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Home My WebLink AboutPermit PG18-0056 - BEN BRIDGE JEWELERS - NEW ADA RESTROOM, 1 LAB SINK, 1 MOP SINK, 1 JEWELERS SINKThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG 18-0056 BEN BRIDGE JEWELERS 81 SOUTHCENTER MALL THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION Brief Explanatory Description StatutelRule Personal Information — The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 2 DR2 Financial Information — RCW 42.56.230(4 5) account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 42.56.230(5) Personal Information — Driver's License. RCW Redactions contain information used to prove RCW DR3 — identity, age, residential address, social security 42.56.230 (7a 42.56.230 (7a & c) number or other personal information required to apply for a driver's license or identicard. & c) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged 5.60.060(2)(a); RCW 42.56.070(1) communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. 42.56.070(1) BEN BRIDGE JEWELERS 81 SOUTHCENTER MALL PGI 8-0056 Parcel No: Address: 4 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: httD://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 9202470130 81 SOUTHCENTER MALL Project Name: BEN BRIDGE JEWELERS Permit Number: PG18-0056 Issue Date: 4/25/2018 Permit Expires On: 10/22/2018 Owner: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 Contact Person: Name: JOHN KILDARE Address: 10914 32 ST E , EDGEWOOD, WA, 98372 Contractor: Name: PLUMBING EXPRESS INC Address: PO BOX 2226 , SUMNER, WA, 98390 License No: PLUMBEI98600 Lender: Name: Address: /I! Phone: (253) 255-1828 Phone: (253) 826-4621 Expiration Date: 9/20/2018 DESCRIPTION OF WORK: NEW ADA RESTROOM, 1 LAB SINK, 1 MOP SINK, 1 JEWELERS SINK Valuation of Work: $25,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $267.01 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: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-466: WA State Energy Code: 2017 2017 2017 2015 Date: 1-t'- —{ 1 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. 1/ Print Na `-ITakvl__ /ti, I eictre Date: 41-23--/ 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 0 o 8005 ROUGH -IN PLUMBING CITY OF TUKWI Community Development epartment Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.Tukw ilaW A. gov Plumbing/ Gas Permit Na. 1)We- OO ' Project No. Date Appticetiatt Date A p use, 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 Address: O i $ a ,A..n 4-e ni 'Q✓` pick.) 1 Tenant Name: ,$e✓►. !7(' i Q L 1-44.).)<,/ tr 5 PROPERTY OWNER R Name. 37 K 1 cici, rL 1 Name: W E j"T '' K.I Pi, ei41 Phone -2 as"s— 1 R2 9Fax: A.CC3 90cf 931% Address: Po 130x isoq 10 Tukwila Business License No.: City:c,r l s k State:6 4„ Zip:9g013 CONTACT PERSON— person teceivi• nig1? communication Name. 37 K 1 cici, rL Address: `a C+1 ci 3 Zi` (L S --- City: /g uNka D State: W Zipgg3 7. Phone -2 as"s— 1 R2 9Fax: A.CC3 90cf 931% Email: 041 LI, T King Co Assessor's Tax No.: 5,2Z.0,2 `t 70 Suite Number: Floor: New Tenant: ❑ Yes .. No PLUMBING CONTRAC OR INFORMATION Company Name: ' fh) v .l Vr€15 /at L Address: /091 1 1 3 2. /.,(,_ E city:Leb r.,Aioa j State 14 ZN,jg7-Z Phone:2S3 ? S S tea Fax: ,z5.-3 FO 4 8380 Contr Reg No.:,`vim j7ct 984, o S xp Date: ,1/2„,/a Tukwila Business License No.: Valuation of Project (contractor's bid price): $0/5/750 0. Scope of Work (please provide detailed information): en c...J A'L a eoej o a wl % L4 6 le— i mot e -- Mop s#k & / u S.vt/& Building Use (per Int'1 Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Sewer: H:Wpplications\Porms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or, piping outlets being installed and the quantit))ow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain l Shower, single head trap 1 Sinks 3 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) I t. drainage or vent piping Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) !