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HomeMy WebLinkAboutPermit PG17-0148 - AAA WASHINGTON - BATH, BREAKROOM AND MOP SINKSAAA WASHINGTON 17250 SOUTHCENTER PKWY SUITE 112 PGI 7-0148 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 7888920020 Permit Number: PG17-0148 17250 SOUTHCENTER PKWY 112 Issue Date: 12/4/2017 Permit Expires On: 6/2/2018 Project Name: AAA WASHINGTON Owner: Name: Address: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE, WA, 98006 Contact Person: Name: BRIAN LARSON Address: Contractor: Name: Address: License No: Lender: Name: Address: 2400 NW 80 ST #286 , SEATTLE, WA, 98117 LOYAL MECHANICAL INC 6747 15 AVE NW , SEATTLE, WA, 98117 LOYALMI1410K !I/ Phone: (206) 510-4373 Phone: (206) 789-8029 Expiration Date: 1/7/2019 DESCRIPTION OF WORK: ADD 1/2 BATH, BREAKROOM SINK AND MOP SINK Valuation of Work: $10,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $259.23 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: 2017 2017 2017 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: Date: 121(1 Print Name: J e..,/,.ek1i(c( Q 1 H. D L LJ 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 TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov bl�t-02S' Plumbing/Gas Permit No. �G 1` 013i g Project No. Date Application Accepted: I1-7 1 Application ._ lication Exp ires: V -. ist (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 King Co Assessor's Tax No.: i BS & 9 2Do zL Site Address: 1 -7 ZSO Sou-•rH CENTER. P10w1 Tenant Name: A A A TRA t_ Suite Number: PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON - person receiving all project communication Name: g RUjN L. LA RSotJ Addr1yoo Nut, g �� Sl- * 28G City: $-BATTLE State: WA Zigvrac „ 1 I1 Phonefo 1'13021 Fax: 2bt, 78q SI1S Email briana�pi°neer plus konq . I %z Floor: New Tenant: ® Yes ❑ ..No PLUMBING CONTRACTOR INFORMATION Company Name: [-o M£GNANI CA L1 14 e_ YAC- Address: .2_,I 0 NW, $031N S} Z86 City: State: Zip: $EA'77'LG. WA X8117 Phone:24CD .89 86Z1 Fax: -z06 7ri $Il 5— ContrRegoyALMZ 141 0 K Exp Date: 1 _ 1,zoi9 Tukwila Business License No.: 61+5 69 9 7 4. 3 9 Valuation of Project (contractor's bid price): $ 10, 00 O °0 Scope of Work (please provide detailed information): AUD 1/2 dA -rt.{ , Bt2EjK /Loom 5INIL No mop SINK. Building Use (per Int') Building Code). Occupancy (per Int'! Building Code): Utility Purveyor: Water Sewer H:\Applications\Forms-Applications On Line1201 I Applications\Plumbing Permit Application Revised 8-9-11 :does Revised: August 2011 bh 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 Dishwasher, domestic with independent drain ' Shower, single head trap Sinks ` Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) 2— Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) I7 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) S Lavatory Urinal ` Water heater and/or vent Repair or alteration of drainage or vent piping 2— Repair Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller I7 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial I 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 I7 Fixture Type Qty Dental unit, cuspidor Floor drain I 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 I7 PERMIT APPLICATION NOTES 7 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. BUILDINGWNER OR AUTHORIZED AGENT: Signatur Print Name: R (AN) L Ln2So,d Mailing Address:1-4{0O Nw, SO/Li. . , ft H:\Applications\Forms-Applications On Line \2011 Applications \Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Date: Day Telephone: City WA 111Ii7-11Yt State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $259.23 PG17-0148 Address: 17250 SOUTHCENTER PKWY 112 Apn: 7888920020 $259.23 PLUMBING $249.26 PERMIT FEE R000.322.100.00.00 0.00 $166.26 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $49.85 TECHNOLOGY FEE $9.97 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12838 