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Permit PG17-0089 - AMERICA'S BEST CONTACT AND EYEGLASSES - UTILITY CONNECTIONS
AMERICA'S BEST CONTACT AND EYEGLASSES 17334 SOUTHCENTER PKWY PGI 7-0089 Parcel No: Address: Project Name: 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 2623049110 17334 SOUTHCENTER PKWY Permit Number: Issue Date: Permit Expires On: AMERICA'S BEST CONTACT AND EYEGLASSES PG 17-0089 9/25/2017 3/24/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KIR TUKWILA 050 LLC 3333 NEW HYDE PARK RD #100 C/O KIMCO REALTY CORP, PO BOX 5020 NEW HYDE PK, IL, 11042 MATT MURRAY 111 W WASHINGTON ST, STE 450 , CHICAGO, IL, 60602 HORIZON RETAIL CONSTRUCTION INC 1500 HORIZON DR, STURTEVANT, WI, 53177 HORIZRC072N5 Phone: (312) 296-1577 Phone: (262) 638-6000 Expiration Date: 4/15/2019 DESCRIPTION OF WORK: PROVIDE UTILITY CONNECTIONS FOR 5 NEW SINKS. REPLACE THE ELECTRIC COOLER AND EACH RESTROOM GROUP Valuation of Work: $5,000.00 Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA Fees Collected: $303.54 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 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: 2 i" �l 1—W1S Date: 1 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 alt residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No:RI 114(6°1 Project No. Date Application Accepted: '1 i )1 Date Application Expires: 11 L (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 17334 Southcenter Pkwy, Tukwila, WA 98188 Suite Number: N/A Floor: Tenant Name: America's Best Contact and Eyeglasses PROPERTY OWNER Name: K..,mco t2eG«j (Axavo.ttw Ert r_e.r) Address: q0 5 fa.CAU(i 0. slit are• )4AAA\ City: \levee State: W,A Zip:91006 CONTACT PERSON — person receiving all project communication Name: Matt Murray Address: 111 W. Washington St. City: Chicago State: IL Zip: 60602 Phone: (312) 296-1577 Fax: (312) 277-1034 Email: mmurray@burnhamnationwide.com 1 New Tenant: ❑ Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No:: Valuation of Project (contractor's bid price): $ 7-- $ 5000 Scope of Work (please provide detailed information): Provide utility connections for five new sinks. Replace the electric water cooler and each restroom group. Building Use (per Int'l Building Code). Mercantile Occupancy (per Intl Building Code): Mercantile Utility Purveyor: Water: King County Water District 125 H:\Applications\Fonns-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Sewer: Valley View Sewer District Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower 0 Dishwasher, domestic with independent drain 0 Shower, single head trap 0 sinks 5 Rain water system — per drain (inside building) 0 Grease interceptor for commercial kitchen (>750 gallon capacity) 0 Each additional medical gas inlets/outlets greater than 5 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 0 Fixture Type Qty Bidet 0 Drinking fountain or water cooler (per head) 1 Lavatory 2 Urinal 0 Water heater and/or vent 0 Repair or alteration of water piping and/or water treatment equipment 0 Backflow protective device 0 other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller 0 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 0 Fixture Type Qty Clothes washer, domestic 0 Food -waste grinder, commercial 0 Wash fountain 0 Water closet 2 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of drainage or vent piping 0 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 0 Gas piping outlets 0 Fixture Type Qty Dental unit, cuspidor 0 Floor drain 0 Receptor, indirect waste 0 Building sewer and each trailer park sewer 0 Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity 0 Medical gas piping system serving 1-5 inlets/outlets for a specific gas 0 Each lawn sprinkler system on any one meter including backflow protection devices 0 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 OVOR TH 1 RIZED AGENT: Signature: Print Name: Matt Murray --1/0/1-7 Mailing Address: 111 W. Washington St. H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Date: 07/11/2017 Day Telephone:(312) 296-1577 Chicago IL 60602 City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,754.54 D17-0194• Address: 17334 SOUTHCENTER PKWY Apn: 2623049110 $2,507.99 Credit Card Fee $73.05 Credit Card Fee R000.369.908.00.00 0.00 $73.05 DEVELOPMENT $2,321.43 PERMIT FEE R000.322.100.00.00 0.00 $2,270.11 PLAN CHECK FEE R000.345.830.00.00 0.00 $46.82 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $113.51 TECHNOLOGY FEE R000.322.900.04.00 0.00 $113.51 PG17-0089 Address: 17334 SOUTHCENTER PKWY Apn: 2623049110 . $246.55 Credit Card Fee $7.18 Credit Card Fee R000.369.908.00.00 0.00 $7.18 PLUMBING $227.97 PERMIT FEE R000.322.100.00.00 0.00 $194.82 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $11.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12410 R000.322.900.04.00 0.00 $11.40 . $2,754.54 Date Paid: Monday, September 25, 2017 Paid By: JUSTIN THOMPSON Pay Method: CREDIT CARD 058965 Printed: Monday, September 25, 2017 10:36 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila ' ! z Receipt Number DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $1,549.35 D17-0194 Address: 17334 SOUTHCENTER PKWY Apn: 2623049110 $1,428.75 DEVELOPMENT• $1,428.75 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,428.75 M17-0102 Address: 17334 SOUTHCENTER PKWY Apn: 2623049110 $63.61 MECHANICAL $63.61 PLAN CHECK FEE R000.322.102.00.00 0.00 $63.61 PG17-0089 Address: 17334 SOUTHCENTER PKWY Apn: 2623049110 $56.99 PLUMBING $56.99 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R11911 0.00 = $56.99 $1,549.35 Date Paid: Friday, July 14, 2017 Paid By: BURNHAM NATIONWIDE Pay Method: CHECK 23330 Printed: Friday, July 14, 2017 10:11 AM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 P47-068? PERMIT NO. DIVISION (206) 431-3670 Project: Type of Inspection: Address: .( .E" , `7339 s®�; ,h y, ' 3' Pi'w1 Date ailed: Special nstructions: Date Wanted: V-7_/8 a.m. p.m. Requester: Phone No: [721 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4,Pri, ,5 /N6- Inspector: N6 - Inspector: ffP-C Date: 3 -7-18 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PCS -1'7 -OO 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: n1146W-0-S $ STc Dr Type of Inspection: Resii *'ll Poi en BiiAG- Address: C -5 5 17'34 512)01-1-C&A/MZ PKvJi Date Called: Special Instructions: Date Wanted: 106-16-17 1 a.m. p.m. Requester: Phone No: 'pproved per applicable codes. E Corrections required prior to approval. COMMENTS: — ROU&f- ,N PL)v //JG - Inspector: Date: 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 Project: m11WAIT 5T &a/7,7erflgr Type of Inspection: if/MJ/0 M I< Address: /7?39 _561 ikwy Date Called: Special Instructions: Date Wanted: /04-17 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: pt{ G&*1/140 1,/99k Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3/1/2018 City of Tukwila Department of Community Development MATT MURRAY 111 W WASHINGTON ST, STE 450 CHICAGO, IL 60602 RE: Permit No. PG 17-0089 AMERICA'S BEST CONTACT AND EYEGLASSES 17334 SOUTHCENTER PKWY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/8/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building. Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/8/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG17-0089 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ?EMT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0089 DATE: 07/17/17 PROJECT NAME: AMERICA'S BEST CONTACT & EYEGLASSES SITE ADDRESS: 17334 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Dtvision Wor- � G IIS Public rks Fire Prevention Structural Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/18/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 08/15/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 HORIZON RETAIL CONST INC Washington State Department of Labor & Industries Page 1 of 3 Home Espanol Contact Search L&I A -Z. Index Safety & Health Claims & Insurance Workplace Rights HORIZON RETAIL CONST INC Owner or tradesperson Principals HENDERSEN, JON E GUSTIN, ROBERT L HENDERSON, JON E JAWORT, DAN, AGENT Doing business as HORIZON RETAIL CONST INC WA UBI No. 601 483 044 1500 HORIZON DRIVE STURTEVANT, WI 53177 262-638-6000 Business type Corporation Governing persons ROBERT L GUSTIN JON E HENDERSEN; PATRICK J CHRISTENSEN; PAT CHRISTENSON; JON E HENDERSEN; ERIC NIEDEFFER; TOM SCHAEFER; DAN SIUDAK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. HORIZRC072N5 Active. Meets current requirements. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601483044&LIC=HORIZRC072N5&.SAW= 9/25/2017 HORIZON RETAIL CONST INC Effective — expiration 08/25/1993— 04/15/2019 Bond HANOVER INS CO Bond account no. 1592447 $12,000.00 Received by L&I Effective date 04/15/2002 04/10/2002 Expiration date Until Canceled Insurance Zurich American Ins Co Policy no. 5919211 $1,000,000.00 Received by L&I Effective date 02/23/2017 03/29/2017 Expiration date 03/29/2018 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. L&I Tax debts Page 2 of 3 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. 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 861,958-00 Account is current. Doing business as HORIZON RETAIL CONSTRUCTION Estimated workers reported Quarter 2 of Year 2017 "4 to 6 Workers" L&I account contact T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes This contractor received a valid strike(s) for violation or infraction for the following L&I law(s). Learn more about contractor strikes. RCW Violation Effective Date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601483044&LIC=HORIZRC072N5&SAW= 9/25/2017 HORIZON RETAIL CONST INC 18.27.200 Description Failure to comply with contractor registration requirements, per RCW 18.27 Contractors not allowed to bid No debarments have been issued against this contractor. 9/24/2009 Page 3 of 3 Workplace safety and health No inspections during the previous 6 year period. © 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=601483044&LIC=HORIZRC072N5&SAW= 9/25/2017 Reception/Dispense 100 f Display ; 101 Contact Lens 102 Supply 113 S-1 WCO-11 0 0 0 lanac�er's Office 110 Waiting 109 Supply 115 Office 114 °l. J W X 0 W Z U W F— X0 W Z Men's Restoom 106 —t W t— X 0 W Z U d- H x0 W Z Women's Restroom 107 Passage 105 Pre -Consult 103 Pre -Consult 104 Consult 111 to Consult 112 2 u " Mechanical 116 i 1 Breakroom 108 C 1 NLAN OR H PLUMBING PLAN - WASTE AND VENT SCALE: 1/4" = 1'-0" 1) 11 /2 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j PLUMBING GENERAL NOTES PLUMBING PLAN NOTES A. THE EXISTING CONDITIONS ARE BASED ON "AS -BUILT" DRAWINGS AND/OR L IMI TED FIELD VERIFICATIONS. THE CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE PROJECT. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ANY EXTRAS DUE TO THE CONTRACTOR 'S FAILURE TO VISI T THE PROJECT SITE AND/OR PREDETERMINATION OF EXISTING' CONDITIONS PRIOR TO SUBMITTING THE BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION. B. THE CONTRACTOR SHALL FAMIL IARIZE HIMSELF WITH THE INCIDENTAL DEMOL I TION WORK PRIOR TO BIDDING' AND COMMENCEMENT OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ALL EXISTING EQUIPMENT AS REQUIRED FOR THE INSTALLATION/CONSTRUCTION OF NEW WORK. C. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENTAL AND LOCAL CODE REQUIREMENTS. D. PROVIDE ACCESS PANELS AS REQUIRED TO ALLOW ACCESS TO VALVES, EQUIPMENT, ETC. L OCA TED ABOVE INACCESSIBLE CEILINGS AND WALL CAVITIES. E. ALL SANI TARY LINES AND PLUMBING FIXTURES ON THE PROJECT SHALL HAVE AN APPROVED MEANS OF SEWAGE BACKFLOW PREVENTION. FIXTURE SPECIFIC BACKFLOW PREVENTION INCLUDING AIR GAPS AND VACUUM BREAKERS ARE AN ACCEPTABLE MEANS OF BACKFLOW PREVENTION. F. COORDINATE ALL SLAB PENETRATIONS WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. MAINTAIN A MINIMUM OF 2" CLEARANCE FROM THE EDGE OF THE SLAB OPENING TO ANY STRUCTURAL MEMBERS AND PIPES. G. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. THE CONTRACTOR SHALL PROVIDE PIPE SIZES EQUAL TO OR GREATER THAN THE SPECIFIED SIZES. THE CONTRACTOR MAY INCREASE PIPE SIZES AS REQUIRED AT NO ADDITIONAL EXPENSE TO THE PROJECT. H. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PLUMBING FIXTURE CONNECTION SIZE REQUIREMENTS. I. THE CONTRACTOR SHALL OBTA IN A COPY OF THE LANDLORD 'S TENANT CRITERIA MANUAL PRIOR TO BIDDING. THE TENANT CRITERIA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THE CONTRACTOR CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE LANDLORD REQUIREMENTS AT NO ADDITIONAL EXPENSE TO THE PROJECT. J. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT THE DURATION OF CONSTRUCTION. RAG WADS, DUCT TAPE, OR OTHER SIMILAR METHODS OF TEMPORARY COVERS SHALL NOT BE UTILIZED. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE SYSTEM BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. K. ALL BELOW GRADE SANI TARY LINES SHALL BE A MINIMUM OF 2" OR IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. L. SANI TARY TEE FITTINGS SHALL NOT BE INSTALLED IN DRAIN, WASTE, AND VENT (DWV) SYSTEMS. M. INSTALL SANI TARY PIPING 2" OR SMALLER AT A SLOPE OF 1/4" PER FOOT AND SANITARY PIPING LARGER THAN 2" AT A SLOPE OF 1/8" PER FOOT. N. ALL HANDICAPPED ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THE WIDE SIDE OF THE HANDICAPPED ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. Pla Ap the of a 1. THIS SPACE IS RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING' SHALL PASS BELOW, ABOVE, OR AROUND ELECTRICAL EQUIPMENT. PROVIDE CODE REQUIRED MINIMUM CLEARANCE ABOVE ELECTRICAL EQUIPMENT ACCESS SPACE. 