�C" Lavatory 1 Water closet Urinal Water heater and/or vent I Repair or alteration of water piping and/or water treatment equipment drainage or vent piping I Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial !�C" Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of 1 Each lawn sprinkler system on any one meter including backflow protection devices drainage or vent piping II Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 1 !�C" Receptor, indirect waste( Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no 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). 1 HEREBY CERTIFY THAT 1 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 OVYE$ ORS/ AGENT: Signature. Date: Y— /3 Print Name: 1f d k r cic1T c-- Day Telephone: g -S 3 % LC? Mailing Address: CQ Cl / Y 3 2'1 6 5`(- e G� r u 71G► v (A.94- City State H:\Applications\Forms-Applications On Line 2011 Applications\Plumbing Permit Application Revised 8-9-1 1.docx Revised: August 2011 bh Zip Page 2 of 2 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 138.71 D18-0042 Address: 81 SOUTHCENTER MALL Apn: 9202470130 69.87 Credit Card Fee $2,04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 PG18-0056 Address: 81 SOUTHCENTER MALL Apn: 9202470130 68.83 Credit Card Fee $2.00 Credit Card Fee R000.369.908.00.00 0.00 $2.00 PLUMBING $66.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R14476 R000.345.830.00.00 1.00 $66.83 $138.70 Date Paid: Monday, May 14, 2018 Paid By: MICHAEL W READING Pay Method: CREDIT CARD 063412 Printed: Monday, May 14, 2018 9:34 AM 1 of 1 CRWSYSTEMS Per'mitTRAK DESCRIPTIONS Cash Register Receipt City of Tukwila ACCOUNT PG18-0056 Address: 81 SOUTHCENTER MALL Apn: 9202470130 QUANTITY PAID Credit Card Fee $7.78 Credit Card Fee R000.369.908.00.00 0.00 $7.78 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: R14252 R000.322.900.04.00 0.00 $9.97 $267.01 Date Paid: Friday, April 13, 2018 Paid By: PLUMBING EXPRESS INC Pay Method: CREDIT CARD 04579G Printed: Friday, April 13, 2018 2:43 PM 1 of 1 RSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT Na CITY OF TUKWILA BUILDING DIVISION W413 -0054 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-36 Pr oject: q_.6 ‘ t ridgc T of Inspection: i, F'ilkakt, Address: 81 Stuiive.cir..- M44 -1. - Date Called: Special Instructions: Date Wanted: a.m. P.m. Requester: Phone No: EJApproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector' Date: 7 -12 ri 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. PERMJT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431-3670 P ' c : il 76'16e j7coz if/7) Type of In pection: A dress: V . 1 0 1- CrA (fI'LAY r V974 / Date Cal ed: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: A pproved per applicable codes. Corrections required prior to approval. COMMENTS: (91— k carr\xl I 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 %1S-005-6 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P I% Tyinspection: w►pY f Mreslawril-Ce44-1 . Special Instructions: Date Wanted: -7 (a.m.1 n. Requester: Phone No: EiApproved per applicable codes. COMMENTS: ,Corrections required prior to approval. pku41,121r6 eea� k 5 F; Na c *r /41isoi/3 I 4-rrtt/lar of I) , Inspecto n Q CO_ Date: 7_5.z^ + n 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 ON NO. PERMI1 NO. Pog-oost. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P 'ec : fBr`litor 3e0elees T pe of Inspection: 1 .. Xt.) Ruraloi Address: 4/ 1 .50.241riarAe,- tita1 Date C ed: pecial Instructions: Date Wanted: ,. P.m. Reques e : 11 Phone No: 2 W--i7SS Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ic Inspector: Date.:5-_ 2 eygi." 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 NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P&I8 -W56 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pr ect:Type st, Inspection: Address:CC (� �� 81 �?0 u - Date Called: Special Instructions: ♦ N - `"� AP Rss oo zboa) S«it_ TVA. Skt� 2 �� ewt..LefS 4S IINC. Bate'1r3fit.ed' -7 s, S -3 - Zot�+� a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: • 4_C�� S` u.�- few �-cn f 2v Mop-S/NK_ Inspecto Q.0 Date$3_ 23 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 Pr'ect: Type of Inspection: Address: e/ 56 /YIittt Date Called: Special �,Instructions: �� Attk 0 weiRg 5'!�, Date Wanted: Q /8 a.m. p.m. Requester: Joh Phone No25,- r9. -/ Approved per applicable codes. Va Corrections required prior to approval. COMMENTS: ,v/ a U✓/9(6, ffiorneStioD 3, mica ive-W .57 -1A -X ibek 7'1 S7 Inspector: Date: 6 Ii �Z REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. POPS BACKFLOW TESTING INC. (206) 551-5174 WATER PURVEYOR Tukwila PUD BACKFLOW PREVENTION ASSEMBLY TEST REPORT ASSEMBLY ID/FILE #/UTILITY DEVICE # NAME OF PREMISE Ben Bridge SERVICE ADDRESS 81 Southcenter Mall CONTACT PERSON John Kildare LOCATION OF ASSEMBLY Back of Store under Restroom Sink ACCOUNT # Meter # Commercial j] Residential ❑ Tukwila ZIP 98188 PHONE (253) 225-1828 DOWNSTREAM PROCESS Premise Isolation DCVA ❑ RPBA PVBA ❑ OTHER NEW INSTALL 0 EXISTING ❑ REPLACEMENT ❑ REMOVED ❑ OLD SER.# APPROVED ASSEMBLY? YES d❑ NO ❑ MAKE OF ASSEMBLY Watts MODEL LF009M3QT SERIAL NO. ) 311 3 SIZE .75" PROPER INSTALLATION? YES © NO ❑ INITIAL TEST PASSED[� FAILED ❑ DCVA / RPBA DCVA / RPBA RPBA PVBA / SVBA CHECK VALVE NO.1 CHECK VALVE NO.2i� OPENED AT `1 •2- PSID AIR INLET AT PSID CLOSED TIGHT 4 LEAKED ❑ r► l i_ PSID CLOSED TIGHT iOPENED LEAD ❑ Y 1 1'" PSID #1 CHECK 10, ) PSID DID NOT OPEN ❑ AIR GAP OK? YES NEW PARTS AND REPAIRS CLEAN REPLACE PART ❑ ❑ CLEAN REPLACE PART ❑ ❑ CLEAN REPLACE PART ❑ ❑ CHECK VALVE HELD AT PSID ❑ ❑ ❑ ❑ LEAKED ❑ ❑ ■ ❑ ❑ ❑ El ❑ CLEANED ❑ REPAIRED ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEST AFTER REPAIRS PASSED ❑ FAILED ❑ CLOSED TIGHT ❑ LEAKED ❑ PSID CLOSED TIGHT ❑ LEAKED ❑ PSID RV EXERCISED ❑ OPENED AT PSID AIR INLET PSID CHK VALVE PSID #1 CHECK PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open 6 Closed ❑ SOV#1: REMARKS: SEPARATION Open [Closed PASS ❑ FAIL ❑ ❑ SOV#2: Open Fi Closed LINE PRESSURE 75 PSI CONFINED SPACE? No TESTERS SIGNATURE: ✓SO`{,�O'tV'..O1v Sam CERT. NO. 86626 DATE 7/2/2018 TESTERS NAME PRINTED Solomon Salter TESTERS PHONE # (206)551-5174 REPAIRED BY: Solomon Salter LIC NO. SALTESA832OQ DATE FINAL TEST BY: Solomon SalterCERT. NO. B6626 DATE CALIBRATION DATE 01-23-2017 GAUGE # 01081289 MODEL Midwest 835 SERVICE RESTORED YES I certify that this report is accurate, and I have used WAC 246-290490 approved test methods and test equipment. NO ❑ PROJECT NAME: SITE ADDRESS: PERMIT NO: ?