R000.322.900.04.00 0.00 $9.97 $259.23 Date Paid: Tuesday, November 21, 2017 Paid By: LOYAL MECHANICAL INC Pay Method: CHECK 22718 Printed: Tuesday, November 21, 2017 10:44 AM 1 of 1 CSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit PC1r7-0146' PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: AM `rJliS/>rms-7 1 Type of Inspection: PLUM 804, Fi'i .. Address: ) 72 rot,T fcWITA POO/ Date Called: 1'12,, Special Instructions: Date Wanted: I -2-1-18 p.m: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: &i< pLU 'Ado `NG- Z -- Inspector: Date:/-Z%-/� 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 P6-17-00,16 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: TR) pL.6. /'E Tl 1 L Type of Inspection: Address: /7256 5011 VJmR PAW Date Called: Special Instructions: PLO wk(3041— g0 Pare ima T ,41-0 f /350g0 Date Wanted: //-22 _/7 a.m. p.m. Requester: Phone No: lipApproved per applicable codes. L3 Corrections required prior to approval. COMMENTS: e v :vv wo%'rz Of{ -1/4/0x4 7=Lonla f'L.v14/1/11C4- P4)01/131 N& / OO �/V Inspector: Date: `REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0148 DATE: 11/21/17 PROJECT NAME: AAA WASHINGTON SITE ADDRESS: 17250 SOUTHCENTER PKWY - SUITE 112 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Wit. Ii -20H7 Building Division El - 3-Ij k Public Wor s Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/23/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/21/17 Approved Corrections Required ❑ Approved with Conditions der ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: iznanois Non -Residential Sewelyse Certification Sewage Treatment Capacity Charge To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type 172,5"U 6nu-t4CQuick Pew'/ Property Street Address `( u( WA City State AA A Owner's Name l� Z so 50q-rmr co -t&/2 NI -w/ Owner's Mailing Address —144 14-14)N City qx) oa ZIP Ira State 4(81'8$ ZIP Owner's Phone.Number including Area Code Property Contact Phone Number including Area Code Party to be Billed (if different from owner) Address City State ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 II "L Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 22, Sink, other (service) 3 1.5 13 1.1 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 a 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units 20 RCE La King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Subdivision Name Subdiv. # Block # Building Name (if applicable) City or Sewer District Date of Connection Side Sewer Permit # Lot # Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? ❑ Yes ❑ No Was structure on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) RECEIVED CITY OF TUKWILA Type of Facility/Process: Estimated Wastewater Discharge: U 2 1 2017 Gallons/days Residential Customer EquivalenitAMT CENTER 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 RCE C. Total Residential Customer Equivalents: (add A & B) A +B 0 /Ls Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516. I understand that the information given is correct. 1 understand that the capacity charge leviied will be based on this information. I understand that any deviation may result in a revised capacity charge. Signature of Owner/Representative 6, 0Date Q 1 /24/21)1-1 Print Name of Owner/Representative 132 tAl.J L. L-og-S 4A.1 1610_6969w_nonres_sewer_cap_chg_1058.indd White - King County Yellow - Local Sewer Agency . Pink - Sewer Customer (Rev. 10/16) 3+202 LOYAL MECHANICAL INC Page 1 of 3 Hoene Espanol Contact [Search I18,1t� A -'Z index Help Safety & Health Claims & Insurance Workplace Rights Washington State Department of )Labor & Industries LOYAL MECHANICAL INC Owner or tradesperson Principals LARSON, BRIAN L, MEMBER LARSON, SONIA K, SECRETARY (End: 06/27/2000) Doing business as LOYAL MECHANICAL INC WA UBI No. 600 636 538 6747 15TH AVE NW SEATTLE, WA 98117 206-789-8029 KING County