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HomeMy WebLinkAboutPermit PG17-0080 - SAFARI - WATER CLOSET, LAVATORY, KITCHEN SINKSAFARI 2867 SOUTHCENTER MALL PGI 7-0080 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 9202470010 2867 SOUTHCENTER MALL Project Name: SAFARI Permit Number: Issue Date: Permit Expires On: PG 17-0080 8/30/2017 2/26/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 GLORIA CHIEN 1420 NW GILMAN BLVD #23463 , ISSAQUAH, WA, 98027 1 E M CONSTRUCTION INC 29506 8TH AVE 5 , ROY, WA, 98580 JEMCOI*033DD Phone: (206) 335-4199 Phone: (253) 843-2765 Expiration Date: 5/15/2019 DESCRIPTION OF WORK: ADD 1 WATER CLOSET, 1 LAV, 1 KITCHEN SINK Valuation of Work: $5,500.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $222.10 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: [3 /i.2 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 gauge. 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 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKIl A Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:;'/www.Tukw ilaW A.gov [-SITE LOCATION PLUM Plumbing/Gas Permit No. 00, Project No. Date Application Accepted: 06(6:0 Date Application Expires: 010,107 (For office use only) ING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: q 2 0211— 0 0 / D Site Address: `Zq, 6 1 701A s.e._h-ELV ' "ll�l � r h k & 1/1/081$*Suite Number: 7_ 61" Floor: Tenant Name: Sq-fek ri New Tenant: 2' Yes ❑.. No Z PROPERTY OWNER • Name: tAk4+Felrit s 0 vb.,tevitsni Address:' 6 33 SoN{h ceb14e v pew City: TtA kw; (A State: W W Zip:S I B CONTACT PERSON — person receiving all project communication Name: l Cori,(A. Cii1ei1 JI6 nes;9>^s Address: �_ I l 1 Vd t 23 tf3 / 4- 20 Nw , rvla� City: l Sact tAtAG, State: IVA Zip: -1g027 - Phone: (200 3?c CF1%q Fax: Email: A c (( Vis—tte.5i:otiS cowl PLUMBING CONTRACTOR INFORMATION Company Name: . 113 D Address: V City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 50 0 Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): 1\4 C shopp l y'1 fi M A I I) Occupancy (per Int'I Building Code): A-3 Utility Purveyor: Water: N/f} H:Wpplications\Porms-Applications On Line\20I 1 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Sewer: NSA t3 f,,►1 Page 1 of 2 Indicate type of plumbing fixtures ars . gas piping outlets being installed and the qua_ y below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap 1 - Sinks f Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) . 1 Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory 1 - Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment 1 Backflow protective device other than atmospheric- , type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet 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 vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas . Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS' APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A THORIZED AGENT: Signature: Date: v C/2--/'/ 2 af. 7 Print Name: Mailing Address: Day Telephone: 20 6 22 6 IS b$ 2.. ca( H'\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $2,289.25 D17-0177 Address: 2877 SOUTHCENTER MALL Apn: 9202470010 $1,896.53 DEVELOPMENT $1,806.43 PERMIT FEE R000.322.100.00.00 0.00 $1,801.93 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $90.10 TECHNOLOGY FEE 8000.322.900.04.00 0.00 $90.10 M17-0096 Address: 2867 SOUTHCENTER MALL Apn: 9202470010 $213.33 MECHANICAL $203.17 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $170.02 TECHNOLOGY FEE $10.16 TECHNOLOGY FEE 1 R000.322.900.04.00 0.00 $10.16 PG17-0080 Address: 2867 SOUTHCENTER MALL Apn: 9202470010 $179.39 PLUMBING $170.85 PERMIT FEE R000.322.100.00.00 0.00 $137.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $8.54 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12230 R000.322.900.04.00 0.00 $8.54 $2,289.25 Date Paid: Wednesday, August 30, 2017 Paid By: JEM CONSTRUCTION Pay Method: CHECK 15277 Printed: Wednesday, August 30, 2017 9:36 AM 1 of 1 CSYSTEMS ILA W 2908/_ Cash Register Receipt City of Tukwila Receipt Number R11832 DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY PAID $1,264.75 D17-0177 Address: 2867 SOUTHCENTER MALL Apn: 9202470010 $1,171.25 DEVELOPMENT $1,171.25 PLAN CHECK FEE 1 R000.345.830.00.00 I 0.00 I $1,171.25 M17-0096. Address: 2867 SOUTHCENTER MALL Apn: 9202470010 $50.79 MECHANICAL $50.79 PLAN CHECK FEE R000.322.102.00.00 I 0.00 $50.79 PG17-0080 Address: 2867 SOUTHCENTE:R MALL Apn: 9202470010 $42.71 PLUMBING $42.71 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11832 R000.322.103.00.00 0.00 $42.71 $1,264.75 Date Paid: Thursday, June 29, 2017 Paid By: RAINIER ACTIVE LLC Pay Method: CHECK 1007 Printed: Thursday, June 29, 2017 1:48 PM 1 of 1 CwSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit Permit Inspection Request Line (206) 438-9350 F6--17-60810 (i_. