �I I SECON D FLOOR 3"W WATER CLOSET A Na scniepip ROOF I� I� (-2"V I I I I I I SIXTH FLOOR ......................... ................... ..................................... I.....................................I. ............................... N I� I I�-- 3"W 2„V I LZ r— I FIFTH FLOOR I I� ....................................................... ............................ 1 I I 2 "V 3"W I I I FOURTH FLOOR I l� I� I I 2"V I 3„W �1 cl I THIRD FLOOR I I I� I� I�2"V 4"W �I LI SECOND FLOOR 3"W �3 F. U. WATER CLOSET NO SCALE O (NOTE: REFER TO IAPMO/UPC INSTALLATION STANDARDS "IS 5 & IS 9" FOR ADDITIONAL REQUIREMENTS) 1. SUPPORT BUT DO NOT RIGIDLY RESTRAIN PIPING AT CHANGES OF DIRECTION. 2. DO NOT ANCHOR PIPE RIGIDLY IN WALLS. 3. HOLES THROUGH FRAMING MEMBERS MUST BE ADEQUATELY SIZED TO ALLOW FOR FREE MOVEMENT. 4. FOR VERTICAL STRAIGHT RUNS IN EXCESS OF 30' PROVIDE EXPANSION JOINTS OR A MINIMUM 24” 45° OFFSET AT NO MORE THAN 30' INTERVALS ROOF ROOF ROOF ............................... _................... ......_..._......_......_.........................._.._._.......................... _....... .......___..__._...._.._................. - ......... ....._.......................... .......................... ..._...........-..-..............._.__._._......_ .......... .. -S 1y",V I -S I�-1Y2„V =I ---� 1y2"V 0-1 co r I 001 FIFTH FLOOR I FIFTH FLOORj I FOURTHLOC)aOR .......................................................................................................................................................................................................................... .......................................................................................................................................................................................................................................................... I u -I I 1y2„V'I I� . . I =;I ``1 2ffW 1�1y2„V 1y2„V� I I LZ I I LZ N 0 2"W FOURTH FLOOR Iu- FOURTH FLOOR ( FroLR If LDZ-0R ...................... .... .............................................._.........._....................-.................................. _.. 1y2"V I 1Y2"V .._I i N LL 2"W �I I 1 Y2 „V`I I ? 2f,W r----,,� I THIRDM FLOOR THIRD FLOOR $ElaUh ULE)OWR I� 1 y2f,V I 1 y2l,V�I I 2"W — I�I NI ---�� NI— I 1y2"VAI 2"W I SECOND FLOOR SECOND FLOOR I 61EMNDL(DQOR Lz _........ ............................................ _................._..... _..._ ........................ _.._............... .................._.._...... _..... ........ ._....m ............... ..... _.... ...... .___--..........1................ .................... ...._.._._._.._.__..._._...._......_........._...._....._........._ ............._..._...__._...._.._._.__....... 21V N LZ 2„W r)"w LAVATORY B NO SCALE p 1 2 .�� L VV�-t-1 y "V I 2 I I N I F OURTH FLOOR ................................... I ..... _...... ................................... :�j�1y2„V NI 2"W 1---- I I I I THIRD FLOOR �-�-1 y2 "V �I 2"W u:I SECOND FLOOR LO 2"W LAVATORY NO SCALE u NUIE: NON -ACCESSIBLE SLIP JOINTS SHALL BE BRAZED SOLID PRIOR TO COVER, TYP. TUB/SHOWER / C NO SCALE P12, ROOF 2"W 2 F. U. NOTE: NON -ACCESSIBLE SLIP JOINTS SHALL BE BRAZED SOLID PRIOR TO COVER, NP. TUB/SHOWER (J"" NO SCALE P12 KITCHEN SINK NO SCALE ROOF GENERAL NOTES: 1) INSTALL CLEAN—OUTS PER 2012—UPC—SEC. 707 & AS REQ'D BY LOCAL JURISDICTIONS. 