Business type Corporation Governing persons BRIAN L LARSON SONIA LARSON; 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. LOYALMI141 OK Effective — expiration 09/12/1986— 01/07/2019 Bond RLI INS CO Bond account no. SRS1017122 $12,000.00 Received by L&I Effective date 11/30/2009 11/25/2009 Cancelation date 12/12/2017 Insurance Federated Mutual Ins Co $1,000,000.00 Policy no. 9159246 Received by L&I Effective date 09/22/2017 09/19/2017 Expiration date 09/19/2019 Insurance history Savings No savings accounts during the previous 6 year period. My LACI Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600636538&LIC=LOYALMI141 OK&SAW= 12/1/2017 SION 15000 - MECHANICAL TION 15001 - BASIC MECHANICAL REQUIREMENTS GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15000. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. TION 15002 - GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR TENANT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE TENANT PROJECT MANAGER, AS REQUIRED. 2. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS PANELS FOR SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. TION 15003 - CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY TENANT TO THE CONTRACTOR. TION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES THIS CONTRACTORAND PAY FOR ALL LICENSES, PERMITS, 1. SHALL OBTAIN LICE SE EMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. 2. FURNISH TO TENANT'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. TION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY TENANT'S PROJECT MANAGER THROUGH PRIOR SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT'S PROJECT MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR TENANT'S PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF GENERAL CONTRACTOR AND THE SUB -CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. TION 15006 - GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY TENANT'S PROJECT MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. TION 15007 - RECORD DRAWINGS THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: 1. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE DELIVERED TO TENANT'S PROJECT MANAGER. TION 15008 - DISCREPANCIES IN DOCUMENTS 1. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. SECTION 15009 DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND TENANT PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND TENANT. SECTION 15010 - CUTTING AND PATCHING 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SPECIFICATION. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE LANDLORD AND ARCHITECT OR ENGINEER. 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE ARCHITECT AND TENANT'S PROJECT MANAGER. 3. EXISTING- UTILITIES, ETC. THAT ARE DAMAGED DURING THE CONSTRUCTION PERIOD, WHETHER OR NOT DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND LEFT IN A CONDITION SUITABLE TO THE LANDLORD AND TENANT'S PROJECT MANAGER. SECTION 15011 - SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. SECTION 15012 - HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C -CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED. DIVISION 15300 - FIRE PROTECTION (IF APPLICABLE) SECTION 15301 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE , NFPA-13, LOCAL CODES, AND LANDLORD'S CRITERIA. 2. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. 3. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS. 4. PERMITS, FEES, INSPECTIONS AND CHARGES. - 5. TESTS AND TEST CERTIFICATES. IT IS INTENDED THAT THE CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. B. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. SECTION 15302 - MATERIALS A. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE NEW U.L., F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GRINNELL, RELIABLE, STAR, OR VIKING. 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165T UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. 