(19) OVe ORIGINAL ISSUEDATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 610 Summary of Revision: Received b REVISION NO. DATE RECEIVED STAFF INITIALS IWJED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0056 DATE: 05/04/18 PROJECT NAME: BEN BRIDGE JEWELERS SITE ADDRESS: 81 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division 1p Fire Prevention L\1S Public Works 01 Structural Ell Planning Division 1:1 Permit Coordinator LI PRELIMINARY REVIEW: Not Applicable 111 (no approval/review required) DATE: 05/08/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 06/05/18 Approved Approved with Conditions 111 Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0056 DATE: 04/13/18 PROJECT NAME: BEN BRIDGE JEWELERS SITE ADDRESS: 81 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division bi NYS L. -13-{ Public Works Fire Prevention Structural n Planning Division nPermit Coordinator r PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required C Approved with Conditions n (correctiorsntered in Reviews) Notation: Denied (ie: Zoning Issues) picvn DUE DATE: 05/15/18 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: P6 "0056 21/Pj ❑ Response to Incomplete Letter # O Response to Correction Letter # VI Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: CEA) iSg/ GE Project Address: 8/ So U Contact Person: Mi i ( Phone Number: 1 Z Z )Z ^/ 5 Summary of Revisio : nFr 2 �(Vf/< RECEIVED CITY OF TUKWILi MAY 0 2 2018 PERMIT CENTER Sheet Number(s): 2 5'I "Cloud" or highlight all areas of revision includin;1 r ate of re'{sion Received at the City of Tukwila Permit Center by: E Z Entered in TRAKiT on W: Permit Center (Brenda)Wonns\Permit Center Documents (Word)Utevision Submittal Form.doc i PLUMBING EXPRESS INC OWashington State Department of Labor & Industries Home Espanol Contact Search L&i AZ Index Help Safety & Health Claims & Insurance Workplace Rights PLUMBING EXPRESS INC Owner or tradesperson Principals KILDARE, JOHN THOMAS, PRESIDENT KILDARE, KRISTI KYLE, VICE PRESIDENT Doing business as PLUMBING EXPRESS INC WA UBI No 602 226 682 PO BOX 2226 SUMNER, WA 98390 253-826-4621 PIERCE County Business type Corporation Governing persons JOHN THOMAS KILDARE KRISTI KYLE KILDARE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties PLUMBING License no PLUMBEI98600 Effective — expiration 09/20/2002— 09/20/2018 Active. Meets current requirements. Bond No bond accounts during the previous 6 year period. Insurance AMERICAN FIRE & CASUALTY CO $1,000,000.00 Policy no. BICA54313254 Received by L&I Effective date 11/15/2017 01/01/2011 Expiration date 01/01/2019 Savings (in lieu of bond) $6,000.00 Received by L&I Effective date 11/01/2013 11/01/2013 Release date Impaired date N/A N/A Savings account ID Page 1 of 3 SEARCH My L&1 Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602226682&LIC=PLUMBEI98600&SAW= 4/25/2018 PLUMBING EXPRESS INC Savings history 41 Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts 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 Infraction no. PPEJP00927 Issue date 01/10/2018 Violation city SUMNER Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current joumeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Mr. Jody W. Kildare Infraction no. PZETD00767 Issue date 09/15/2014 Violation city SUMNER Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Plumbing Express employed Jody William Kildare plumber trainee to install ABS waste pipe, Installing drain pipe when expired, expired on 513/2014 Satisfied ................ RCW/WAC 18.106.020 Violation amount $250.00 Satisfied RCW/WAC 18.106.020 Violation amount $500.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 890,729-01 ............................. Doing business as PLUMBING EXPRESS INC Estimated workers reported Quarter 4 of Year 2017 "4 to 6 Workers" L&I account contact T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@Ini.wa.gov Track this contractor 0 Account Is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes .............................................. _....... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been Issued against this contractor. Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602226682&LIC=PLUMBEI98600&SAW= 4/25/2018 SEAN O. EISLER NOTE: THE HVAC SYSTEM EQUIPMENT LOCATIONS, DUCTWORK ROUTING AND SIZING IS BASED UPON LIMITED INFORMATION PROVIDED BY OTHERS. FIELD CHANGES FOR EQUIPMENT LOCATION, DUCTWORK LOCATIONS, ROUTING AND SIZING MAY BE REQUIRED DUE TO UNFORESEEN STRUCTURAL LIMITATIONS AND OBSTACLES LOCATED ABOVE THE HARD CEILINGS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DEFICIENCIES AND DEVIATIONS OF SYSTEM INSTALLATION REQUIRED DUE TO EXISTING CONDITIONS DISCOVERED AFTER DEMOLITION OF EXISTING HARD CEILINGS. NOTE: MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF NEW DUCTWORK WITH EXISTING STRUCTURE AND CONDITIONS AND INSTALL NEW DUCTWORK AS HIGH AS POSSIBLE. LANDLORD'S GENERAL NOTES: 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS. ALL CONTRACTORS SHALL OBTAIN A COPY FROM LANDLORD'S TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. 2. TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMMENCEMENT OF TENANT'S CONSTRUCTION.ANY VARIANCES BETWEEN THESE APPROVED PLANS, LANDLORD PROVIDED LOD AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. ALL COST ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. 3. TENANT GC REQUIRED IS TO CONDUCT A PRECONSTRUCTION MEETING A MINIMUM 3 DAYS PRIOR TO START OF CONSTRUCTION WITH FACILITIES MANAGER AND ABIDE BY ALL CURRENT "TENANT CONTRACTOR SAFETY STANDARDS" AND "TENANT CONSTRUCTION RULES AND REGULATIONS" AS ISSUED BY THE LOCAL CENTER MANAGEMENT TEAM. 4. BARRICADE GRAPHICS REQUIRED TO BE INSTALLED WITHIN 48 HOURS OF BARRICADE INSTALLATION. GRAPHICS MUST BE APPROVED BY DISTRICT MARKETING MANAGER MICHELLE GILES (MGILESAWESTFIELD.COM 206-802-6048). 5. TENANT GC IS REQUIRED TO PROVIDE ONE FINAL SET OF DRAWINGS CONTAINING ALL COMMENTS INCLUDING WESTFIELD, CITY AND TENANT, AS WELL AS WESTFIELD TC APPROVAL STAMP AND CITY PERMIT STAMP AT PRECONSTRUCTION MEETING AND MAINTAINED AT WORK SITE AT ALL TIMES. 6. TENANT MUST MAINTAIN ACCESS, AS REQUIRED, TO ALL UTILITY SYSTEMS SERVING THE BASE BUILDING OR ADJACENT TENANTS. 7. ALL REUSED ITEMS/FINISHES MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD REQUIRED. 8. NO ADDITIONAL SIGNAGE, GRAPHICS OR MERCHANDISE FIXTURES ARE PERMITTED TO BE AFFIXED TO OR ON THE APPROVED DESIGN, DISPLAYED OUTSIDE OF THE PREMISES OR PLACED WITHIN OR ON TOP OF COUNTERS AND SNEEZE GUARDS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDLORD. ALL LANDLORD APPROVED SIGNAGE, PROMOTIONAL OR OTHERWISE, SHALL BE PROFESSIONALLY PRINTED AND MOUNTED. 9. WESTFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN. 10. VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING SUPPORTING HVAC EQUIPMENT, DUCTWORK, PIPING, WATER HEATERS, TRANSFORMERS, FIXTURES, CONDUIT, ETC, WITH LANDLORD AND TENANT'S ARCHITECT. ATTACHING TO UPPER LEVEL FLOOR SLAB OR ROOF DECK IS NOT ALLOWED CONDUIT HANGERS, CLAMPS, LIGHT FIXTURE SUPPORTS, ETC. SHALL BE FASTENED TO BAR JOISTS OR BEAMS. (0) JEWELRY AND WATCHMAKER 101 rT 8 "4 CRG2 RESTROOM 106 ----_L_ n CSD M2 1 20( ❑ ❑ STOCK 105 IT 104 ew "0 I • RTU�S I I 00 14x8 8"0 CSD1 200 ANL 10"0 M21 CSD1 300 (TYP) L i 122x 10 CRG1 • i Zvi 10"0 CSD1 225 x L /I *4j.) __J ,RTU _ 2_ r ❑ ❑ r ACCESS PANEL 11- r 8�it-�-r� L77\- 180 ° 1 -J -i- 00 x 0 II <❑ <❑ <❑ <❑ <❑ <❑ <❑ <❑ (rr-LSR1 II❑ II -1 0 x N N) ,1 ,1 ,1 1 1, NN / 8" O M2.1 (TYP) LSD2 180 <❑ - L_L- <❑ I I ❑ ❑ <❑ T <❑ QO ❑ <❑ � I 8"0 LSD2 180 (r 8"0 LSD1 1160 L x 