2) INSTALL SUDS RELIEF PER 2012—UPC—SEC. 711. 3) VENT LENGTH SHALL NOT EXCEED 2012—UPC—TABLE-7-5. 4) WASTE & VENT FIXTURES SHALL NOT BE SMALLER THAN SIZES PER 2012—UPC—TABLE-7-5. ROOF r -S 12 F. U. 2 "V �I I I I I =1 I �I I FIFTH FLOOR I .............................................................................................................................................I........................................... 2„V 2"W jl I �I I FOURTH FLOOR _ ........................ ........................... _.._..._...._.............. ..1.......---------- 2"W --2W 1y2flV —PROVIDE OFFSET OR EXPANSION JOINT I EVERY 30' OF RISER MAXIMUM TO =;� ACCOMMODATE BLDG. EXPANSION/CONTRACTION, TYP. THIRD FLOOR 1y2"V—I L--�� 2"W 1 I 1 I SECOND FLOORLi ...... _..... ............ _.................... ..........__ m.........-- ... ....... --....___.................. 2.,,�............._...... _...... u CLOTHESWAS NO SCALE 2"W 2"W 3"W U I FOURTH FLOOR ..............................................................................1.............................. 1 Y2 f,V►I I LzI I I N I THIRD FLOOR 1 y2 „VAI I I I PROVIDE OFFSET OR EXPANSION JOINT I EVERY 30' OF RISER MAXIMUM TO :�I ACCOMMODATE BLDG. �I EXPANSION/CONTRACTION, I TYP. FOURTH FLOOR .............................................................................................................................................................................. 1 y2 "VAI �_ SV -2"W--� YY I I I I I I �I �I THIRD FLOOR ............................................ .....................I .............................................................................................. I 2„W 1Y2„V 1 3 W I T KITCHEN SINK NO SCALE O SECOND FLOOR 2"W CLOTHESWA NO SCALE SHER L P12 5) COLD & HOT WATER PIPING SHALL NOT BE SMALLER THAN PIPE SIZES PER 2012—UPC—TABLE-6-4. 6) MAX. 3 WATER CLOSETS ON HORIZONTAL BRANCH AND 4 WATER CLOSETS ON VERTICAL STACK ON ANY 3" WASTE (TYP.). 7) EACH VENT SHALL RISE 6” ABOVE THE FIXTURE FLOOD RIM BEFORE OFFSETTING HORIZONTALLY OR CONNECTING TO ANY OF ROOF r� I^ I�-2"V I I� IN FIFTH FLOOR I �2"V/W I- ........................................................................................................................................................................................... I I I I —211 "V I 1 z5 r I I� FOURTH FLOOR�2"V/W I.........._ ... ......................... ................ ................... ... ..._................. 2"V I 1 3"W I 1 h THIRD FLOOR 2"V/W I I I I 2„V 3"W i --- N flW SECOND FLOOR L. V 2 3 "W WATER CLOSET/ WET VENT LAV ("F NO scnLe P12 ROOF tC) I" 1 2"V r------� I I� I I� SIXTH FLOOR I I� I I I 2,fV 3"W r-----� I; F: IN FIFTH FLOOR LL:I I _.... -__....__...__.._.__........................... -.... I.... ........_............ _.................. ..---I.__......-..-_...._--------------------- I�2„V I I 371W I II=i Ico FOURTH FLOOR I I I— 2"V I r I I I 3"W I b 1`` N THIRDFLOOR �I 1 I I I 29'V 3„W r-----� I I I�--U SECOND FLOOR I „ 3W WATER CLOSET/ WET VENT LAV NO SCALE 4"W(HORZ.) �I 1y2"V�j I I U*\U �I �I I FIFTH FLOOR _ ............................... .._....... _........ _................ ; ......... _....................... ......_.. _... 1)/2"V `) I I I :I col FOURTH FLOOR ... 