2. CONNECT THE NEW VENT TO THE EXISTING' VENT SYSTEM TERMINATING THROUGH THE ROOF. FIELD VERIFY THE EXACT SIZE AND LOCATION OF THE EXISTING VENT THROUGH ROOF PRIOR TO SUBMITTING BID AND COMMENCING CONSTRUCTION. 3. CONNECT THE NEW SANI TARY SEWER TO THE EXISTING SANI TARY SEWER OF EQUAL OR GREATER SIZE. FIELD VERIFY THE EXACT LOCATION, SIZE, AND INVERT ELEVATION OF THE EXISTING SANI TARY SEWER PRIOR TO CONSTRUCTION. ADJUST THE NEW SANITARY SEWER AS REQUIRED TO ALLOW FOR CONNECTION TO THE EXISTING SANITARY SEWER SYSTEM. MAINTAIN CODE MINIMUM PIPE SLOPES. 4. EXISTING PLUMBING FIXTURE TO REMAIN. CONTRACTOR SHALL REVIEW CONDITION OF EXISTING FIXTURE AND BRING TO LIKE NEW CONDITION. COORDINATE WITH OWNERS REPRESENTATIVE IF EXISTING FIXTURE NEEDS TO BE REPLACED. FILE COPY Permit No.1\100(6°\ 1 review approval is subject to errors and omissions. proval of construction documents does not authorize violation of any adopted code or ordinance. Receipt proved Field Copy and conditions is acknowledged: By: 9/1".' Date: City of Tukwila BUILDING DIVISION SEPARATE PE ,MIT REQUIRE:.) FOR: 'Mechanical l"Electrical 0 Plumbing Gas Piping City of Tukwila CUil..t?;5 f DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 14 2017 PERMIT CENTER LA GROUP Austin Charlotte New York St. Louis Office: 319 N. Fourth Street St. Louis, MO 63102 p 314-231-5700 f 314-231-0816 Project Team: General Contractor: Project Manager: MEP Engineer: To Be Selected Cushman & Wakefield Contact: Christine Campbell 314.392.2617 Schnackel Engineers, Inc. Contact: Mike IGlgore 402.391.7680 Professional Seal: 06/27/2017 Project Title: 0) {s O) a) W oti U as O U a) m c'j U 0) E 0) C a) CES if) ® Q rr�� VJ �W oo `v TW O) Elm= o_cL5 The Professional Architects seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect. No. Description Date Sheet TIPLAN WASTE AND VENT Project Number: 17903.029 Drawn By: DWG Issue Date: 06/27/2017 Sheet Number: P1 Reception/Dispense 100 Display 101 Contact Lens 102 Pre -Consult 103 NORTH Pre -Consult 104 Manager's Office 110 Waiting 109 Supply 115 a % J 1— x W Z Office 114 U H x0 W Z Men's Restoom 106 J H U O W Z O Z Women's Restroom 107 NOTE2� Consult 111 Consult 112 Passage 105 Rreakroom 108 EX. EWC NOTE 4 3/4 1/2» Mop 117 Mechanical 116 "/NOTEE 1- -1/2" N I j PLUMBING PLAN - WATER SCALE: 1/4" = 1'-0" r. NOTE 3 /2 PLUMBING GENERAL NOTES PLUMBING PLAN NOTES A . THE EXISTING CONDI TIONS ARE BASED ON "AS—BUILT" DRAWINGS AND/OR L IMI TED FIELD VERIFICA TIONS. THE CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDI TIONS Ar NO ADDI TIONAL EXPENSE TO THE PROJECT. NO ADDI TIONAL COMPENSATION WILL BE PROVIDED FOR ANY EXTRAS DUE TO THE CONTRACTOR 'S FA IL URE TO VISI T THE PROJECT SI TE AND/OR PREDETERMINATION OF EXISTING CONDITIONS PRIOR TO SUBMITTING THE BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ARCHI TECT/ENGINEER FOR RESOLUTION. B. THE CONTRACTOR SHALL FAMIL IARIZE HIMSELF WI TH THE INCIDENTAL DEMOL I TION WORK PRIOR TO BIDDING AND COMMENCEMENT OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR DEMOL I TION OF ALL EXISTING EQUIPMENT AS REQUIRED FOR THE INSTALLATION/CONSTRUCTION OF NEW WORK. C. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENTAL AND LOCAL CODE REQUIREMENTS. D. PROVIDE ACCESS PANELS AS REQUIRED TO ALLOW ACCESS TO VAL VES, EQUIPMENT, ETC. LOCA TED ABOVE INACCESSIBLE CE IL INGS AND WALL CAVI TIES. E. ALL SANITARY L INES AND PLUMBING FIXTURES ON THE PROJECT SHALL HAVE AN APPROVED MEANS OF SEWAGE BACKFLOW PREVENTION. FIXTURE SPECIFIC BACKFLOW PREVENTION INCLUDING' A IR GAPS AND VACUUM BREAKERS ARE AN ACCEPTABLE MEANS OF BACKFLOW PREVENTION. F. COORDINATE ALL SLAB PENETRA TIONS WI TH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. MAINTAIN A MINIMUM OF 2" CLEARANCE FROM THE EDGE OF THE SLAB OPENING TO ANY STRUCTURAL MEMBERS AND PIPES. G. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. THE CONTRACTOR SHALL PROVIDE PIPE SIZES EQUAL TO OR GREATER THAN THE SPECIFIED SIZES. THE CONTRACTOR MAY INCREASE PIPE SIZES AS REQUIRED AT NO ADDI TIONAL EXPENSE TO THE PROJECT. H. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PLUMBING FIXTURE CONNECTION SIZE REQUIREMENTS. I. THE CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD'S TENANT CRITERIA MANUAL PRIOR TO BIDDING. THE TENANT CRI TER IA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THE CONTRACTOR CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL YING WI TH THE LANDLORD REQUIREMENTS AT NO ADDI TIONAL EXPENSE TO THE PROJECT. J. ALL HANDICAPPED ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THE WIDE SIDE OF THE HANDICAPPED ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. K. ALL PUBL IC USE LAVATORY FAUCETS SHALL HAVE AN AUTOMATIC SAFETY WATER MIXING DEVICE IN ACCORDANCE WI TH ANSI/ASSE 1017 OR 1070 AS APPL ICABLE. L . THE ENTIRE TENANT SPACE SHALL BE PROVIDED WI TH A COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. COORDINATE THE FIRE SPRINKLER PIPING' AND SPRINKLER HEAD LOCATIONS WI TH ALL TRADES PRIOR TO FABRICA TION OR INSTALLA TION. IF CONFL ICTS OCCUR BETWEEN THE FIRE SPRINKLER PIPING/HEADS AND L IGHTS, DIFFUSERS, DUCTWORK, ETC. , THE FIRE SPRINKLER PIPING/HEADS SHALL BE RELOCATED OR REROUTED AT NO ADDI TIONAL EXPENSE TO THE PROJECT. AN ADEQUATE SUPPLY OF EXTRA PIPING AND FI TTINGS SHALL BE MAINTAINED ON SI TE TO ALLOW FOR FIELD MODIFICATIONS. PERFORM HYDRAULIC CALCULA TIONS AS REQUIRED BY NFPA, LOCAL , STATE CODES, AND THE OWNER 'S INSURANCE AGENCY. APPROVED SHOP DRAWINGS DO NOT PRECLUDE REROUTING IF SO REQUIRED BY THE ARCHI TECT/ENGINEER. 1. THIS SPACE IS RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL PASS BELOW, ABOVE, OR AROUND ELECTRICAL EQUIPMENT. PROVIDE CODE REQUIRED MINIMUM CLEARANCE ABOVE ELECTRICAL EQUIPMENT ACCESS SPACE. 2. CONNECT THE NEW DOMESTIC HOT WATER L INE TO AN EXISTING HOT WATER L INE OF EQUAL OR GREATER SIZE. FIELD VERIFY THE EXACT L OCA TION AND SIZE OF THE EXISTING WATER LINE PRIOR TO CONSTRUCTION. ADJUST THE NEW WATER LAYOUT AS REQUIRED TO ALLOW FOR CONNECTION TO THE EXISTING WATER SYSTEM. 3. CONNECT THE NEW DOMESTIC COLD WATER LINE TO AN EXISTING COLD WATER L INE OF EQUAL OR GREATER SIZE. FIELD VERIFY THE EXACT LOCA TION AND SIZE OF THE EXISTING WATER L INE PRIOR TO CONSTRUCTION. ADJUST THE NEW WATER LA YOUT AS REQUIRED TO ALLOW FOR CONNECTION TO THE EXISTING WATER SYSTEM. EXISTING PLUMBING FIXTURE TO REMAIN. CONTRACTOR SHALL REVIEW CONDI TION OF EXISTING FIXTURE AND BRING TO L IKE NEW CONDI TION. COORDINATE WI TH OWNERS REPRESENTA TI VE IF EXISTING FIXTURE NEEDS TO BE REPLACED. 