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Project:� Type of Inspection: I PW / F6r t a Address: /� ,� Date Called: .B.8t427 £av7Tie-�YR I 1 t fits-. Special Instructions: Date Wanted: /C? —30 /T a.m. p.m. Requester: Phone No: M.1 Approved per applicable codes. 1J Corrections required prior to approval. COMMENTS: PL urvigiN &- Inspector: Date: /-036- 7� 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 INS 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 ,)7 - co be) Project: /' SA-!'/�C I T e of Inspection: ,� " 1JM - //JVuovi. A% /�& Address: �� 266 7 .e..tlriiti IA�"r�. 'AWL Date Called: Special Instructions: - Date Want ed 0.! 22-! '7 p err Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: A Date: I y72/ 1,7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 akp Project- Type of Inspection: Address: 2,667 >x.fri-tcr-Ayale writ Date Called: Special Instructions: Date Wanted: q 7Z- 17 a.m. p.m. Requester: Phone No: fJApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector/ '!M REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Designs J www.V l S Designs.coni July 31, 2017 1420 NW Gilman [3lvd. #2343, Issaquah WA 98027 206 335.4199 Bill Rambo City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila Washington 98188 Phone 206-43 I -3670 RE: Correction Letter # I PLUMBING/GAS PIPING Permit Application Number PG 17-0080 SAFARI - 2867 SOUTHCENTER MALL Dear Bill, RECEIVED CITY' OF TUK ILA AUG 0 2 2017 PERMIT CENTER Thank you for taking the time to review our project. Listed below are responses to your comment with the location of each revision, where required. Comment: Show a drinking fountain either located within 300 feet of this tenant space or show a new drinking fountain provided. If space allows, one may be located on the north side of the new restroom. Drinking fountain shall comply with accessible codes. (IBC 2902.5. I & 2009 ANSI 602) Response: Two (2) drinking fountains are added at Hall 107 outside of Party Room 102 as shown on sheets A2.1, A4.1 and A5.1. Please let me know if you have any additional questions. Sincerely, Gloria Chien, LEED AP BD+C VIS Designs 1 CORRECTION LTR# 1 July 07, 2017 City of Tukwila Department of Community Development GLORIA CHIEN 1420 NW GILMAN BLVD #23463 ISSAQUAH, WA 98027 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 17-0080 SAFARI - 2867 SOUTHCENTER MALL Allan Ekberg, Mayor Jack Pace, Director Dear GLORIA CHIEN, 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 1-1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) (From review memo # 4.) 1. Show drinking fountain either located within 300 feet of this tenant space or show a new drinking fountain provided. If space allows, one may be located on the north side of the new restroom. Drinking fountain shall comply with accessible codes. (IBC 2902.5.1 & 2009 ANSI 602) Note: In response to these corrections for this permit -plan -review, other corrections may be needed. 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/off 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 206-431-3670 • Fax 206-431-3665 If you have any questions, I cai - reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG17-0080 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0080 DATE: 08/02/17 PROJECT NAME: SAFARI SITE ADDRESS: 2867 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Avc I7 STI Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/03/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: 08/31/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0080 PROJECT NAME: SAFARI DATE: 06/30/17 SITE ADDRESS: 2867 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AI" CovyK *71 Building Division Iv/ D-17 1111 Public Works 11 Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 07/04/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 08/01/17 Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only l CORRECTION LETTER MAILED: ! .1" 7 Departments issued corrections: Bldg'- Fire 0 Ping 0 PW 0 Staff Initials: V/VI 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: b 3I fr Plan Check/Permit Number: `17 e7 / 7- 0Pso ❑ Response to Incomplete Letter # ( Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Samar► Project Address: Z8&'! S0( 1c144‘... MAI Contact Person: C'�/iV14 �j iei 1 Summary of Revision: Phone Number: }335---419T Two C) nrizi iv, s me, deted of tlaJ/ l ° outsi/ ! b2 X45 E2 tn„rei 691 slwets ,Q- � , I, Az.)