1)/2"V I I II co 1 �I THIRD FLOOR_u I I 1 L 1 I SECOND FLOOR 21 BACK TO BACK KITCHEN SINK NO scnie :m 2"W 2"W 3"W G P12 2"V �I N� _ _ _ _l f, II I—o---1y2 V LI .1 U SIXTH FLOOR 1Y2„V—� I I I �I NI 0 2"W FIFTH FLOOR _ ............... .................... ............ .._........... ....._....L_.._._................. ...... _...... .._.. ........................ 1)/2"V I � I 2„W �I co LF+_U co FOURTH FLOOR 1 .............................................................................I.......................................................................................... 1y2ffVl I I I I � N I 1 2"W Lz LzI �I Ll - THIRD FLOOR _-__.._......._.........................._.._..................L................_._......._....__._...._ ._.... _.... 1y2„� . I LZ 1 -.3»W SECOND FLOOR 2"W 4 F. U. BACK TO BACK M'� KITCHEN SINK rN pip rvo scn�e ABOSSEIN ENGINEERING L.L.0 MECHANICAL — ELECTRICAL CIVIL — LEED — STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com r �I LL:I 01 2"V --I O_ I I I I-1y2„V SIXTH FLOOR ................. _........................._.....__.................. I................ ........_..-._...... _...... ......... ................ .......................................... ..._. 1 y2 „V�-' I I �I 2„W �l col FIFTH FLOOR ...............................................................................;..........................................i.............................................................................. 1 I N 1Y2,fV�) I I � o 2„W �r---, FOURTH FLOOR __._._._............................ I _...._._....._........_.................... I I I ................. 1y2"V I w UI �) I 2„W ------� Lz THIRD FLOOR I I w �I NI I 2„W 1 y2 f,V� I I SECOND FLOOR - --_ - - -� _ ............. _.......... ........_._...._..._..._.._............_.................... 2"W 2 F. U. NOTE: NON -ACCESSIBLE SLIP JOINTS SHALL BE BRAZED SOLID PRIOR TO COVER, NP. TUB/SHOWER (J"" NO SCALE P12 KITCHEN SINK NO SCALE ROOF GENERAL NOTES: 1) INSTALL CLEAN—OUTS PER 2012—UPC—SEC. 707 & AS REQ'D BY LOCAL JURISDICTIONS. 2) INSTALL SUDS RELIEF PER 2012—UPC—SEC. 711. 3) VENT LENGTH SHALL NOT EXCEED 2012—UPC—TABLE-7-5. 4) WASTE & VENT FIXTURES SHALL NOT BE SMALLER THAN SIZES PER 2012—UPC—TABLE-7-5. ROOF r -S 12 F. U. 2 "V �I I I I I =1 I �I I FIFTH FLOOR I .............................................................................................................................................I........................................... 2„V 2"W jl I �I I FOURTH FLOOR _ ........................ ........................... _.._..._...._.............. ..1.......---------- 2"W --2W 1y2flV —PROVIDE OFFSET OR EXPANSION JOINT I EVERY 30' OF RISER MAXIMUM TO =;� ACCOMMODATE BLDG. EXPANSION/CONTRACTION, TYP. THIRD FLOOR 1y2"V—I L--�� 2"W 1 I 1 I SECOND FLOORLi ...... _..... ............ _.................... ..........__ m.........-- ... ....... --....___.................. 2.,,�............._...... _...... u CLOTHESWAS NO SCALE 2"W 2"W 3"W U I FOURTH FLOOR ..............................................................................1.............................. 1 Y2 f,V►I I LzI I I N I THIRD FLOOR 1 y2 „VAI I I I PROVIDE OFFSET OR EXPANSION JOINT I EVERY 30' OF RISER MAXIMUM TO :�I ACCOMMODATE BLDG. �I EXPANSION/CONTRACTION, I TYP. FOURTH FLOOR .............................................................................................................................................................................. 