5. PROVIDE GUARDIAN G 1100 EYESAFE FAUCET—MOUNTED EYEWASH ATTACHMENT AT CONTACT LENS SINK FAUCET. `„ Gdv�p� (i4d5 cuk alK,, d 1/ /*Pie W4i''/ Gtec Psi/ h j/�, e�C `1 P; ` GICCC�f,� % �+ f 4"h p*/a GROUP Austin Charlotte New York St. Louis Office: 319 N. Fourth Street St. Louis, MO 63102 p 314-231-5700 f 314-231-0816 Project Team: General Contractor: Project Manager: MEP Engineer: To Be Selected Cushman & Wakefield Contact: Christine Campbell 314.392.2617 Schnackel Engineers, Inc. Contact: Mike Kilgore 402.391.7680 Professional Seal: 06/27/2017 Project Title: a) 0 cn (I� 0) w 06 U as I` 0 U Co) cts U . 8 m E CES The Professional Architects seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect. No. Description Date REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISI RECEIVED CITY OF TUKWILA JUL 14 2017 PERMIT CENTER P&r7oo 8 N� 800-581-0963 www.schnackelcom Sheet Title: PLUMBING PLAN WATER Project Number: 17903.029 Drawn By: DWG Issue Date: 06/27/2017 Sheet Number: P2 PLUMBING FIXTURE SCHEDULE Mark DESCRIPTION FINAL CONNECTIONS MANUFACTURER MODEL NUMBER HW CW V W S-1 SINK SINGLE BOWL, SELF RIMMING, TWO FAUCET HOLES ON 4" CENTERS, 20 GAUGE STAINLESS STEEL, 15" X 15" X 6" 1/2" 1/2" 1 1/4" 1 1/2" ELKAY: CELEBRITY BCR15 SINK FAUCET 4" CENTERS, SINK MOUNTED, CHROME PLATED, 1.5 GPM, DUAL LEVER HANDLES, SWING SPOUT, ADA COMPLIANT, 2—HOLES AMERICAN STANDARD: 2475.500 SUPPLIES CHROME PLATED ANGLE STOPS WITH LOOSE KEY HANDLE, CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WATER LINES AND VALVES • SINK WASTE POLISHED TYPE 304 STAINLESS STEEL BODY WITH BASKET STRAINER, 1 1/2" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P— TRAP WITH CLEANOUT PLUG, FITS 3 1/2" OPENING, 1 1/2" NICKEL PLATED BRASS TAILPIECE, INSULATE ALL EXPOSED WASTE LINES ELKAY: LK35 S-2 SINK SINGLE BOWL, SELF RIMMING, TWO FAUCET HOLES ON 4" CENTERS, 20 GAUGE STAINLESS STEEL, 25" X 21.25" X 5 3/8" 1/2" 1/2" 1 1/4" 1 1/2" ELKAY: CELEBRITY GECR2521 SINK FAUCET 4" CENTERS, SINK MOUNTED, CHROME PLATED, 1.5 GPM, DUAL LEVER HANDLES, SWING SPOUT, ADA COMPLIANT, 2—HOLES AMERICAN STANDARD: 2475.500 SUPPLIES CHROME PLATED ANGLE STOPS WITH LOOSE KEY HANDLE, CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WATER LINES AND VALVES SINK WASTE POLISHED TYPE 304 STAINLESS STEEL BODY WITH BASKET STRAINER, 1 1/2" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P—TRAP WITH CLEANOUT PLUG, FITS 3 1/2" OPENING, 1 1/2" NICKEL PLATED BRASS TAILPIECE, INSULATE ALL EXPOSED WASTE LINES ELKAY: LK35 SS -1 LAUNDRY TUB ONE COMPARTMENT, #18 GAUGE, STAINLESS STEEL, FLOOR SET SERVICE SINK, TWO HOLES ON 8" CENTERS FOR WALL MOUNTED FAUCET 1/2" 1/2" 1 1/4" 1 1/2" BK RESOURCES: BKBBS-1-18-14 LAUNDRY TUB TRIM CHROME PLATED WALL TYPE FAUCET WITH 8" CENTERS, 8" SPOUT, LEVER HANDLES AMERICAN STANDARD: 7298.252 WASTE DRAIN WITH STOPPER FURNISHED AS STANDARD EQUIPMENT, 1 1/2" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P—TRAP WITH CLEANOUT PLUG, FITS 3 1/2" OPENING, 1 1/2" NICKEL PLATED BRASS TAILPIECE, INSULATE ALL EXPOSED WASTE LINES FCO -1 CLEANOUT — FLOOR COATED CAST IRON BODY, ADJUSTABLE, VANDAL—PROOF FASTENERS, MEDIUM DUTY, ROUND SCORIATED SECURED POLISHED BRONZE FRAME AND COVER WITH ANCHOR FLANGE, WITH "CO" IN COVER, INSTALLED FLUSH WITH FINISHED FLOOR — — — 3" ZURN: ZB1400—VP WCO-1 WALL CLEANOUT COATED CAST IRON CLEANOUT TEE, COUNTERSUNK BRONZE PLUG, ROUND STAINLESS STEEL SECURED ACCESS COVER, STANDARD FASTENERS — — — 2" ZURN: Z1446 * PROVIDE SPECIFIED MODEL OR EQUIVALENT MODEL ER ARRESTOR SIZE AND'' ANUFACTURER'S /CAL). ®WATERREBDR Nis F3 �'' WED FOR COVE COMPLIANCE . APPROVED 113ANITARY RISER DIA J Nis JUL 21 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 14 2017 PERMIT CENTER P&rioo eq 800-581-0963 wwwschnackel.com GROUPLAW Austin Charlotte New York St. Louis Office: 319 N. Fourth Street St. Louis, MO 63102 p 314-231-5700 f 314-231-0816 Project Team: General Contractor: To Be Selected Project Cushman & Wakefield Manager: Contact: Christine Campbell 314.392.2617 MEP Schnackel Engineers, Inc. Engineer: Contact: Mike Kilgore 402.391.7680 Professional Seal: � 917�"`1. Vdti:' r r 4. r?^; 06/27/2017 Project Title: a) cti 0) a) a w 06 CCI0 0 U a) cn ol] 0 E a) a) U 0 U) o0 >2 67:3 Q cts The Professional Architects seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect. No. Description Date Sheet Tltle: PLUMBING SPECIFICATIONS AND RISERS Project Number: 17903.029 Drawn By: DWG Issue Date: 06/27/2017 Sheet Number: P3 INSTALL PER PD/ STANDARDS AND MANUFACTURER'S /NSTRUC77ONS SINGLE FIXTURE PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 1/2" 1-11 B 3/4" 12-32 C 1" 33-60 D 1-1/4" 61-113 E 1-1/2" 114-154 F 2" 155-330 ALL -77 -/READ ROD. LENGTH AS REQUIRED FOR PIPE SLOPE (TYP.) CLEVIS HANGER FOR PIPE OVER FOUR INCHES PROVIDE GAL VAN/ZED STEEL SADDLE FOR ALL INSULATED PIPE LARGER THAN 3/4': VERIFY INSULA 770N THICKNESS WHEN SIZING HANGERS. TOP BEAM C—CLAMP /F STEEL BAR JOIST ADJUSTABLE BAND HANGER FOR P/P/NG FOUR INCHES OR LESS PROVIDE COPPER OR NON—METALLIC COATING WHERE HANGERS CONTACT BARE COPPER WIRE LUTE PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE DO NOT INSTALL HANGER /NS/DE INSULA770N OR OTHERWISE PENETRATE VAPOR BARR/ER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MUL 77PLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE COPPER: 4"=12' 3"=11' 2-1/2"=10' 2"=9' 1-1/2"=8' 1-1/4"=7' 1"=6' 3/4"=6' 1/2"=5: CAST IRON: 10' AND ONE NEAR ALL JOINTS. STEEL: 4"=14' 3"=12' 2-1/2"=11 2"=10' 1-1/2"=9' 1 "=7' 3/4"=6' 1/2"=5: LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN J0/STS /F REQUIRED. LOCA TE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WA TER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY PROVIDE SEISMIC BRACING /F/AS REQUIRED BY LOCAL AUTHORITIES. CHA/NS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE REFER TO CODES FOR FURTHER INFORMA 770N. 2 PIPE INSULATION DETAIL NOT TO SCALE FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 5 -- URINAL 5 -- LAVATORY/SINK 1.5 1.5 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 __ 2 IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UN/TS HOT OR COLD WATER SUPPLY TO FIXTURE UNITS 1 /°ff (44.40 11 TO FIXTURE UNITS • \t r ��\' TO FIXTURE UNITS TO FIXTURE UNITS MULTIPLE FIXTURES PLUMBING CONTRACTOR SHALL PROVIDE WATER HAMMER ARRESTERS BY SIOUX CH/EF, PRECIS/ON PLUMB/NG PRODUCTS, WATTS OR APPROVED EQUIVALENT W/TH PISTON AND 0—RING CONSTRUCTION, HAVING PD/ #WH -201, ASSE #1010 AND ANSI #A112.26.14/1 CER77F/CA 770N. INSTALL IN HORIZONTAL OR VER77CAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECT70N /F POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. WATER HAMMER ARRESTERS NOT TO SCALE 1.01 GENERAL: A. ALL WORK SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF CITY, AND/OR STATE. B. ALL AUTHORITIES HAVING JURISDICTION SHALL BE NOTIFIED AT LEAST THREE WORKING DAYS PRIOR TO COMMENCEMENT OF WORK. C. ALL PIPING SHALL BE ROUTED IN THE SUSPENDED CEILING SPACE UNLESS OTHERWISE INDICATED. ALL PIPING EXPOSED TO VIEW SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO THE UNDERSIDE OF THE STRUCTURAL STEEL. D. EXPOSED PIPING IN FINISHED AREAS SHALL BE CHROME PLATED WITH CHROME—PLATED ESCUTCHEON AT PIPE ENTRY TO FINISHED AREA. E. SLEEVE OR CORE—DRILL FLOOR SLABS, WALLS, ETC. AS REQUIRED FOR PIPING AND FIRE—STOP OPENING AROUND PIPE VERIFY LOCATION OF STRUCTURAL BEAMS, JOISTS, ETC. BEFORE DRILLING. F. ALL OPENINGS IN DRAINAGE AND/OR VENT SYSTEMS AS A RESULT OF INSTALLATION ROUGH IN SHALL BE PROTECTED WITH A TEST PLUG THAT IS SECURELY LOCKED IN PLACE UNTIL FINAL FINISHED CONNECTIONS ARE INSTALLED. G. ALL PIPING SHALL BE CONCEALED IN WALLS AND BEHIND FIXED FURNISHINGS UNLESS OTHERWISE INDICATED. H. WHEREVER FOUNDATION WALLS, OUTSIDE WALLS, ROOF, ETC. ARE PENETRATED FOR INSTALLATION OF SYSTEMS, THEY SHALL BE PATCHED TO MATCH EXISTING CONSTRUCTION AND SEALED WEATHER TIGHT. WORK SHALL BE PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. I. ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION: ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK INCLUDING DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIELECTRIC UNION. J. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. K. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4" PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS. L. PROVIDE A COMPLETE SYSTEM OF COPPER OR STEEL VENT RISERS ABOVE FLOOR. ALL VENTS SHALL BE CARRIED THROUGH THE ROOF WITH FLASHING. M. CONDENSATE AND INDIRECT DRAIN PIPING SHALL BE COPPER. N. PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL WASTE AND DRAINPIPES. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE. 0. HOT AND COLD WATER PIPING SHALL BE TYPE "L" COPPER PIPE ABOVE GRADE AND TYPE "K" COPPER PIPE BELOW GRADE, FITTINGS AS REQUIRED BY LOCAL AUTHORITIES. PROVIDE WATER HAMMER ARRESTORS WADE "SKOKSTOP" MODEL NO. W-5 THROUGH W-100, SIZE AS INDICATED BY MANUFACTURER, WHERE SHOWN ON THE DRAWINGS. INSTALL STOP VALVE IN AN ACCESSIBLE LOCATION IN EACH WATER SUPPLY TO EACH FIXTURE. P. INSULATE ALL HOT AND COLD WATER PIPING BOTH VERTICALLY AND HORIZONTALLY, IN,CEILING, BELOW ALL HANDICAPPED FIXTURES AND CONCEALED IN WALLS COMPLETELY. PROVIDE 1" PREFORMED FIBERGLASS ASJ—VB, FLAME SPREAD 25, SMOKE DEVELOPED 50, ASTM C-547. Q. PIPING ROUTED IN EXTERIOR WALLS SHALL BE ROUTED ON WINTER WARM SIDE OF BUILDING WALL INSULATION. R. ACCESS PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES, VALVES,'ETC. ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY—IN SUSPENDED` CEILINGS, ACCESS PANELS ARE NOT REQUIRED. S. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. T. PROVIDE A COMPLETE NATURAL GAS PIPING SYSTEM AS NOTED ON THE DRAWINGS. PIPE AND FITTINGS SHALL BE AS REQUIRED BY LOCAL AUTHORITIES. PROVIDE ALL UNIONS, SHUT—OFF VALVES, AND DIRT LEGS REQUIRED BY`NFPA-54 AND GOVERNING LOCAL CODES. PROVIDE ALL TEST, METERS, INSPECTIONS, HANGERS AND EQUIPMENT CONNECTION REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. PAINT PIPING ON,A ROOF WITH TWO COATS OF RUST RESISTANT OUTDOOR PAINT. U. THE DOMESTIC WATER SYSTEM, DRAINAGE SYSTEMS, AND GAS PIPING SYSTEM SHALL BE FLUSHED AND PRESSURE TESTED. THE DOMESTIC WATER SYSTEM SHALL BE PURIFIED. V. DRAINAGE PIPING UNDERGROUND SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS. W. DRAINAGE PIPING INSIDE THE BUILDING SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS. X. ALL FLOOR DRAINS SHALL BE CONNECTED TO THE SANITARY. SEWER SYSTEM. GROUP Austin Charlotte New York St. Louis Office: 319 N. Fourth Street St. Louis, MO 63102 p 314-231-5700 f 314-231-0816 Project Team: General Contractor: Project Manager: MEP Engineer: To Be Selected Cushman & Wakefield Contact: Christine Campbell 314.392.2617 Schnackel Engineers, Inc. Contact: Mike Kilgore 402.391.7680 Professional Seal: 06/27/2017 Project Title: 0=- ctf 1 -) E. O Q (/) co ca> Q cts The Professional Architects seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility far such plans, drawings or documents not exhibiting this seal. This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect. No. Description Date CC BI REVIEWED FOR DE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila JII 11ING DIVISION Schnackel 800-581-0963 wwwschnackel.com Sheet Title: PLUMBING DETAILS Project Number: 17903.029 Drawn By: DWG Issue Date: 06/27/2017 Sheet Number: P4 S Y �AI P L U M' B I N G SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SANITARY DRAIN ABOVEGROUND -el QIP CLEAN OUT LO WC WATER CLOSET (TANK TYPE) SANITARY DRAIN BELOWGROUND O GRADE CLEAN OUT - - �Co WC WATER CLOSET (FLUSH VALVE) - -- --- VENT LINE N.I.T.C. NOT IN THIS CONTRACT ACID WASTE VTR VENT THROUGH ROOF D UR URINAL —AW— -Av.- - - ACID VENT j- VACUUM BREAKER E. LAV LAVATORY ---v40--- WASTE ANESTHESIA GAS DISPOSAL BALL VALVE 1><1 S— STORM DRAIN ABOVEGROUND= GLOBE VALVE KS KITCHEN SINK STORM DRAIN BELOWGROUND ' — N.J — CHECK VALVE s SS SERVICE SINK COLD WATER (CW)r.)p', d5 PRESSURE REGULATING VALVE (PRV) DISTILLED WATER DS— ® CSS CLINIC SERVICE SINK DW— DRINKING WATER PRESSURE RELIEF VALVE p II CS CLASSROOM SINK -DW----- DRINKING WATER CIRCULATING STOP AND WASTE VALVE DT4 -- HOT HOT WATER (HW) STOP AND -WASTE VALVE (IN RISE) p DF DRINKING FOUNTAIN — — HOT WATER CIRCULATING (WC) MIXING VALVE CR] r EWC ELECTRIC WATER COOLER HOT WATER 180° —CD— GAS COCK —180° -1800-- - HOT WATER CIRCULATING 180° FIRE ALARM VALVE (SPRINKLER) kj SH SHOWER HEAD TEMPERED WATER T M BT BATH TUB -T----- TEMPERED WATER CIRCULATING COLD WEATHER VALVE (SPRINKLER) --E— FIRE LINE WATER MOTOR ALARM (SPRINKLER) F b —SM— SPRINKLER MAIN BRANCH FINFIB HOSE BIBB FHCFIRE HOSE CABINET SPRINKLER BRANCH HEADS l-IWH WALL HYDRANT -'-- . G GAS LINE 'q FH FIRE HYDRANT F-1 SPECIAL FIXTURE NUMBER COMPRESSED AIR LINE Q MH MANHOLE > COLUMN NUMBER A v VACUUM LINE C:-.1SW STREET WASHER n PLUMBING RISER NUMBER OXYGEN LINE + r=r) VALVE IN RISE —OX— PNEUMATIC TUBE EXPANSION JOINT ----PN---- —0 COLD SOFT WATER -CS--- -HS---- HOT SOFT WATER ®D-1 DRAIN AND: MARK REC-EIVE/D -HS----- HOT SOFT WATER CIRCULATING Qo RD ROOF DRAIN CITY Or TUr� it I L F° -*- UNION 0 D DOWN SPOUT STRAINER V.C.P. VITRIFIED 'CLAY PIPE JUL 14 2017 l— AUTOMATIC BALANCING VALVE C.I. CAST IRON RUNNING TRAP LE. INVERT ELEVATION PERMIT CENTER C— GROUP Austin Charlotte New York St. Louis Office: 319 N. Fourth Street St. Louis, MO 63102 p 314-231-5700 f 314-231-0816 Project Team: General Contractor: Project