-- / Ana 45,1 Sheet Number(s): 13 'nick d akCCi,=/-ec pked ( // S s) mid p/4 C 2 s -*) "Cloud" or highlight all areas of r kion includin ,d ate of, evis Received at the City of Tukwila Permi Center by: Entered in TRAKiT on 1 W:\Permit-Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 - - J E M CONSTRUCTION INC Home Espanol Contact Safety & Health Claims & Insurance 4111) Washington State Department of Labor & Industries Search L&I A-! Index Help Page 1 of 2 My Workplace Rights Trades & Licensing J E M CONSTRUCTION INC Owner or tradesperson Principals MILLER, JAMES E, PRESIDENT Doing business as J E M CONSTRUCTION INC WA UBI No. 601 770 782 29506 8TH AVE S ROY, WA 98580 253-843-2765 PIERCE County Business type Corporation Governing persons JAMES E MILLER LORI K MILLER; 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. JEMCOI*033DD Effective — expiration 03/04/1997— 05/15/2019 Bond .............. CBIC Bond account no. SA7695 $12,000.00 Received by L&I Effective date 03/19/2002 03/01/2002 Expiration date Until Canceled Insurance American States Insurance Co $1,000,000.00 Policy no. 01C12205496 Received by L&I Effective date 03/23/2017 04/16/2015 Expiration date 04/16/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601770782&LIC=JEMCOI*033DD&SAW= 8/30/2017 J E M CONSTRUCTION INC L&I Tax debts No L&I tax debts are recorded for this contra.__. license during the previous 6 year period, but some t._ - may be recorded by other agencies. License Violations ..................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 968,907-00 ................................ Doing business as J E M CONSTRUCTION INC Estimated workers reported Quarter 2 of Year 2017 "4 to 6 Workers" L&I account contact T2 / SUSAN BETTS (360)902-4828 - Email: BETT235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 ©© Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington, Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601770782&LIC=JEMCOI*033DD&SAW= 8/30/2017 GENERAL NOTES ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. CONTRACTOR SHALL INSTALL SYSTEMS, EQUIPMENT AND COMPONENTS IN ACCORDANCE WITH MINIMUM REQUIREMENTS SHOWN IN THESE PLANS. ANY DEVIATION FROM THE DESIGN PLANS SHALL ONLY BE PERFORMED IF APPROVED BY THE OWNER REPRESENTATIVE OR DESIGN ENGINEER. ALL WORK SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS. HOWEVER, ANY DEVIATION FROM THE DESIGN PLANS IMPLIED BY LOCAL CODES THAT SUGGESTS INSTALLATION OF LESS THAN THE REQUIREMENTS SPECIFIED IN THESE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT APPROVAL BY THE OWNER REPRESENTATIVE OR THE DESIGN ENGINEER. 2. PLUMBING CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE. CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS AND ROOFS WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. 4. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES INVOLVED PRIOR TO INSTALLATION OF PLUMBING EQUIPMENT, SO AS TO AVOID CONFLICTS DURING CONSTRUCTION. 5. 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. 6. ALL INDIRECT WASTE OUTLETS TERMINATING AT FLOOR DRAINS AND FLOOR SINKS SHALL HAVE 2" AIR GAP (MIN.) OR TWICE THE EFFECTIVE DRAIN DIAMETER WHICHEVER IS LARGER. ALL INDIRECT WASTE PIPES PASSING THROUGH FLOOR SLAB OR WALLS SHALL BE INSTALLED WITH FOAM RUBBER INSULATION. 7. 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 REQUIRED BY LOCAL PLUMBING CODE. 8. INSTALL AND SIZE CLEANOUTS PER CURRENT APPLICABLE PLUMBING CODE AND AS REQUIRED BY LOCAL JURISDICTIONS. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 9. INSTALL VENT PIPING PER CURRENT APPLICABLE PLUMBING CODES. EACH FIXTURE VENT SHALL BE RAISED TO MIN. 6" ABOVE FIXTURE FLOOD RIM BEFORE CONNECTING TO ANY OTHER FIXTURE VENT. 10. INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT. • 11. PROVIDE TRAP PRIMER ON ALL FLOOR DRAINS. 12. ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI—LAV GUARD (OR EQUAL). OFFSET P—TRAPS TO CLEAR WHEELCHAIR ACCESS. 13. SLOPE WASTE 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. INSTRUCTION TO BIDDERS 1. VERIFY WITH LANDLORD AND GENERAL CONTRACTOR FOR LANDLORD FURNISHED ITEMS PRIOR TO BIDDING/CONSTRUCTION. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. SCAN SLAB PRIOR TO ANY TRENCHING OR CORING PLUMBING FIXTURE CONNECTION SCHEDULE DESIGNATION: ITEM: TRAP: WASTE: VENT: CW: HW: P1 WATER CLOSET (FT) 3" 4" 2" Y2" - P2 LAVATORY (WALL -HUNG) 1Y2" 2" ----- Y2" Y" TEMP. RISE. /�� —FW— VERIFY WITH ELEC q1Y" ------- HOT WATER P4 DRINKING FOUNTAIN 1Y2" 2" 1Y2" Y2" - a• (1) SEE PLUMBING FIXTURE SCHEDULE ON ARCHITECTURAL FOR FIXTURE SPECIFICATIONS. (2) ALL HANDICAPPED FIXTURES SHALL BE APPROVED FOR USE BY DISABLED (3) ALL FIXTURES SHALL COMPLY WITH LOCAL WATER CONSERVATION ACT REQUIREMENTS. (4) PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS. (5) NO UNDERGROUND WASTE PIPING LESS THAN 2". PERSONS. 