1 y2 "VAI �_ SV -2"W--� YY I I I I I I �I �I THIRD FLOOR ............................................ .....................I .............................................................................................. I 2„W 1Y2„V 1 3 W I T KITCHEN SINK NO SCALE O SECOND FLOOR 2"W CLOTHESWA NO SCALE SHER L P12 5) COLD & HOT WATER PIPING SHALL NOT BE SMALLER THAN PIPE SIZES PER 2012—UPC—TABLE-6-4. 6) MAX. 3 WATER CLOSETS ON HORIZONTAL BRANCH AND 4 WATER CLOSETS ON VERTICAL STACK ON ANY 3" WASTE (TYP.). 7) EACH VENT SHALL RISE 6” ABOVE THE FIXTURE FLOOD RIM BEFORE OFFSETTING HORIZONTALLY OR CONNECTING TO ANY OF ROOF r� I^ I�-2"V I I� IN FIFTH FLOOR I �2"V/W I- ........................................................................................................................................................................................... I I I I —211 "V I 1 z5 r I I� FOURTH FLOOR�2"V/W I.........._ ... ......................... ................ ................... ... ..._................. 2"V I 1 3"W I 1 h THIRD FLOOR 2"V/W I I I I 2„V 3"W i --- N flW SECOND FLOOR L. V 2 3 "W WATER CLOSET/ WET VENT LAV ("F NO scnLe P12 ROOF tC) I" 1 2"V r------� I I� I I� SIXTH FLOOR I I� I I I 2,fV 3"W r-----� I; F: IN FIFTH FLOOR LL:I I _.... -__....__...__.._.__........................... -.... I.... ........_............ _.................. ..---I.__......-..-_...._--------------------- I�2„V I I 371W I II=i Ico FOURTH FLOOR I I I— 2"V I r I I I 3"W I b 1`` N THIRDFLOOR �I 1 I I I 29'V 3„W r-----� I I I�--U SECOND FLOOR I „ 3W WATER CLOSET/ WET VENT LAV NO SCALE 4"W(HORZ.) �I 1y2"V�j I I U*\U �I �I I FIFTH FLOOR _ ............................... .._....... _........ _................ ; ......... _....................... ......_.. _... 1)/2"V `) I I I :I col FOURTH FLOOR ... 1)/2"V I I II co 1 �I THIRD FLOOR_u I I 1 L 1 I SECOND FLOOR 21 BACK TO BACK KITCHEN SINK NO scnie :m 2"W 2"W 3"W G P12 2"V �I N� _ _ _ _l f, II I—o---1y2 V LI .1 U SIXTH FLOOR 1Y2„V—� I I I �I NI 0 2"W FIFTH FLOOR _ ............... .................... ............ .._........... ....._....L_.._._................. ...... _...... .._.. ........................ 1)/2"V I � I 2„W �I co LF+_U co FOURTH FLOOR 1 .............................................................................I.......................................................................................... 1y2ffVl I I I I � N I 1 2"W Lz LzI �I Ll - THIRD FLOOR _-__.._......._.........................._.._..................L................_._......._....__._...._ ._.... _.... 1y2„� . I LZ 1 -.3»W SECOND FLOOR 2"W 4 F. U. BACK TO BACK M'� KITCHEN SINK rN pip rvo scn�e ABOSSEIN ENGINEERING L.L.0 MECHANICAL — ELECTRICAL CIVIL — LEED — STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com V w VIE w is 2 PSG 26 Revisions: SOON 0 �ve�p�N 0 Job No.: 216034 RECEIVED .ITY ©F TUKWILA Date: 07/18/2016 JUL 2 Q 2016 PERMIT CENTER O_ W � �l � o V w VIE w is 2 PSG 26 Revisions: SOON 0 �ve�p�N 0 Job No.: 216034 RECEIVED .ITY ©F TUKWILA Date: 07/18/2016 JUL 2 Q 2016 PERMIT CENTER '4 NOTES: 1. VERIFY REQUIREMENTS PER LOCAL JURISDICTIONS AND MODIFY INTERCEPTOR AS REQUIRED. 