3. VERIFY HEAD TYPES AND COLORS WITH TENANT AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY TENANT AND THE LOCAL FIRE PROTECTION OFFICIAL BEFORE INSTALLATION. B. PIPING: 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH OTHER TRADES. E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN AND INCLUDE ALL COSTS TO RAISE OR RELOCATE EXISTING PIPING TO OBTAIN CEILING HEIGHTS SHOWN ON DRAWINGS. IN NEW CONSTRUCTION THE LANDLORD MAY PROVIDE ONLY A STUB -IN TO THE SPACE. THE CONTRACTOR SHALL CONNECT AND EXTEND NEW PIPING AS REQUIRED. VERIFY ALL REQUIREMENTS PRIOR TO BID. F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR TENANT'S INSURANCE CARRIER. G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THEM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AND AUTHORITIES HAVING JURISDICTION. DIVISION 15400 - PLUMBING SECTION 15401 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING WATER SUPPLY AND DRAIN LINES AND MAKE PROPER CONNECTIONS, THERETO, INCLUDING VENTS. 2. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL DIMENSIONS AT THE SITE. 3. ALL VALVES, CLEANOUTS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. SECTION 15402 MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND CRANE ARE CONSIDERED ACCEPTABLE AS EQUALS. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. B. SANITARY PIPING 1. CAST IRON PIPE (BELOW GRADE): ASTM A74 SERVICE WEIGHT, FITTINGS: CAST IRON, JOINTS: HUB -AND -SPIGOT, COMPRESSION TYPE WITH NEOPRENE GASKETS OR LEAD AND OAKUM. 2. CAST IRON PIPE (ABOVE GRADE): CISPI 301, HUBLESS FITTINGS: CAST IRON, JOINTS: NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIE ABS PIPE (BELOW GRADE): ASTM D2661, FITTINGS: ABS, JOINTS: SOLVENT WELD. PVC PIPE (BELOW GRADE): ASTM D2665, FITTINGS: PVC, JOINTS: SOLVENT WELD WITH SOLVENT CEMENT. E ABOVE ADE): ASTM B88 TYPE "L", HARD TEMPER ONLY. EXCEPT THESE MATERIALS SHALL NOT BE USED TO RECEIVE THE WASTES FROM URINALS NOR WASTES FROM WATER CLOSETS IN BATTERY, FITTINGS: CAST BRONZE, OR WROUGHT COPPER, JOINTS: SOLDER, GRADE 50B. 6. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. 7. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES OF TENANTS IN SPACES BELOW, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. 8. INTERIOR CQNDENSATE PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBE WITH 95-5 TIN -ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. EXTERIOR CONDENSATE PIPING MAY BE SCHEDULE 40 PVC PIPING WITH SOLVENT WELDED FITTINGS IF APPROVED FOR USE BY THE LANDLORD. C. POTABLE WATER PIPING 1. COPPER TUBING (BELOW GRADE): ASTM B88, TYPE "K" SOFT COPPER, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, INTS: B R BRAZE. . COPPER TUBING (ABOVE - • i - . B88, TYPE "L" HARD DRAWN WITH SWEAT JOINTS, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: : UP S BRA D. PIPI t • % VILAR METALS MUST BE DI -ELECTRICALLY SEPARATED. E. INSULATE ALL HOT WATER, COLD WATER AND INTERIOR CONDENSATE PIPING ITH 1" THICK (K=0.23 ® 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. OWENS-CORNING OR EQUAL. F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W WHITE , HANDI LAV GUARD" INSULATION KIT TO COMPLY WITH ADA REQUIREMENTS. G. INSTALL AIR CHAMBER SHOCK ABSORBERS IN BOTH HOT AND COLD LINES OF PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. SIOUX CHIEF 650 SERIES ALL STAINLESS STEEL, OR EQUAL. J.R. SMITH "HYDROTROLS", INSTALLED IN AN UPRIGHT POSITION. H. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. I. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING INSTALLED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. J. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. K. CLEAN -OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. ALL FLOOR DRAINS SHALL HAVE DEEP SEAL TRAPS. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS. L. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. M. LEAKAGE TESTS SHALL BE PER LOCAL CODES. N. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE AND INCLUDE ALL COSTS IN BID. 0. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. P. GAS PIPING 1. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER. 3. PROVIDE A GAS COCK, PRESSURE REGULATOR (IF REQUIRED) DIRT LEG, UNION CONNECTION, TO EACH PIECE OF EQUIPMENT. 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. 5. GAS PIPING EXPOSED ON ROOF MUST BE PRIMED AND PAINTED WITH RUST -INHIBITING PAINT. 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND APPLICABLE NFPA 54 CODES. 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. 8. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION OF GAS METER AND REGULATOR COSTS IN BID. DIVISION 15500 - HEATING, VENTILATING, AIR CONDITIONING SECTION 15501 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE HVAC SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. (4) EXISTING ROOFTOP UNITS, (3) NEW EXHAUST FANS, NEW TRANSFER FAN, SUPPLY, RETURN AND EXHAUST DUCTWORK WITH ALL CONTROLS AND ACCESSORIES SPECIFIED. 2. THE AIR DEVICES AS NOTED ON THE PLANS SHALL BE PURCHASED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, RECEIVING, VERIFYING QUANTITIES AND INSPECTING FOR DAMAGE AND FILING OF ANY CLAIM FORMS. REFER TO RESPONSIBILITY SCHEDULE AND AIR DEVICE SCHEDULE ON PLANS. 3. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL DIMENSIONS AT THE SITE. 4. ALL VALVES, DAMPERS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. SECTION 15502 - MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. B. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. 2. INSTALL TURNING VANES IN ALL RIGHT ANGLE ELBOWS IN ALL DUCTS. 3. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 4. ALL JOINTS AND SEAMS SHALL BE SEALED WITH UNITED MCGILL DUCT SEALER OR EQUAL. 4.A. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS -EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4.B. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR DISTRIBUTION EQUIPMENT. 5. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IN LARGER THAN CONNECTED DEVICE SMOOTH DUCT TRANSITIONS SHALL BE INSTALLED JUST PRIOR TO DEVICE CONNECTION. C. MEDIUM PRESSURE DUCT 1. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING OF 4 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK SHALL BE MADE WITH "LO -LOSS" SADDLE TEE TAPS BY UNITED MCGILL CORP., OR AS OTHERWISE REQUIRED BY THE LANDLORD. 4. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL MEDIUM PRESSURE DUCTWORK MUST BE WRAPPED INSULATION, NOT LINED. D. FLEXIBLE COLLARS AT EQUIPMENT SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT AND DUCTS OR CASINGS. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. E. FLEXIBLE AIR DUCT AT AIR DEVICES SHALL BE MIN. R-5 INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS. F. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. G. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. FIRE DAMPERS SHALL BE UL LABELED. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 165 F FUSIBLE LINK, TYPE B, AS MINIMUM. H. DUCTWORK INSULATION 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 3. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. 4. ALL SUPPLY AIR DUCTWORK IN UNCONDITIONED/INDIRECTLY CONDITIONED SPACE (INCLUDING CONCEALED DIFFUSER BACKS) SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK, 1-1/2 LB. DENSITY (R=4.8) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. 5. ALL SUPPLY AIR DUCTWORK IN DIRECTLY CONDITIONED SPACE: NONE REQUIRED. 6. RETURN DUCTS (WITHIN 3' OF FIRST CHANGE IN DUCT DIRECTION) : FLEXIBLE GLASS FIBER DUCT LINER: 1/2 INCH THICK 7. ALL ROUND, MEDIUM PRESSURE AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 2" THICK, 1 LB. DENSITY (R=6.0) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. REVISIONS r ----No changes shall be made to the scope Of work without prior approval of Tial{,,fila Building Division. 