1 WATER HEATER SCHEDULE PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PARTY ROOM COLD WATER PIPE EEMAX COLD WATER MT007240T CW ----- OPHOT WATER PIPE TEMP. RISE. FILTERED WATER —FW— VERIFY WITH ELEC PHASE: ------- HOT WATER OWASTE/SOIL PIPE VENT WASTE, SANITARY VO VENT PIPE WASTE, GREASE GW G / GAS PIPE RL RAIN LEADER (RL) RAIN LEADER PIPE G GAS (7 IN-W.C.) P1 PLUMBING FIXTURE TAG CONDENSATE CD 1 PLAN NOTE #1 ----04 GATE VALVE WH -1 WH #1 (EQUIP. TAG) 0 BALANCING/SHUT-OFF VALVE —f— WCO WALL CLEANOUT BALL VALVE O 0.5" 1/2" PIPE SIZE Q PRESSURE GAUGE 0.75" 3/4" PIPE SIZE 1" 1" PIPE SIZE --III UNION 1.25" 1-1/4" PIPE SIZE 1.5" 1-1/2" PIPE SIZE ion VTR VENT THRU ROOF 2"2"PIPE SIZE 2.5" 2-1/2" PIPE SIZE BURIED PIPE ,f' 3" 3" PIPE SIZE o-¢ HOSE BIBB (WALL HYDRANT) o- PIPE ELBOW UP o- PIPE ELBOW DOWN 6 FS FLOOR SINK -0- PIPE TEE UP FLOOR DRAIN M FD PIPE TEE DOWN FLOOR CLEANOUT - ► FCO WATER HEATER SCHEDULE DESIGNATION: AIL IFIF ZONE: PARTY ROOM MANUFACTURER: EEMAX MODEL: MT007240T CAPACITY TANKLESS WATTS: 5000 TEMP. RISE. -- VOLTAGE: VERIFY WITH ELEC PHASE: 1 REMARKS: (1)(2)(3) (1) U.L. LISTED ELECTRICAL CONNECTION WITH ACCESS DOOR SECURE TO WALL WITH TOGGLE BOLTS INSTANT -FLOW HEATER 3/8" FPT INLET & OUTLET INSULATED PIPES WITH HANDI-LAV GUARD 3 -WAY STOP 1/2" COLD WATER NPT 1/2" TO LAVATORY 3/8" TO HEATER NOTE: UNIT MUST BE HARD WIRED. INSTANT FL 0 W WATER HEATER SCALE: NONE 1 . y !II ABOVE CEILING (NP), 1 _ I BELOW GRADE (TYP) \ k 0 Lyf BELOW GRADE (TYP) PARTIAL FLOOR PLAN - WASTE + VENT SCALE: 1/2114-0' A`.OVE CEING ( i ) r, / (EXISTING TO REMAIN) PARTIAL FLOOR PLAN - WATER / 2 \ SCALE: 1/2'4-0' PLAN NOTES: CONNECT NEW %4"CW TO EXISTING CW WITH A SHUT OFF VALVE. VERIFY THE EXACT LOCATION AT SITE. CONNECT NEW Y2"HW TO EXISTING HW. VERIFY THE EXACT LOCATION AT SITE. CONNECT NEW 2"V TO EXISTING VTR. VERIFY THE EXACT LOCATION AT SITE. CONNECT NEW 3"SAN TO EXISTING SAN. VERIFY THE EXACT LOCATION AT SITE. FILE COPY Permit No. 11--00 € 0 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize �C, the violation of any adopted or ordinance. Receipt of approved Field Copy and conditions Is acknowledged By: Date 2-3130/ t7 City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of 1 Tukwila Building Division. ,:::17.1: Revisions will require a new plan submittal 1 and may include additional plan review fees. 1 SEPARATE PERMIT REQUIRED FOR: (jMechan fiKlectrical 0 Plumbing V. ' Gas Piping City of Tukwila BU`:'•_F'ING DIVISION REVIEWED FOR, CODE COMPLIANCE APPROVED J AUG 03 2011-1 A--1- LAI( City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL A JUL 31 2017 PERMIT _CENTER --{ SEE ENLARGED PLANS 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com 2867 SOUTHCENTER MALL TUKWILA, WA 98188 PLUMBING J2 REVISIONS: NO. DESCRIPTION CORK CT)ON iLTR# JL_1C1 1 (� Cal L) 1 t 7Ci4-1 JOB NO.: 217077 DATE: 06/28/2017 KEY NO SCALE OF 2 PLUMBING SPECIFICATIONS - DIVISION #22 PART 1.00 CISIMAL 1.01 LOCAL CONDmONS: VISIT AND INSPECT THE PREMISES TO ASCERTAIN THE EXISTING CONDmONS BEFORE SUBMITTING A BID. NO EXTRA PAYMENT WILL BE ALLOWED FOR THE LACK OF KNOWLEDGE OF THESE CONDmoNS. 1.02 CODES: STRICTLY IMC UPC IFGC COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. Mechanical Code Plumbing Code Gas Code 1.03 STANDARDS: THE FOLLOWING PUBLICATIONS (LATEST EDITION) FORM A PART OF THESE REQUIREMENTS TO THE EXTENT INDICATED BY THE REFERENCES THERETO: NFPA PAMPHLET 54 GAS APPLIANCES & GAS PIPING NFPA PAMPHLET 90A AIR CONDmONING & VENTILATION SYSTEMS 1.04 PLANS AND SPECIFICATIONS: THE PLUMBING DRAWINGS ARE DIAGRAMMATIC IN CHARACTERI INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT, PIPING, ETC., AND APPROXIMATE SIZES AND LOCATIONS OF EQUIPMENT AND OUTLETS. DETERMINE THE EXACT LOCATION OF THE ELEMENTS OF THE SYSTEM FROM THE STRUCTURE AND FROM THE EQUIPMENT, NOT FROM THE DRAWINGS. DO NOT SCALE DRAWINGS FOR MEASUREMENTS NOR USE AS SHOP DRAWINGS. 1.05 PROVIDE ALL ITEMS, EQUIPMENT, MATERIALS, OPERATIONS, OR METHODS LISTED, MENTIONED OR SCHEDULED ON THE DRAWINGS, AND/OR HEREIN INCLUDING ALL INCIDENTALS AND ACCESSORIES NECESSARY AND REQUIRED FOR INSTALLATION OR MOUNTING, OR NORMALLY SUPPUED BY COMMON PRACTICE WHETHER SPECIFICALLY MENTIONED OR NOT, TO PROVIDE COMPLETE AND PROPERLY FUNCTIONING SYSTEMS. 1.06 BRING ANY NON -COMPLIANCES WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS, CONFUCTS AND DISCREPANCIES TO THE ENGINEER'S ATTENTION BEFORE SUBMITTING BID. A CORRECT, COMPLETE AND EASILY MAINTAINED SYSTEM IS INTENDED. 1.07 THE CONTRACTOR'S BID WILL BE CONSTRUED AS AN AGREEMENT TO COMPLETE THE WORK WmiOUT ADDMONAL COST TO THE OWNER. WHERE CONFLICTS BETWEEN PLANS AND SPECIFICATIONS OR CONFLICTING INFORMATION ON THE PLANS OCCURS, THE CONFLICTS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING. THE MORE COSTLY ALTERNATIVE SHALL BE INCLUDED IN THE BID PRICE. 1.08 MAKE NO CHANGES IN THE WORK SPECIFIED, UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING BY THE OWNER, ARCHITECT AND/OR ENGINEER. NO CHARGES FOR EXTRA WORK WILL BE PAID UNLESS SUCH EXTRA WORK HAS BEEN AUTHORIZED AND THE AUTHORIZATION CONTAINS A STATEMENT OF THE WORK TO BE ACCOMPLISHED AND THE CHARGES TO BE MADE FOR THE WORK. 1.09 THE INFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC IN NATURE. IT DOES NOT NECESSARILY REPRESENT ALL FITTINGS, HANGERS, ETC. REQUIRED FOR A COMPLETE WORKING SYSTEM. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETELY FINISHED AND OPERATIONAL SYSTEMS. 1.10 REFER TO LATEST ARCHITECTURAL DRAWINGS FOR: EXACT WALL LOCATIONS, DIMENSIONS, AND PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS. 1.11 CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ALTERATIONS REQUIRED BY THE OWNER, ARCHITECT, OR FIELD CONDmONS. 