Manager: MEP Engineer: To Be Selected Cushman & Wakefield Contact: Christine Campbell 314.392.2617 Schnackel Engineers, Inc. Contact: Mike Kilgore 402.391.7680 Professional Seal: 06/27/2017 Project Title: 0=- ctf 1 -) E. O Q (/) co ca> Q cts The Professional Architects seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility far such plans, drawings or documents not exhibiting this seal. This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect. No. Description Date CC BI REVIEWED FOR DE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila JII 11ING DIVISION Schnackel 800-581-0963 wwwschnackel.com Sheet Title: PLUMBING DETAILS Project Number: 17903.029 Drawn By: DWG Issue Date: 06/27/2017 Sheet Number: P4 PART 1 - lIcAERAL 1. SUMMARY A. Provide complete, approved sprinkler system as specified, including, but not limited to, the following: 1. Sprinkler service connections to existing piping terminating above floor in sprinkler valve rooms with o/l required valves, devices, connections, etc. 2. Sprinkler valves, hangers, connections, test connections, drain connections, alarm check valves, f/ow switches, etc 3. Complete interior sprinkler system of the wet type as indicated. 4. Include coverage for a/l canopies, awnings, vestibule overhangs, etc. as required by NFPA 13. 5. Identification, diagrams, and signs. 6. Cutting and patching. 7. All other requirements of a complete sprinkler installation. 8. Furnish all permits of a special nature required by local and state authority. • 2. IN GENERAL A. The naming of manufacturers in the Specifications shall not be construed as eliminating the materia/s, products, or services of other manufacturers and suppliers having approved equivalent items. B. The substitutions of materials or products other than those named in the Specifications are subject to prior approval of the Engineer granted in writing. C. •The Subcontractor shall furnish and install wet pipe automatic sprinkler systems of first quality in every and all respects, together with the necessary pipe, fittings, hangers and other apparatus as hereinafter enumerated and/or indicated. D. All sprinkler piping must be substantially supported from building structure and only approved type hangers shall be used. Sprinkler lines under ducts shall not be supported from ductwork or roof deck, but shall be supported from bui/ding structure with trapeze hangers where necessary. No fire sprinkler piping may be attached to Epic Deck or any metal roof decking. Suspend from structural steel only. E. Sprinkler equipment shall be completed and placed in service during non -attended hours in all areas. Every effort shall be made to provide sprinkler protection before combustible contents are moved into the building. Sprinkler Subcontractor shall plan his work with Owner's representative to determine which system will be required first. F. All work specified shall be done in a first c/ass and workmanlike manner, complete in every respect and when completed shall conform to the present standards of the National Fire Protection Association, Pamphlet #13 and to al/ requirements of the inspection agency of the owner's insurance company, to oil local and state inspection agencies and to the requirements of the local utility. Pressure tests to be 200 psi or as required by inspection authorities, but not less than 200 psi. G. The Sprinkler Subcontractor shat/ obtain the approval of local officials on system design and completed installation. 3. DEFINITIONS A. Pipe sizes used in this Specification B. Other definitions for fire protection Standards 13, 14, and 24. C. Working P/ans as used in this section (including drawings and calculations) requirements contained in NFPA 13 for authority.having jurisdiction. are Nominal Pipe size systems are listed in NFPA means those documents prepared pursuant to the obtaining approval of the 4. SYSTEM DESCRIPTION A. Fire protection system is a "Wet Pipe" system employing automatic sprinklers attached to a piping system containing water and connected to a water supp/y so that water discharges immediately from sprinklers opened by fire. Wet standpipes are to be provided as required by local building codes. 5. SUBMITTALS A. Product Data for each type sprinkler head, valve, piping specialty, fire protection specialty, fire department connection and standpipe cabinet specified. B. Shop Drawings prepared in accordance with NFPA 13 identified as "Working Plans," including hydraulic calculations that have been approved by the authority having jurisdiction. 1. The Subcontractor shall before commencing installation of his work obtain all necessary insurance or inspection agency approvals and then send one sepia and one copy of approved drawings to the Architect for his review. 2. Shop drawings must be legible sepias of clear, sharp tracings, prepared at scale of 1/8" = 1'-0" and must show along with piping, sprinklers, ductwork, etc., construction and occupancy of each area, inc/uding ceiling and roof heights. 3. Calculations shall be based on NFPA requirements for mercantile occupancy. 4. Shop drawings shall be prepared using for reference all of the architectural, structural, mechanical, plumbing, and electrical drawings. 5. The placement of sprinklers and the routing of al/ exposed piping are subject to the review and approval of both the Engineer and the Architect for proper coordination and aesthetics. Pipe routing in exposed areas may require rerouting for architectural reasons, at no additional cost to the Owner. C. Maintenance Data for each type sprinkler head, valve, piping specialty, fire protection specialty, fire department connection, hose and rack, and hose cabinet specified, for inclusion in D. E. operating and maintenance manual specified in Division 1 and Division -15 Section "Basic mechanical Requirements." Welders, qua/ification certificates. Test Reports and Certificates inc/uding "Contractor's Material & Test Certificate for Above -ground Piping" and "Contractor's Material & Test Certificate for Underground Piping" as described in NFPA 13. 6. QUALITY ASSURANCE A. Subcontractor's Qualifications: Installation and alterations of fire protection piping, equipment, specialties, and accessories, and repair and servicing of equipment shall be performed on/y by o qualified installer employed by the subcontractor. The term qualified means experienced in such work (experienced shall mean having a minimum of 5 previous projects similar in size and scope to this project), familiar. with oil precautions required, and has complied with all the requirements of the authority having jurisdiction. Upon request, submit evidence of such qualifications to the Architect. Refer to Division -1 Section: "Definitions and Standards", for definitions for "Instal lers." B. Qualifications for We/ding Processes and Operators: Comply with the requirements of AWS D10.9, Specifications for Qualifications of Welding Procedures and Welders for Piping and Tubing, Level AR - 3. C. Regulatory Requirements: Comply with the requirements of the following codes: 1. NFPA 13 - Standard for the Instal lotion of Sprinkler Systems. 