1 NnT.-: E: revisions will require a new plan submittal i and may include additional plan review fees. SE .A7 '5 E PERMIT .I01_3iRED FOR: Qt"ochanical W iectrical 0 Plumbing 2/Gas Piping City of Tukwila BUILDING DIVISION L. TESTING, ADJUSTING, AND BALANCING 1. CONTRACTOR SHALL BALANCE, ADJUST & TEST EQUIPMENT TO PROVIDE DESIGN AIR QUANTITIES AND ASSURE PROPER OPERATION OF SYSTEMS. CONTRACTOR SHALL SUBMIT COPIES OF BALANCE/TEST REPORT TO OWNER FOR REVIEW PRIOR TO COMPLETION OF PROJECT. IF A CERTIFIED TEST AND BALANCE REPORT IS REQUIRED BY LANDLORD, CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH LANDLORD AND LOCAL AUTHORITY HAVING JURISDICTION, CONTRACT DIRECTLY WITH AN APPROVED TESTING AND BALANCING AGENCY, AND PROVIDE COMPLETE REPORT TO OWNER AND LANDLORD. 2. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION THE BALANCE REPORT SHALL BE ON THE AABC NATIONAL STANDARD REPORT FORMS OR THE NEBB CERTIFIED REPORT FORMS AS PUBLISHED IN THEIR MOST CURRENT EDITIONS AND SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: 2.A. MBC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. 2.8. COPY OF A CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS FOR THIS PROJECT. 2.C. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. 2.D. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. 2.E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. 2.F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. 2.G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AND VOLUMES SHALL BE MEASURED AT FULL COOLING WITH MINIMUM OUTSIDE AIR. RETURN/RELIEF/SMOKE EVACUATION AIRFLOW SHALL BE BALANCED AND MEASUREMENTS RECORDED BY PITOT DUCT TRAVERSE AT FULL ECONOMIZER AND POWER EXHAUST. 2.H. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. 2.1. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). 2.J. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. ALSO INDICATE IF DIFFUSER IS 3 -WAY OR 2 -WAY. 2.K. FINAL BALANCED GPM AT -ALL UNITS FOR CHILLED/HOT/CONDENSER WATER WHEN APPLICABLE. 2.L. CHILLED/HOT/CONDENSER ENTERING AND LEAVING WATER TEMPERATURES WHEN APPLICABLE. 2.M. PRESSURE DROP THROUGH COILS AND CONTROL VALVES WHEN APPLICABLE. 3. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE TEST AND BALANCE A MINIMUM OF TWO WEEKS PRIOR TO THE REQUIRED DATE AFTER RETURNING TABC'S "START UP CHECK LIST". ALL WORK SHALL BE COMPLETED PRIOR TO SCHEDULING AIR BALANCE. IN ADDITION, THE BALANCE CONTRACTOR WILL INSPECT AND PREPARE A FINAL PUNCH LIST. THE HVAC CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP PRIOR TO TENANT'S FINAL WALK THRU AND BEFORE FINAL PAYMENT WILL BE MADE. 4. FOUR COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED TO TENANT AND FOUR COPIES TO THE LANDLORD FOR APPROVAL. 5. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: 5.A. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE ACTIONS. 5.B. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. 5.C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD -DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 5.D. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING PLUMBING CODE. FILE COPY Permit r ©. P f 7� 0P-15 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: Date: 2--aVA/ zo t City of Tukwila BUILDING DIVISION CODE COMPLIANCE REVIEWED FOR APPROVED C`ty of Tukwila NOV3Q2017 ALT lifAe s ukvv is BUILOINC # SIOt RECEIVED CITY OF TUKWILA NOV 21 2017 PERMIT CENTER GP ON MI DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 Las DEVELOPMENT DRAWINGS PLOT DATE: N w o W W 0 Lu }: Q W m ei Z Z Y w 0 0 (L9 ow o a N M (1) z <t 0 0 0 Z z o m Q Cz�U = Q D LL W 0- LI - 0 x REFER TO SHEET M3.0 FOR PIPING MATERIAL SPECIFICATIONS PLUMBING/PIPING ELBOW DOWN PLUMBING PIPE CAP DOMESTIC COLD WATER - O TEE, OUTLET DOWN DOMESTIC HOT WATER - - DOMESTIC RECIRCULATING HOT WATER FLEXIBLE CONNECTION - - - CHECK VALVE 1V SANITARY VENT - ABOVE GRADE D4 — STRAINER W/BLOWDOWN VALVE AND CAP SANITARY WASTE - BELOW GRADE eil— — e CONTROL VALVE, 2 -WAY D"W AUTOMATIC SANITARY WASTE - ABOVE GRADE THERMOSTATIC MIXING VALVE el VACUUM BREAKER PRESSURE RELIEF/SAFETY VALVE WI (SETTING AS NOTED, PSI) STORM DRAIN - BELOW GRADE DRAIN VALVE �.