1.12 ALL EQUIPMENT SHALL BE NEW, SHALL COMPLY WITH SPECIFICATIONS ON DRAWINGS, AND SHALL COMPLY WITH ENERGY CONSERVATION CODE REQUIREMENTS AS ADOPTED BY THE STATE, AS WELL AS LOCAL JURISDICTIONAL BUILDING DEPARTMENT. SUBMIT DATA FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMITTAL SHALL INCLUDE ENERGY CODE COMPLIANCE CERT- IFICATION. THE CONTRACTOR SHALL REFER TO ALL OTHER DRAWINGS, INCLUDING: ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND FOOD SERVICE, FOR ALL COORDINATION AND REFERENCE DATA. COORDINATE INSTALLATION WITH WORK OF OTHER TRADES. DURING BID PERIOD: INVESTIGATE AND VERIFY EXISTING CONDmONS, EXACT LOCATIONS, ELEVATIONS, AND CHARACTERISTICS OF EXISTING UTILMES AND PIPING. BRING ANY DISCREPANCIES TO ATTENTION OF ARCHITECT AS SOON AS POSSIBLE. REVIEW ELECTRICAL LAYOUT, ROUTING OF UNDERGROUND ELECTRICAL UTILITIES INCLUDING POWER AND TELEPHONE, NEW AND EXISTING UNDERGROUND ELECTRICAL CONDUIT ONES, PRIOR TO START OF WORK. CONSULT WITH ALL TRADES AND DETERMINE EXTENT OF PLUMBING WORK DURING BID PERIOD. EXTEND ALL SERVICES TO LOCATIONS DESIGNATED AND REQUIRED, FURNISH ALL MATERIALS, AND PAY ALL COSTS NOT FURNISHED BY OTHERS. 1.17 IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A MECHANICAL SYSTEM COMPLETE, FULLY ADJUSTED, AND READY FOR OWNER'S BENEFICIAL USE. 1.18 IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY TO USE." MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION, SHALL BE INCLUDED IN THE WORK, THE SAME AS IF HEREIN SPECIFIED OR SHOWN. 1.19 THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENT SALES TAXES, FEES AND OTHER COSTS, INCLUDING UTILITY CONNECTIONS OR EXTENSIONS, IN CONNECTION WITH HIS WORK; FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF HIS WORK AND DELIVER SAME TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR WORK. 1.20 THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON DRAWINGS AND/OR SPECIFIED. PART 2.00 PRODUCTS 2.01 MATERIALS AND EQUIPMENT SUBSTITUTIONS: THE BID PRICE SHALL BE BASED ON THE MATERIALS, EQUIPMENT AND/OR SERVICES AS SCHEDULED ON THE DRAWINGS AND/OR SPECIFIED HEREIN, AND/OR AS ACCEPTED PRIOR TO BIDDING. 2.02 ACCEPTANCE OF ALTERNATE OR SUBSTITUTE EQUIPMENT IN NO WAY VOIDS MATERIAL OR PERFORMANCE REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ANY MATERIAL OR EQUIPMENT SUBSTITUTED FOR SPECIFIED ITEMS ACCEPTED BY THE ARCHITECT AND/OR ENGINEER BEFORE OR AFTER THE BID DATE. CONTRACTOR SHALL BE RESPONSIBLE FOR INCORPORATING ANY SUBSTITUTE EQUIPMENT IN THE SYSTEM DESIGN. 2.03 CONTRACTOR SHALL PAY FOR ALL EXTRA COSTS BY ANY TRADE FOR CHANGES NECESSITATED BY MATERIAL OR EQUIPMENT SUBSTITUTIONS REGARDLESS OF ACCEPTANCE WITHOUT FURTHER COST TO THE CLIENT. 2.04 INSULATION ON HEAT TRACED 115' DOMESTIC HOT WATER PIPE SHALL BE AS FOLLOWS: 1/2"-1" - 1" THICK INSULATION, 1-1/4"-2" PIPE - 1-1/2" THICK INSULATION, 2-1/2" - 2" THICK INSULATION, ALL OTHER DOMESTIC WATER PIPING - 1" THICK INSULATION, DOMESTIC COLD WATER PIPING - \" THICK INSULATION. 2.05 PROVIDE A 115' ELECTRIC HEAT TRACE (HWAT-G2) SYSTEM INSTALLED IN STRICT ACCORDANCE WITH MFG. INSTRUCTIONS. INCLUDE END KITS, SPLICE KITS, TEE KITS AND LTHER MATERIAL NECESSARY FOR A COMPLETE SYSTEM. TRACE PIPING FROM HEATING MIXING VALVES TO INDIVIDUAL ISOLATION VALVES. PIPING WITHIN UNIT FROM ISOLATION VALVES TO FIXTURES SHALL NOT BE TRACED. ALL CONNECTIONS SHALL BE MADE BY THE ELECTRICAL CONTRACTOR. 2.06 DOMESTIC WATER PIPING ABOVE GROUND SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS OR PEX. JOINTS AND CONNECTIONS SHALL BE COMPLETED WITH 95 PER- CENT TIN, 5 PERCENT ANTIMONY OR PEX JOINTS. WATER PIPING BELOW GROUND SHALL BE TYPE "K", NON-METALIC PVC "GOLD" (OR EQUAL) MAY BE USED IN -LIEU OF COPPER PIPING IF ITEMIZED AS A "DEDUCT" IN BID AND SUBMITTED FOR THE OWNER'S CONSIDERATIONS AND ACCEPTABLE BY LANDLORD. 2.07 WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH NO HUB FITTINGS. ALTERNATES SHALL BE SUBMITTED TO OWNER AND APPROVED BY THE BUILDING DEPARTMENT AND LANDLORD PRIOR TO START OF WORK. 2.08 INSULATE ALL PIPING, VALVES, AND FITTINGS FOR DOMESTIC COLD, HOT AND RECIRC. ONES WITH (1/2" CW, 1" HW & RECIRC) PRE -FORMED FIBERGLASS INSULATION WITH "K" FACTOR OF 0.30 MAXIMUM AT 200 deg. F. MEAN TEMPERATURE. PROVIDE ALL SERVICE, SELF LAP JACKET, AND VAPOR BARRIER. INSULATE CONDENSATE DRAINS W/\" ARMAFLEX #22 OR "JM" AEROTUBE INSULATION. PROVIDE ADDMONAL INSULATION IN AREAS SUBJECT TO FREEZING. SEE SPECIFICATION FOR TRACED -UNE INSULATION. 2.09 NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. 2.10 PROVIDE WEATHERPROOF FLASHING AT ALL DUCT, PIPE, ETC., MECHANICAL PENETRATIONS THROUGH THE BUILDING WALLS AND ROOF. FLASHING SHALL BE DESIGNED AND INSTALLED PER SMACNA AND SHALL BE GUARANTEED WEATHER PROOF FOR THE DURATION OF THE GUARANTEE. 