2. UL Compliance: Fire protection system materials and components shall be Underwriter's Laboratories listed and labeled, and approved for the application anticipated. 3. Current Uniform Building Code and Uniform Fire Code as they app/y to covered ma/l buildings. 7. SEQUENCING AND SCHEDULING A. Schedule rough -in installations with installations of other building components as directed by the Construction Manager. 8. EXTRA MATERIALS A. Valve Wrenches: Furnish to Owner, 3 valve wrenches for each type of sprinkler head instal/ed. B. Sprinkler Heads and Cabinets: Furnish 12 extra sprinkler heads of each style inc/uded in the project. Furnish each sty/e with its own sprinkler head cabinet and special wrenches as specified in this Section. PART 2 - PRODUCTS 1. MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide fire protection system products from one of the fol/owing: 1. Grooved Mechanical Couplings: a. Stockham b. Victau/ic Company of America 2. Sprinkler Heads: a. Automatic Sprinkler Corp of Americo. b. Tyco c. Reliable Automatic sprinkler Co., Inc. d. Star Sprinkler Corp. e. Viking Corp. 2. PIPE AND TUBING MATERIALS A. Genera/: Refer to Part 3 Article "PIPE APPLICATIONS" for identification of systems where the below specified pipe and fitting materials are used. B. Stee/ Pipe (2 inches and smaller): ASTM A 120, Schedule 40, E.R.W., black steel pipe, plain ends. C. Steel Pipe (2-1/2 inches and larger): ASTM A53 or ABS, Schedule 10, E.R.W., black steel pipe, plain or roll grooved ends. D. The use of threaded "thinwall " pipe will not be acceptable. E. The use of schedule 40 black steel pipe 2" and smaller with roll grooved connections on gridded systems is acceptable. 3. FITTINGS A. Cast -Iron Threaded Fittings: ANSI B16.4, Class 125, standard pattern, for threaded joints. Threads shall conform to ANSI B1.20. 1. B. Malleable -Iron Threaded Fittings: ANSI B16.3, Class 300, standard pattern, for threaded joints. Threads shall conform to ANSI 81.20.1. C. Stee/ Fittings: ASTM A 234, seamless or welded, for welded joints. D. Grooved Mechan i ca / Fittings: ASTM A 536, Grade 65-45-12 duct i le iron; ASTM A 47 Grade 32510 malleab/e iron; or ASTM A53, Type F or Types E or 5, Grade B fabricated steel fittings with grooves or shoulders designed to accept grooved end couplings. E. Grooved Mechanical Couplings: Consist of ductile or malleab/e iron housing, a synthetic rubber gasket of a centra/ cavity pressure -responsive design; with nuts, bolts, locking pin, locking toggle, or lugs to secure roll grooved pipe and fittings. F. Cast -Iron Threaded Flanges: ANSI 816. 1, Class 125; raised ground face, bolt ho/es spot faced. 4. JOINING MATERIALS A. Welding Materia/s: Comp/y, with section II, Part C, ASME Boiler and Pressure Vessel Code for welding material appropriate for the wall thickness and chemical analysis of the pipe being welded. 1. Brazing Filler Metals: AWS A5.8, Classification BAg! (s//ver). 2. Solder F//ler Meta/s: ASTM B 32, 95-5 Tin Antinomy. B. Gasket Materia/s: Thickness, material, and type suitable for fluid to be hand/ed, and design temperatures and pressures. 5. AUTOMATIC SPRINKLERS A. B. finishes: Sprinkler Heads: Fusib/e link type or glass bulb type, and style as required by the application. Unless otherwise indicated, provide heads with nominal 1/2 -inch discharge orifice, for "Ordinary" temperature range. Sprinkler Head Finishes: Provide heads with the fo/lowing 1. Sprinklers for the proposed equipment shall be of the approved bronze and chrome upright and pendent; bronze and chrome flush and semi -recessed; and lead coated upright type, and shall be distributed throughout the building as required. 2. Sprinklers in suspended acoustical tile and gypsum drywall ceilings in service/exit corridors or office areas shall be approved semi -recessed pendent type, chrome plated with escutcheon of 1" maximum depth with supply piping concea/ed above ceiling. 3. Sprinklers within existing spaces with fire sprinkler coverage shall match existing sprink/ers in color, K factor, temperature, and sty/e. PART 3 -EXECUTION 1. EXAMINATION A. B. Examine rough in for sprinkler system piping and equipment to verify actual locations of piping and equipment prior to insta/ /at ion. Examine walls for suitable conditions where cabinets are to be instal led.' C. Do not proceed until unsatisfactory conditions have been corrected. 2. PIPE APPL ICA TIONS A. Use most economical combination of the following materials meeting all requirements. Alternate piping materials may be submitted for approval, subject to prior written approval by the Local F/re Marshall. 1. Install Schedule 40 steel pipe with threaded joints and fittings for 2 inch and smaller. 2. Install Schedule 10 steel pipe with roll -grooved ends and grooved mechanical couplings for 2 1/2 inch and larger. 3. PIPING INSTALLATIONS A. B. C. D. E. F. Locations and Arrangements: Drawings (plans, schematics, and diagrams) indicate the general location and arrangement of piping systems. So far as practical, install piping as indicated. 1. The Subcontractor shall make no changes in installation from layout as shown on approved working drawings which may be requested by any Inspection Bureau or Insurance Association unless such change is specifically approved by the Engineer. Any changes made other than as above stated are at the Subcontractor's own expense and responsibility. Install sprinkler piping to provide for complete system drainage in accordance with NFPA 13. Use approved fittings to make al/ changes in direction, branch takeoffs from mains, and reductions in pipe sizes. Install unions in pipes 2 inch and smaller, adjacent to each valve. Unions are not required on flanged devices or in piping installations using grooved mechanical couplings. Hangers and Supports: Comply with the requirements of NFPA 13 and NFPA 14. Hanger and support spacing and locations for piping joined with grooved mechanical couplings shall be in accordance with the grooved mechanical coupling manufacturer's written instructions, for rigid systems. Provide protection from damage where subject to earthquake in accordance with NFPA 13. Install pressure gage on the riser or feed main at or near each test connection. Provide gage with a connection not less than 1/4 inch and having a soft meta/ seated globe valve, arranged for draining pipe between gage and valve. Install gages to permit removal, and where they will not be subject to freezing. 