60 HOLES TO GARAGE DRAINS DEPTH AS NEEDED FOR PIPE INVERT. 44" OPEN GRATE WATER LEVEL 100 GALLON WATER CAPACITY SAND COLLECTION DEPTH AS NEEDED FOR PIPE INVERT. 12” RISER 2" VENT 4" WASTE 12" FROM BOTTOM TYPICAL SAND/OIL INTERCEPTOR DETAIL B NO SCALE (FOGTITE 36"%36' OR EQUAL) P14 DCVA BACKFLOW PREVENTER (OR SINGLE CHECK VA. AS REQUIRED BY LOCAL JRSD.) , �-4„CW — — 1-1/2"GI 18 GALLON EXPANSION TANK WITH BUTYL BLADDER (AMTROL—THERM—X—TROL— ST-42V—C OR EQUAL) A:S.M.E. WHERE REQUIRED MOUNTING LEGS (ANCHORED FOR SEISMIC PER MANUF.)(TYP.) NSTALL CONDENSATE NEUTRALIZATION PER MANUFACTURER AND LOCAL JURISDICTION(TYP). HWR Et BALANCING/SHUT—OFF VALVE, TYP. '-4 T&P VA 2" TYPICAL PEX HW �;;7 TUBING TO BE INSTALLED L__,�x7 IN STRICT ACCORDANCE L, PER THE MFG'S GUIDE (M I I LINES & RESTRICTION. SEE PIPE MFG. INSTALLATION HANDBOOK �'i-- NOTE: HOT AND COLD PEX MANIFOLDS TYPICAL OF � ALL UNITS 2" TYPICAL PEX CW ZTUBING TO BE INSTALLED IN STRICT ACCORDANCE PER THE MFG'S GUIDE LINES & RESTRICTION. SEE PIPE MFG. INSTALLATION HANDBOOK TO FIXTURE TYPICAL ANGLE STOP WHERE RE ' PEX MANIFOLD DETAIL ^"`" No SCALE P14 NOTE: PIPE LENGTH & NUMBER OF FITTINGS TO INDIVIDUAL HEATERS SHALL BE EQUAL FOR A COMPLETE REVERSE RETURN PIPING. E ---r — — — — 4 H W — -p — — 4"CW_�-4„CW GAS 112 FLOOR WH -1 WH -4 I2»HWS N7�r&PI VA. C7 TRAP � � F. D. RETURN SUPPLY 4"HW WATER HEATER AIR INTAKE, SIZE PER DRAWINGS & MANUFACTURERS INSTALLATION INSTRUCTIONS(TYP.) -- ----�--4HW -- I THERMOMETER m Illilli I 4"CW I GAS 1 „G WH -2 WH -5 2"HWS N7T&P VA. 2"CW U III TRAP WH -3 WH -6 DISCH. RELIEF PRIMER FULL SIZE SEISMIC APPROVED WATER HEATER EXHAUST, SIZE PER DRAWINGS & METRALOOP FLEX CONN. MANUFACTURERS (OR EQUAL)(TYP.) INSTALLATION DOMESTIC WATER HEATERS DETAILS LEVEL 1 & 4 (PIPING) INICTDI I�TInNIC(TVD � NO SCALE 2"HWS WH -1 H.V WH -2 ALTERNATE WATER HTR. PIPING 2 cW (MANIFOLDED) MOUNTING LEGS (ANCHORED FOR SEISMIC PER MANUF.)(TYP.) NOTE: ANCHOR AND STRAP WATER HEATORS TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER U.P.C.-1310 WH -3 r'00��®�� 2x16 N6 6 UOG O RECEIVED CITY OF TUKWILA, JUL 20 2016 PERMIT CENTER ENGINEERING III L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com !mmp'w' "I m Q I FLOOR WH -1 WH -4 I2»HWS N7�r&PI VA. C7 TRAP � � F. D. RETURN SUPPLY 4"HW WATER HEATER AIR INTAKE, SIZE PER DRAWINGS & MANUFACTURERS INSTALLATION INSTRUCTIONS(TYP.) -- ----�--4HW -- I THERMOMETER m Illilli I 4"CW I GAS 1 „G WH -2 WH -5 2"HWS N7T&P VA. 2"CW U III TRAP WH -3 WH -6 DISCH. RELIEF PRIMER FULL SIZE SEISMIC APPROVED WATER HEATER EXHAUST, SIZE PER DRAWINGS & METRALOOP FLEX CONN. MANUFACTURERS (OR EQUAL)(TYP.) INSTALLATION DOMESTIC WATER HEATERS DETAILS LEVEL 1 & 4 (PIPING) INICTDI I�TInNIC(TVD � NO SCALE 2"HWS WH -1 H.V WH -2 ALTERNATE WATER HTR. PIPING 2 cW (MANIFOLDED) MOUNTING LEGS (ANCHORED FOR SEISMIC PER MANUF.)(TYP.) NOTE: ANCHOR AND STRAP WATER HEATORS TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER U.P.C.-1310 WH -3 r'00��®�� 2x16 N6 6 UOG O RECEIVED CITY OF TUKWILA, JUL 20 2016 PERMIT CENTER ENGINEERING III L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com !mmp'w' Revisions: D D D Job No.: 216034 Date: 07/18/2016 cc m CD W � � � o cn Revisions: D D D Job No.: 216034 Date: 07/18/2016 W � � cn � a H w Revisions: D D D Job No.: 216034 Date: 07/18/2016