2.11 ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE) FIRE HAZARD RATING AS TESTED BY ASTM E-84, NFPA 255, OR UL 723, NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ACCESSORIES SUCH AS COATINGS, TAPES, AND ADHESIVES SHALL HAVE THE SAME COMPONENT RATINGS. ALL INSULATING MATERIALS OR THEIR CONTAINERS SHALL HAVE A LABEL INDICATING COMPUANCE WITH THE ABOVE RATING. REFERENCE STANDARDS: NFPA D-255, A.S.T.M. E-84, UL -723, ASHRAE 90-75 AND THE STATE ENERGY CODE (IF APPLICABLE). ACCEPTABLE MANUFACTURERS: CERTAINTEED, OWENS- CORNING, KNAUF AND MANVILLE. 2.12 PIPE MATERIAL: COLD WATER AND HOT WATER COPPER "L" (LEAD FREE) WASTE AND VENT CAST IRON (ABOVE GRADE) NOTE: JOINTS AND METHOD OF CONNECTIONS SHALL BE PER THE IPC -CHAPTER #13, ASTM STANDARDS AND MANUFACTURERS RECOMMENDATIONS FOR EACH PIPE TYPE AND APPLICATIONS. 2.13 PIPE INSULATION: COLD WATER - 1/2" INSULATION WITH VAPOR BARRIER JACKETS. HOT WATER - 1/2" INSULATION WITH VAPOR BARRIER JACKETS FOR RUNOUTS UP TO 12 FEET, AND 1" INSULATION FOR ALL PIPING UP TO 2" DIAMETER. UNDERGROUND PIPING WITH 1" CLOSED CELL FOAM INSULATION. PART 3.00 EXECUTIONS 3.01 PERMITS AND INSPECTIONS: APPLY AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED FOR THE WORK, AND AT COMPLETION, PRESENT THE OWNER WITH THE SIGNED CERTIFICATES OF FINAL INSPECTION. 3.02 UTILITIES: CHARGES BY UTILITY COMPANIES FOR PROVIDING SERVICES SHALL BE PAID BY OWNER AND WILL NOT BE A PART OF THIS CONTRACT. THE CONTRACTOR SHALL DO INSTALLATION WORK NORMALLY PROVIDED IN THIS CONTRACT. 3.03 PLACE AND ARRANGE EQUIPMENT, PIPING, CONTROLS, ETC., TO FIT THE SPACE AVAILABLE. INCLUDING ALL OFFSETS IN PIPING, ETC. REQUIRED. 3.04 SUBMIT SHOP DRAWINGS FOR ALL PLUMBING FIXTURES, HOT WATER HEATERS, PUMPS, SPECIALmES, CONTROL WIRING DIAGRAM FOR PUMP CONTROL. 3.05 THE ENGINEER'S CHECK SHALL BE GENERAL, AND DOES NOT REUEVE THE CONTRACTOR OF FINAL RESPONSIBILITY OF COMPLIANCE TO THE INTENT OF THE PLANS AND SPECIFICATIONS. 3.06 SUPERVISION AND WORKMANSHIP: QUAUFIED SUPERVISION FOR EACH TRADE SHALL BE IN CHARGE OF THE WORK AT ALL TIMES AND SHALL BE ON THE JOB SITE WHENEVER WORK IN THAT TRADE IS BEING ACCOMPLISHED. 3.07 ALL WORK SHALL BE DONE IN A FIRST-CLASS MANNER BY WORKMEN SKILLED IN THE TRADE AFFECTED. 3.08 CLEANING PIPING & EQUIPMENT, TESTING: PLUG ALL NECESSARY OPENINGS OF THE ENTIRE DRAINAGE AND VENTING SYSTEM TO PERMIT THE COMPLETE SYSTEM OR PORTION THEREOF TO BE FILLED WITH WATER TO THE LEVEL OF THE HIGHEST VENT STACK ABOVE THE ROOF OR A VERTICAL STACK MAY BE FILLED WITH WATER TO A HEIGHT OF 10 FT. ABOVE THE HIGHEST HORIZONTAL RUN TO BE TESTED. THE SYSTEM SHALL MAINTAIN THE WATER LEVEL WITHIN 1 IN. WHEN TESTED FOR 30 MINUTES. WHEN AN AIR TEST IS USED, APPLY A PRESSURE OF NOT LESS THAN 5 PSI WITH A FORCE PUMP AND MAINTAIN AT LEAST 15 MINUTES WITHOUT LEAKAGE WHEN TESTED WITH A MERCURY COLUMN GAUGE. 3.09 CLEAN ALL EQUIPMENT, PIPE, VALVES AND FITTINGS OF GREASE, METAL CUTTINGS, DIRT AND SLUDGE THAT MAY HAVE ACCUMULATED BY OPERATION OF THE SYSTEM FOR TESTING. REPAIR ANY STOPPAGE OR DAMAGE TO PARTS OF THE BUILDING, TO IT'S FINISH OR FURNISHINGS DUE TO THE CONTRACTOR'S FAILURE TO PROPERLY CLEAN THE PIPING SYSTEM WITHOUT COST TO THE OWNER. ADJUST THE HOT WATER SYSTEM FOR UNIFORM FLOW. ADJUST FLUSH VALVES AND OTHER PARTS OF THE SYSTEM FOR QUIET OPERATION. AFTER CLEANING THE POTABLE WATER SYSTEM, OR PART THEROF, FILL WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE CHLORINE AND ALLOW TO STAND FOR SIX (6) HOURS BEFORE FLUSHING. 3.10 COMPLETION: OPERATE ALL PLUMBING SYSTEMS, INCLUDING ALL EQUIPMENT FURNISHED UNDER THIS DIVISION TO PROVE THAT ALL COMPONENTS ARE PROPERLY OPERATING AND THAT THE COMPLETE INSTALLATION IS FUNCTIONING SMOOTHLY AND NOISELESSLY TO THE FULL EXTENT OF PLANS AND SPECIFICATIONS. ANY REBALANCING, READJUSTING OF SYSTEM ELEMENTS FOUND NECESSARY WHEN THE SYSTEMS ARE SUBJECT TO ACTUAL OPERATING CONDmONS SHALL BE DONE BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. 3.11 OPERATING INSTRUCTIONS: PROVIDE TYPEWRITTEN OPERATING INSTRUCTIONS IN THE BROCHURE COVERING EACH PIECE OF PLUMBING EQUIPMENT, GIVE NORMAL STARTING AND STOPPING PROCEDURES, ALONG WITH PROPER PARTIES TO CONTACT IN THE EVENT OF EMERGENCY, FAILURE OF EQUIPMENT. OUTLINE OF INSTRUCTIONS AS FOLLOWS: 3.12 AS -BUILT DRAWINGS: SUBMIT AS -BUILT DRAWINGS AT COMPLETION OF WORK. 3.13 GUARANTEE: THE PLUMBING SYSTEM SHALL BE LEFT IN PROPER WORKING ORDER. REPLACE ANY WORK, MATERIAL OR EQUIPMENT PROVIDED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS WITHIN ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION WITHOUT ADDMONAL CHARGES. A NEW ONE (1) YEAR GUARANTEE ON THE AFFECTED ITEM OR ITEMS SHALL BE PROVIDED COMMENCING ON THE DATE OF THE APPROVED REPAIR OR REPLACEMENT. 3.14 CUTTING AND PATCHING: CAREFULLY PERFORM ALL WORK WHERE CUTTING, CHANNELING, CHASING, OR DRIWNG OF FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES IS NECESSARY FOR PROPER INSTALLATION OR SUPPORT OF PIPING, OR OTHER PLUMBING EQUIPMENT. 3.15 ANY DAMAGE TO BUILDING, PIPING, EQUIPMENT, PLASTER, WOODWORK OR METAL WORK SHALL BE REPAIRED BY SKILLED MECHANICS OF TRADES INVOLVED, AT NO ADDMONAL COST TO THE OWNER. 