•■••■. Idt BALL VALVE STORM DRAIN - ABOVE GRADE BUTTERFLY SD GLOBE ANGLE -+ REDUCED PRESSURE ZONE FIRE PROTECTION VALVE — PLUMBING/PIPING ELBOW DOWN 0 PIPE CAP ^ ELBOW UP TEE, OUTLET UP O TEE, OUTLET DOWN - I CONNECTION, BOTTOM CONNECTION, TOP FLEXIBLE CONNECTION CHECK VALVE 1V SHUTOFF VALVE D4 PLUG VALVE STRAINER W/BLOWDOWN VALVE AND CAP N Al PRESSURE REDUCING VALVE (SETTING AS NOTED, PSI) CONTROL VALVE, 2 -WAY D"W AUTOMATIC THERMOSTATIC MIXING VALVE el VACUUM BREAKER PRESSURE RELIEF/SAFETY VALVE WI (SETTING AS NOTED, PSI) DRAIN VALVE Idt BALL VALVE r VALVE BUTTERFLY VALVE GLOBE ANGLE -+ REDUCED PRESSURE ZONE BACKFLOW PREVENTER VALVE DoQ GLOBE al GAS PRESSURE REGULATOR VALVE FLOW DIRECTION PIPE UNION PIPE FLANGE ---II-- PUMP 0 S PRESSURE GAUGE W/ PIGTAIL & PETCOCK THERMOMETER 10 PRESSURE/TEMPERATURE TEST PORT is SHOCK ABSORBER I ELBOW TEE e FLOOR DRAIN e FLOOR SINK WH +I— WALL HYDRANT HB +I— HOSE BIBB FLOOR CLEANOUT GRADE CLEANOUT ;11; WALL CLEANOUT -i CLEANOUT GAS COCK VALVE -"ver- 0 ROOF DRAIN 0 POINT OF CONNECTION, NEW TO EXISTING 4 POINT OF DISCONNECTION GENERAL NOTES: A. CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL REQUIREMENTS OF THE PROJECT AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND. THIS SHALL BE DONE PRIOR TO BID TO PREVENT UNKNOWN ADDITIONAL COSTS TO THE OWNER. B. THE WORK SHALL BE EXECUTED IN STRICT CONFORMITY WITH BASE BUILDING SPECIFICATION AND WITH THE LATEST EDITION OF THE PREVAILING STATE PLUMBING AND BUILDING CODES AND ALL LOCAL REGULATIONS THAT MAY APPLY. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY. C. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE PROCEEDING WITH INSTALLATION. D. ANY CHANGES AND OR UPGRADE TO TENANT'S EXISTING PLUMBING SYSTEMS SHALL COMPLY WITH ALL CODES AND MALL CRITERIA. EXISTING SYSTEMS SHALL POSSES THE CAPACITY TO HANDLE ANY ALL CHANGES IN LOAD. E. BEFORE CORE DRILLING OR CHANNELING THE FLOOR SLAB, THE CONTRACTOR SHALL X-RAY (OR USE GROUND PENETRATING RADAR) THE AREA UNDER CONSTRUCTION FOR PIPES, CONDUIT, ETC. HIDDEN WITHIN OR BELOW THE SLAB. ANY DAMAGE TO EXISTING TO REMAIN SERVICES TO BE REPAIRED AT CONTRACTOR EXPENSE. F. COORDINATE WITH PROPERTY MANAGEMENT PRIOR TO REMOVAL OF ALL EXISTING FLOOR SLAB AND THE CONNECTION BETWEEN NEW AND EXISTING SERVICES. G. REFER TO THE ARCHITECTURAL DRAWINGS FOR WALL ELEVATIONS FOR MOUNTING HEIGHTS FOR ALL PLUMBING FIXTURES. H. ALL SHUTOFF VALVES SHALL BE ACCESSIBLE. DO NOT LOCATED ANY VALVES ABOVE DUCTWORK, ELECTRICAL CONDUIT, CABLE TRAYS OR PIPING THAT WOULD MAKE THE VALVES INACCESSIBLE OR UNABLE TO VISUAL SEE THE VALVES LOCATION. LOCATE THE BRANCH SHUTOFF VALVES AS CLOSE AS POSSIBLE TO THE BRANCH CONNECTION TO THE MAIN SERVICE WHILE MAINTAINING THE VALVE ACCESSIBILITY. ABOVE CEILING VALVES TO BE LOCATED NEAR CEILING ACCESS PANELS. 1. THE PLUMBING CONTRACTOR TO PROVIDE ALL PIPING, SINK TAILPIECES, SINK DRAIN FITTINGS, AND ALL OTHER MISC FITTINGS AS REQUIRED. J. PROVIDE DEEP SEAL P -TRAP FOR ALL FLOOR DRAINS. K. PROVIDE ADDITIONAL FLOOR CLEANOUTS OR WALL CLEANOUTS AS DIRECTED BY THE ADMINISTRATIVE AUTHORITY. L. INSTALL BALL VALVES ON ALL BRANCH SUPPLY LINES. M. INSULATE ALL EXPOSED PIPING UNDER CABINETS AND LAVATORY SINKS. PLUMBING PLAN NOTES Oj EXTEND NEW PIPING OF SIZE SHOWN ON RISER DIAGRAM AND CONNECT TO EXISTING MIN. 3/4" WATER LINE - VERIFY SIZE AND LOCATION IN FIELD. PROVIDE SHUT-OFF VALVE AT CONNECTION. O2 EXTEND VENT PIPING OF SIZE SHOWN ON RISER DIAGRAM AND CONNECT TO EXISTING MIN. 2" VENT PIPING. VERIFY EXACT LOCATION IN FIELD. O3 