4. PIPE JOINT CONSTRUCTION A. B. Welded Joints: AWS D10.9, Level AR -3. Threaded Joints: conform to ANSI 51.20. 1, tapered pipe threads for field cut threads. Join pipe, fittings, and valves as fol lows. 1. Note the internal length of threads in fittings or valve ends, and proximity of internal seat or wall, to determine how far pipe should be threaded into joint. 2. Align threads at point of assembly. 3. Apply appropriate tope or thread compound to the externa/ pipe threads. 4. Assemb/e joint to appropriate thread depth. When using a wrench on valves p/ace the wrench on the valve end into which the pipe is being threaded. 5. Damaged Threads: Do not use pipe with threads that are corroded or damaged. If a we/d opens during cutting or threading operations, that portion of pipe shall not be used. C. Mechanical Grooved Joints: Cut or roll grooves on pipe ends dimensionally compatible with the couplings. D. End Treatment: After cutting pipe lengths, remove burrs and fins from pipe ends. 5. SPRINKLER HEAD INSTALLA TIONS A. Use proper tools to prevent damage during installations. 6. FIELD QUALITY CONTROL A. Flush, test, and inspect sprinkler piping systems in accordance with NFPA 13 requirements. B. Flush, test, and inspect standpipe systems in accordance with NFPA 14 requirements. C. Replace piping system components, which do not pass the test procedures, specified, and retest repaired portion of the system. 7. FLUSHING CONNECTIONS A. Provide flushing connections in cross -mains as specified in NFPA 13, latest edition. 8. PIPING THROUGH WALLS AND FLOORS A. Sleeves shall be set in place for all pipes passing through floors and walls. B. In the event Sprinkler Subcontractor fai/s to set s/eeves for passage of piping through floors and wal /s, he shat / pay the Construction Manager to cut and install them.., C. Al! hangers and hanger components shat l be approved type. 9. FREIGHT & HAULING A. Deliver materials to job site and unload and stack in location designated by the owner's representative. 10. LEAK DAMAGE A. This Subcontract shall be responsible during the installation and testing periods of the sprinkler system for any damage to the work of others, to the building, its contents, etc., caused by leaks in any equipment, by unplugged or disconnected pipes, fittings, etc. or by overflow, and shall pay for necessary replacements or repair to work of others, building, store fixtures, or merchandise damaged by such leakage. 11. GUARANTEE A. At the completion of the work under this sprinkler contractor, this Subcontractor shall furnish, in writing, to the owner, a guarantee stating that all equipment, materials and work performed are in full accordance with the Plans and Specifications. B. This Subcontractor shall also furnish to the owner a written guarantee (in triplicate) that al/ equipment, materials and work performed under this contract, and any subsequent change orders thereto, are fully guaranteed for one year from dote of final acceptance, and that any equipment, materials or workmanship which may prove defective within that time will be replaced at no cost to the owner. 12. MORE OR LESS SPRINKLERS A. The Sprinkler Subcontractor shall state price in the bid for more or less sprinklers than the total number of sprinkler heads as shown on the working drawings. This price shall include a/l necessary heads, piping, fittings, and labor per head and shall state price for installation of each type of sprinkler used job. 13. ACCEPTANCE A. Before offering system for acceptance, the Subcontractor shall furnish written proof that it is entirely satisfactory to the Inspection Agency, governmental bodies having jurisdiction and the local water utility. 14. CUTTING & PATCHING A. Chases, openings, recesses, etc. in new construction shall be provided where so indicated by the Subcontractors in construction at the locations involved. Subcontractors shall furnish information as to size, location, etc. and shat / provide and set in place al/ boxes, sleeves, inserts, forms, etc. 8. If he fails to provide the required data in time for openings to be /eft, or if he fails to set boxes, sleeves, inserts, forms, etc., Construction manager shall do required cutting. C. Openings shall be accurately located, neat/y cut and no larger than necessary. D. The Subcontractor shall do rebuilding, patching, refinishing and painting required to restore construction to original condition before cutting, as approved by the Architect, using skilled craftsmen. 15. INSPECTOR'S TESTING A. Inspector's test connections, consisting of 1" piping, /" Globe valve, and 1/2" special discharge nozzle, shall be provided and connected to the systems at required points. The subcontractor to consult with Construction Manager s superintendent on the job to determine exact locations of Inspector's test connections and locations of discharge piping. Piping downstream of test valves shall be galvanized. 16. SUBSTITUTIONS A. If the Subcontractor makes any substitutions of equipment or materials from that specified he shall be responsible for any required changes in drawings and responsible for any changes and cost caused by changes to other contracts involved. END OF SECTION GROUP Austin Charlotte New York St. Louis Office: 319 N. Fourth Street St. Louis, MO 63102 p 314-231-5700 f 314-231-0616 Project Team: General Contractor: Project Manager: MEP Engineer: To Be Selected Cushman & Wakefield Contact: Christine Campbell 314.392.2617 Schnackel Engineers, Inc. Contact: Mike !agora 402.391.7680 Professional Seal: 06/27/2017 Project Title: to Cn as c,) LU o a) CCS C U Tr) CairN (1) aS • C� E The Professional Architects seal affixed to this sheet .... •, applies only to the material and items shown on this~ sheet. All drawings, instruments or other documentnot exhibiting this seal shall not be considered prepared' by this architect, and this architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. This drawing and details on it are the sole property of :he architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole nr part, or for any other purpose or project without the written consent of the architect. REVIEWED FOR CODE COM DLIANCF kwiI Description Date APPROVED JUL 21 City of TL 2017 BUILDING GIVI. IQn1 RECEIVED CITY OF TUKWILA JUL `1.4 2017 PERMIT CENTER Sch lel 800-581-0963 www.schnackeicam Sheet Tlt!e: FIRE SPRINKLER SPECIFICATIONS Project Number: 17903.029 Drawn By: DWG Issue Date: 06/27/2017 Sheet Number: P5