3.16 DO NOT CUT, CHANNEL, CHASE OR DRILL MASONRY OR TILE; OR CUT, DRILL OR WELD STRUCTURAL MEMBERS OF THE BUILDING, ETC., WITHOUT FIRST OBTAINING ARCHITECT'S PERMISSION, IF PERMISSION IS GRANTED, PERFORM THIS WORK IN A MANNER APPROVED BY THE ARCHITECT. 3.17 CAULKING & WATERPROOFING: CAULK AROUND ALL PIPES, ETC. TO PREVENT AIR AND MOISTURE LEAKAGE WITH COMPOUND APPROVED BY ARCHITECT/ENGINEER. 3.18 SEAL AROUND ALL PIPES WITH FIREPROOF CAULKING OR GROUT WHERE THEY PASS THROUGH FLOORS, FIREWALLS, AND SHAFTS. 3.19 PROVIDE FLASHINGS WHERE ALL PIPES PIERCE OUTSIDE WALLS OR ROOF AS NECESSARY TO PREVENT MOISTURE ENTRY. 3.20 INSERTS, SLEEVES & BLOCKOUTS: FURNISH AND INSTALL, PRIOR TO CONCRETE POURING OR OTHER CONSTRUCTION, INSERTS, SLEEVES, OR BLOCKOUTS IN WALLS, FLOOR SLABS, ROOFS AND PARTIONS FOR PASSAGE OF ALL WORK INSTALLED UNDER THIS DMSION. 3.21 PROVIDE GALVANIZED IRON AND STEEL PIPE SLEEVES FOR IRON PIPES. USE COPPER SLEEVES FOR COPPER PIPES. PROVIDE WOOD OR STEEL BLOCKOUTS FOR LARGE OPENINGS. SECURE ALL SUCH ITEMS FIRMLY IN POSmON. 3.22 TRENCHING AND BACKFIWNG: PERFORM ALL TRENCHING AND BACKFILLING REQUIRED BY WORK PERFORMED UNDER THIS DMSION. TRENCHING AND BACKFILLING DONE IN ACCORDANCE WITH "EXCAVATING AND GRADING" SPECIFICATIONS AND AS HEREIN SPECIFIED. TRENCHES SHALL BE EXCAVATED TO THE DEPTH REQUIRED FOR THE UTILITIES INVOLVED. THE TRENCH BOTTOM SHALL BE FREE FROM STONES OR SOFT SPOTS. 3.23 BACKFIWNG PIPING TRENCHES AS SOON AS PIPING IS TESTED AND APPROVED BY THE ARCHITECT AND BUILDING INSPECTOR. BACKFILL FOR A DEPTH OF 12 IN. OVER THE TOP OF THE PIPING WITH SAND, OR CLEAN EARTH OF SPECIFIED BACKFILL MATERIAL. UNIFORMLY PLACE AND TAMP BACKFILL BY APPROPRIATE METHODS TO ENSURE PROPER ALIGNMENT OF PIPING TO AVOID INJURY TO THE INSTALLED MATERIALS. 3.24 GRADE THE BOTTOM OF TRENCHES TO SECURE THE REQUIRED FALL WITH A UNIFORM PITCH AND ADEQUATE WIDTH TO ENSURE PROPER INSTALLATION OF PIPING. REMOVE DIRT UNDER CAST IRON HUBS SO THAT THE ENTIRE PIPE BARREL RESTS ON FIRM EARTH. BRING OVER -EXCAVATED OR INADEQUATELY COMPACTED GROUND TO THE PROPER LEVEL WITH GRAVEL 3.25 REPAIR OF DAMAGE TO STREETS OR PARKING AREAS FOR THE INSTALLATION OF PIPING SYSTEMS SHALL BE INCLUDED IN THE CONTRACT PRICE IN THIS DMSION. 3.26 MEASUREMENT, UNES AND LEVELS: ESTABLISH AND MAINTAIN ALL GRADES AND LEVELS RELATIVE TO THE INSTALLED SYSTEMS. VERIFY GRADES AS INDICATED ON DRAWINGS BEFORE STARTING WORK. VERIFY LOCATIONS OF EXISTING SEWER ONES BEFORE STARTING WORK. 3.27 ACCESS DOORS AND PANELS: FURNISH AND INSTALL ACCESS DOORS OR PANELS AS SHOWN ON THE DRAWINGS AND/OR AS REQUIRED FOR PROPER ACCESS TO ALL CONCEALED EXPANSION JOINTS, VALVES, ETC. IF ACCESS DOOR OR SIZE IS NOT SHOWN, PROVIDE A SIZE APPROPRIATE TO THE CONDmONS, BUT IN NO CASE LESS THAN 12 IN. X 12 IN. 3.28 PIPING INSTALLATION: ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT ANGLES OR PARALLEL ONES WITH BUILDING WALLS. PRIOR TO INSTALLATION, CHECK MECHANICAL DRAWINGS, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR INTERFERENCES. WHERE DEPARTURES FROM INDICATED ARRANGEMENTS ARE REQUIRED, VERIFY PROPOSED CHANGES WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING. COORDINATE WITH ALL TRADES SO THAT PIPES, CONDUITS, DUCTS, ETC., WILL NOT INTERFERE WITH EACH OTHER. 3.29 CUT PIPES ACCURATELY TO MEASUREMENT ESTABLISHED AT THE BUILDING, AND WORK INTO PLACE WITHOUT SPRINGING OR FORCING. PROPERLY CLEAR ALL WINDOWS, DOOR AND OTHER OPENINGS. MAKE CHANGES IN DIRECTION WITH FITTINGS. WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS. CAP AND/OR PLUG OPEN ENDS OF PIPELINES AND OTHER EQUIPMENT DURING INSTALLATION TO KEEP DIRT OR OTHER FOREIGN MATERIAL OUT OF THE SYSTEM. INSTALL HORIZONTAL PIPING AS HIGH AS POSSIBLE WITHOUT SAGS OR HUMPS. KEEP PIPES CLOSE TO WALLS, PARTIONS, CEIUNGS, OFFSET ONLY WHERE NECESSARY TO FOLLOW WALLS AS DIRECTED. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER. SPACE PIPING AT DISTANCES TO PERMIT APPLYING FULL INSULATION AND TO PERMIT ACCESS FOR SERVICING VALVES. 3.30 CONCEAL ALL PIPING IN BUILDING CONSTRUCTION OR UNDERGROUND IN FINISHED AREAS. THE PIPING INSTALLATION SHALL NOT CAUSE DELAY IN THE WORK OF OTHER TRADES. ALLOW AMPLE TIME FOR TESTS AND APPROVAL. KEEP FIXTURE BRANCHES CONCEALED TO POINTS ABOVE FLOOR CLOSE TO FIXTURES. EXPOSED PIPE SHALL BE CHROME PLATED. INSTALL CHROMIUM PLATED WALL AND CEILING PLATES ON ALL PIPES PASSING THROUGH WALLS, PARTmONS, AND FLOORS WHEREVER PIPING IS EXPOSED IN FINISHED PARTS OF THE BUILDING. 3.31 PROVIDE UNIONS OR FLANGES TO ALLOW REMOVAL OF EACH PIECE TO EQUIPMENT OR CONTROL DEVICE. LOCATE BETWEEN SHUT-OFF AND EQUIPMENT. 3.32 LOCATE PIPE SUPPORT HANGERS SPACED ON STRAIGHT RUNS NOT TO EXCEED 6 FT. FOR SIZES UP TO 1-\" AND NOT TO EXCEED 10 FT. FOR SIZES 2" AND LARGER. 