EXTEND NEW SANITARY PIPING OF SIZE SHOWN ON RISER DIAGRAM AND CONNECT TO MIN. 4" SANITARY PIPING BELOW FLOOR. VERIFY EXACT CONNECTION LOCATION, INVERT AND DIRECTION OF FLOW IN FIELD. O4 NEW WATER HEATER ON PLATFORM ABOVE KITCHEN SINK. SEE DETAIL FOR ADDITIONAL REQUIREMENTS. NEW INSTANTANEOUS WATER HEATER BELOW LAVATORY - INSTALL SO AS NOT TO IMPEDE ON ADA CLEARANCE. O6 PROVIDE WATTS MODEL LFUSG-B (OR APPROVED EQUAL) THERMOSTATIC MIXING VALVE WITH ASSE 1070 LISTING. O7 EXISTING TOILET ROOM FIXTURES AND EQUIPMENT TO REMAIN. VERIFY REQUIREMENTS IN FIELD. REFURBISH EXISTING FIXTURES AS REQUIRED TO BRING TO 'LIKE -NEW' CONDITION. AT A MINIMUM THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PROVIDE NEW WAX RING, FLUSH VALVES, TANK FLAPPER, ETC FOR WATER CLOSEETS. PROVIDE ADA PIPE INSULATION KIT, REFURBISH FAUCET VALVES, ETC FOR LAVATORIES. SERVICE EXISTING INSTANTANEOUS WATER HEATERS. VERIFY OPERATION OF ALL FIXTURES AND EQUIPMENT PRIOR TO REUSE. I I I I ///////�/////1,J n P F4 L_ R J PF9 FD -1 ♦til ill l 174r 1� 'i►t� ►< WH -2 ____a 110a t•111111>•111/1•B111 1! 1 1 I 1 i! i I PLUMBING PLAN 1/4- = P&l7 o,q� REVIEWED FOR CODE COMPLIANCE PPROVED NOV 3 0 2011 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 21 2017 PERMIT CENTER DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 ui co N (n z_ 0 z W 2 0 O W W 0 0 N O N PLOT DATE: ti c ce Q o W W O r m } Q w m 0 o Z Z Y w O 0 o CEI •.� a) N M O VACUUM RELIEF BY P.C. GATE/BALL VALVE BY P.C. (TYP.) c CW 3/4" DRAIN VALVE BY P.C. PLATFORM ABOVE TOILET ROOM. 3/4" -K4-0 rJ r HEAT TRAP (TYP) INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. UNION BY P.C. (TYP.) 3/4" T & P RELIEF VALVE BY P.C. WATER HEATER 2" WIDE, 20 GA. SHEET METAL BAND, SECURE TO WALL FOR SEISMIC BRACING WHERE REQUIRED BY CODE. GALV. DRIP PAN BY P.C. i TEMPERED WATER THERMOSTATIC MIXING VALVE EPARATE 3/4" DRAINS — DISCHARGE TO AN APPROVED LOCATION WATER HEATER DETAIL NOT TO SCALE HOT WATER PF10 DOMESTIC WATER RISER DIAGRAM NOT TO SCALE COLD WATER NOTE: SET TEMPERED WATER TEMPERATURE TO 110 DEG F MAX. THERMOSTATIC IV NOT TO SCALE IXING VALVE DETAIL PF4 PF10 te Ir TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal...and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shll be direct] to the water supply and shall beccessible for maintenance (2015 UPC 1005.0, 1006.0 & 1007.0) WASTE AND VENT 0 RISER DIAGRAM NOT TO SCALE CODE COMPLIANCE frrt Ka ki 2017 City of Tukwila DING DIVISION ELECTRIC WATER HEATER SCHEDULE TAG MANUFACTURER MODEL NO. KW VOLTS NOTES WH -1 AO SMITH DEL -6 1.5 SEE ELEC 6 GALLON WH -2 CHRONOMITE SR -15L 1.8 120/1/60 INSTANTANEOUS TYPE PLUMBING FIXTURE SCHEDULE EQIO UIIP QTY DESCRIPTION INDIRECT WAE WASTE VENT CW HW NOTES PF2 1 LAVATORY — 1-1/2" 1-1/2" 1/2" 1/2" -- PF4 1 DUAL HEIGHT DRINKING FOUNTAIN — 1-1/2" 1-1/2" 1/2" — RELOCATE EXISTING FIXTURE PF6 1 BREAK ROOM SINK — 1-1/2" 1-1/2" 1/2" 1/2" Wm INSTRUCTIONSDISPOSER INSTALLED PER PF9 1 WATER CLOSET — 3" 2" 1/2" — 1.6 GALLONS PER FLUSH PF10 1 MOP SINK — 2" 1-1/2" 1/2" 1/2" FAUCET TO HAVE INTEGRAL VACUUM BREAKER PF1 1 1 DISHWASHER — 1" — — 1 /2" CONNECT DISHWASHER WASTE TO SINK TAIL PIECE PER MANUFACTURER INSTRUCTIONS SEE ARCHITECTURAL SHEET A4.0 FOR FIXTURE SPECIFICATIONS AND ADDITIONAL INFORMATION PLUMBING FIXTURE SCHEDULE CITY OF TUKWILA MARK TYPE MANUFACTURE AND MODEL NUMBER W V CW HW REMARKS NOV 21 ail PERMIT CENTER FD -1 FLOOR DRAIN JOSAM MODEL 32100 AS SHOWN AS SHOWN COATED CAST IRON, 2—PIECE BODY WITH DOUBLE DRAINAGE FLANGE, FLASHING COLLAR WEEP HOLES W/ SEDIMENT BUCKET, AND DEEP SEAL TRAP FCO FLOOR CLEANOUT JOSAM MODEL # 55000-0 NOTE: EQUAL BY WADE, J.R. SMITH, OR ZURN ARE ACCEPTABLE AS SHOWN ADJUSTABLE WITH NICKEL BRONZE TOP 0 DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 tri cri GV M co rn cos M d) = N N U) RAi U) 0 z_ o I� N O Z N W 2 0 0 w w 0 PLOT DATE: ti w co o W W w co m Q co w Z Z Y LU U U) 0 0 Cc)