3.33 PROVIDE UNE SIZE VALVES WHERE INDICATED. VALVES IN HORIZONTAL LINES SHALL BE INSTALLED WITH STEMS HORIZONTAL OR ABOVE THE UNE. ISOLATION VALVES SHALL BE INSTALLED IN WATER UNES CONNECTED TO EACH PIECE OF EQUIPMENT AND AT ANY OTHER POINTS INDICATED. 3.34 JOINTS TAPERED THREADS OF SCREW JOINTS SHALL BE PROPERLY CUT. SEAL SCREWS JOINTS WITH AN APPROVED PIPE JOINT COMPOUND OR TAPE APPLIED TO THE PIPE THREADS AND NOT THE FITTING. 3.35 CUT COPPER TUBING SQUARE AND REMOVE BURRS. CLEAN BOTH INSIDE OF FITTINGS AND OUTSIDE OF TUBING WITH STEEL WOOL BEFORE SWEATING. DO NOT ANNEAL FITTINGS AND TUBING WHEN MAKING CONNECTIONS. USE COMPOSITION LEAD FREE SOLDER FOR ALL JOINTS. 3.36 FIXTURE INSTALLATION: PROVIDE ALL HANGERS NECESSARY TO PROPERLY SECURE FIXTURES TO THE TYPE OF CONSTRUCTION USED. COVER ALL FIXTURES WITH MANILLA PAPER. DO NOT REMOVE UNTIL COMPLETION OF THE WORK. INSTALL SUCH GUARDS AND BOXING AS NECESSARY TO PROTECT FIXTURES AGAINST DAMAGE DURING CONSTRUCTION. PROVIDE STOPS ON THE SUPPY PIPING TO EACH FIXTURE WHETHER SPECIFIED OR NOT. PROVIDE UNIONS AT EACH FIXTURE TO PERMIT REMOVAL OF THE FIXTURE FOR REPAIR OR REPLACEMENT. ALL EQUIPMENT SHALL BE MOUNTED IN ACCORDANCE WITH MANUFACTURER'S ROUGH -IN MEASUREMENTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. SEAL WATERTIGHT THE JUNCTURE OF A FIXTURE AND THE FLOOR OR WALL. 3.37 PROVIDE VACUUM BREAKERS AND BACK FLOW PREVENTORS AS NECESSARY TO AVOID WATER BEING DRAWN BACK INTO THE WATER -SUPPLY PIPING. INSTALLATION SHALL BE IN FULL COMPUANCE OF THE REQUIREMENTS OF THE BUILDING DEPARTMENT AND THE LOCAL HEALTH DEPARTMENT. PROVIDE SHOCK ABSORBERS IN THE PIPING SYSTEM AS NECESSARY TO PRECLUDE A WATER HAMMER PROBLEM WITH THE PIPING SYSTEM. 3.38 NOT USED 3.39 PIPE INSULATION: INSULATE ALL HOT, COLD, AND RECIRCULATION PIPING, AS WELL AS ALL FITTINGS AND VALVES, WITH GLASS FIBER INSULATION. NOT REQUIRED FOR RUNOUTS TO FIXTURES, RISERS FEEDING FIXTURES, UNIONS, FLANGES, STRAINERS, FLEXIBLE CONNECTIONS OR EXPANSION JOINTS. APPLY ON PIPING OVER CLEAN AND DRY SURFACES WITH EDGES FIRMLY BUTTED TOGETHER. MAKE CONTINUOUS THROUGH SLEEVES OR OPENINGS IN WALL AND FLOORS. FINISH INSULATION NEATLY AT HANGERS AND SUPPORTS. FOR FITTINGS, PROVIDE ONE COAT CEMENT, PRE -MOLDED GLASS FIBER FITTING COVER AND FINISH WITH GLASS FABRIC EMBEDDED IN FIRE RETARDANT MASTIC. 3.40 NOT USED 3.41 PLUMBING CONTRACTOR SHALL ALLOW FOR INSTALLATION OF VALVES, FITTINGS, TRAPS, AND CONTROLS REQUIRED BETWEEN STUB -OUT POINT AND POINT -OF -CONNECTION ON THE EQUIPMENT. 3.42 NOT USED 3.43 NOT USED 3.44 NOT USED 3.45 NOT USED 3.46 NOT USED 3.47 NOT USED 2.48 ALL VENT UNES SHALL BE SLOPED AWAY FROM CONNECTIONS TO STACK AND TOWARD THE FIXTURE IN ORDER TO PREVENT THE ENTRAPMENT OF FLUIDS IN THE VENT UNE. 3.49 ALL DRAINAGE ONES SHALL BE SLOPED AT A MINIMUM OF 1/4 IN. PER LINEAL FOOT UNLESS OTHERWISE SHOWN OR NOT ALLOWED DUE TO FIELD CONDITIONS. 3.50 PIPE SUPPORTS SHALL BE ADJUSTABLE BAND HANGERS WITH ZINC ELECTROPLATING FOR STEEL PIPE AND COPPER ELECTROPLATING FOR COPPER TUBE. SUPPORT PIPING FROM HANGERS WITH SUP- PORTING RODS. UPPER ATTACHMENTS SHALL BE AS RECOMMENDED BY MANUFACTURER FOR SECURING TO EXISTING STRUCTURE. SUPPORT VERTICAL PIPES WITH APPROVED BRACKETS OR CLAMPS. ROD DIAMETERS PER APPUCABLE CODE. SUPPORT GAS PIPING AT 8ft. INTERVALS WITH HANGERS AND SOLID RODS AT EACH HANGER. ALL PIPE HANGERS SHALL BE INSTALLED TO CONFORM TO LOCAL SEIEMIC REQUIREMENTS. INSULATED PIPING SHALL HAVE INSULATION SHIELD. 3.51 THIS CONTRACTOR SHALL PROVIDE PLUMBING EQUIPMENT, FITTINGS, AND TRIM WHERE SPECIFIED OR AS REQUIRED FOR COMPLETE INSTALLATION. THIS CONTRACTOR SHALL ROUGH -IN AND CONNECT ALL EQUIPMENT INCLUDING EQUIPMENT FURNISHED BY OTHERS. 3.52 SOIL, WASTE, AND VENT SYSTEMS SHALL BE TESTED AT 10 ft. STATIC HEAD 30 min. WITH NO DROP. POTABLE WATER PIPES, VALVES, AND FITTINGS SHALL BE DISINFECTED, AND HYDRO- STATICALLY TESTED AT 100 p.s.i.g. FOR 30 min. WITH NO DROP IN PRESSURE. 3.53 ALL COLD AND HOT WATER SUPPLY ONES SHALL BE RUN CONCEALED ABOVE CEILING AND/OR CONCEALED IN WALLS UNLESS OTHERWISE NOTED. INSTALL ON BUILDING SIDE OF INSULATION AND PROVIDE HEAT TAPE WHERE NECESSARY TO KEEP LINES FROM FREEZING. 3.54 NOT USED 3.55 PIPING SHOWN ON THE DRAWINGS IS DIAGRAMMATICAL AND SHALL BE COORDINATED WITH ACTUAL JOB CONDIONS, WORK OF OTHER TRADES, HEALTH DEPARTMENT, BUILDING DEPARTMENT INSPECTION AUTHORmES. NO ADDMONAL COST WILL BE ALLOWED FOR RELOCATION DUE TO CONFLICTS WITH OTHER TRADES OR LOCAL CODE REQUIREMENTS. 3.56 PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, WHETHER SHOWN OR NOT HEREON. REVIEW ENTIRE INSTALLATION WITH FRESH CHOICE REPRESEN- TATIVE PRIOR TO START OF WORK. GIS REV CODE A Ci BUILD REC CITY OF JUL PERM' 00 WED FOR OMPLIANCE )ROVED 03 2017 of Tukwila NG DIVISION LVED TUKWILA 11 2017 CENTER ABOSSEIN ENGINEERING L.L.0 MECHANICAL - FT.F,CTRICAL 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 2867 SOUTHCENTER MALL TUKWILA, WA 98188 PLUMBING SPECIFICATIONS :n REVISIONS: NO. DESCRIPTION PLAN C ECK 7/20 17 JOB NO.: 217077 DATE: 06/28/2017 2 OF 2