00 E I _ - --I__J• --__r-T�! SALES FLOOR 102 u OJTu-i 7® '0 D3 00 r I 0 O O 0 0 II L P 0 0 0 0 � II ri K 8 "0 LSD 1 160 1 II III 1 118„o LSD1 (TYP) II 160 Ii JI (TYP 4 II LSR1 ©I II II II ul I[II r - - 7 M21 MZ1 (TYP) (TYP) ri O 0 0 0 TY 0 7 a 7 CT 7 L K LSD 1 160 II � O ❑> O O 0 0 Z 0 ❑> NV Oat 8"0 LSD1 160 8"0 LSD 1 160 8"0 LSD1 160 -� • I 1-u-1 I I I I 8"0 LSD1 160 M2.1 M2.1 (TYP) 0 fI 1.1115, Nap, MECHANICAL SYMBOLS NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. HVAC EQUIPMENT & DUCTWORK ABBREVIATIONS NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE SECTION 15250 OF THE SPECIFICATION FOR DUCTWORK TO RECEIVE INSULATION OR LINER. EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED BRANCH DUCT WITH 45° RECTANGLE -ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER ELBOW WITH TURNING VANES N IN RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP N IN RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN !x3 IN Jr D-1 RD 0 SD MD BD SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION 10" CSD-1 300 CFM NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR (SD=SUPPLY/RD=RETURN) FIRE DAMPER FIRE SMOKE DAMPER SMOKE DAMPER VOLUME DAMPER MOTORIZED DAMPER BACKDRAFT DAMPER CO2 HS PS CARBON DIOXIDE SENSOR HUMIDITY SENSOR PULL STATION SP STATIC PRESSURE SENSOR TEMPERATURE SENSOR O HUMIDISTAT 0 THERMOSTAT AFF BAS BD CFM DDC DX EA FFA FFB GPM IN WC MAX MBH ABOVE FINISHED FLOOR BUILDING AUTOMATION SYSTEM BACKDRAFT DAMPER CUBIC FEET PER MINUTE DIRECT DIGITAL CONTROL DIRECT EXPANSION EXHAUST AIR FROM FLOOR ABOVE FROM FLOOR BELOW GALLONS PER MINUTE INCHES OF WATER COLUMN MAXIMUM 1000 BTU PER HOUR MC MIN NC OA RA SA SD TFA TFB TYP UNO W/ W/O MECHANICAL CONTRACTOR MINIMUM NOISE CRITERIA OUTSIDE AIR RETURN AIR SUPPLY AIR SMOKE DUCT DETECTOR TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNLESS NOTED OTHERWISE WITH WITHOUT STANDARD MOUNTING HEIGHTS MECHANICAL THERMOSTATS (USER ADJUSTABLE) CONTROLS (CENTERLINE) (AFF, AFG, UNLESS NOTED OTHERWISE) 48" 48" ANNOTATION OMECHANICAL PLAN CALLOUT MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION "ow Nor Nor mow EMPLOYEE AREA 107 MECHANICAL FLOOR PLAN SCALE: 1/4"=1'-0" ROLEX 103 O MECHANICAL PLAN NOTES: 1. REMOVE EXISTING ROOFTOP UNIT AND REPLACE IN WITH NEW ROOFTOP UNIT SCHEDULED IN SAME LOCATION. FIELD VERIFY EXACT LOCATION AND EXISTING CONDITIONS PRIOR TO SUBMITTING BID. COORDINATE WITH MALL FACILITIES DIRECTOR (ANDY THOMPSON) PRIOR TO ANY ROOF WORK OR CHANGES MADE. 2. ROUTE SUPPLY DUCT UP TO UNIT ON ROOF. PROVIDE TRANSITION AS REQUIRED TO MATCH UNIT CONNECTION SIZE. 3. ROUTE RETURN DUCT UP TO NEW RTU. RETURN DUCT SHALL MATCH UNIT INLET SIZE. PROVIDED WITH SOUND BOOT AND MINIMUM 1" LINER. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 4. CEILING DIFFUSERS INSTALLED IN INACCESSIBLE CEILINGS SHALL HAVE CABLE OPERATED DAMPERS FOR AIR BALANCING. PROVIDE CABLE OPERATED VOLUME DAMPER BY METROPOLITAN AIR TECHNOLOGIES MODEL RT-250 WITH EXTERNAL WORM GEAR OR YOUNG REGULATOR EQUIVALENT BUTTERFLY DAMPER WITH 270-275 CONTROLLER. DAMPER CABLE ACTUATOR SHALL BE ACCESSIBLE FOR BALANCING FROM THE PLENUM OF A SLOT DIFFUSER OR THE TOP OF A SQUARE OR ROUND FACE DIFFUSER AS APPLICABLE. INSTALL VOLUME DAMPER AT LOCATION INDICATED ON PLAN. 5. CONNECT NEW 8"0 EXHAUST DUCT TO EXISTING ROOF MOUNTED EXHAUST HOOD. CLEAN HOOD AND RE -INSULATE DUCTWORK PER SPECIFICATIONS. 6. LINEAR RETURN SLOT DIFFUSER SHALL RUN CONTINUOUS LENGTH BETWEEN DIFFUSERS, WALLS AND SOFFITS AS SHOWN. FIELD MEASURE PRIOR TO PURCHASE. BORDER TYPE TO MATCH CEILING CONSTRUCTION AND SHARED DIFFUSER TYPE. 7. PROVIDE NEW THERMOSTAT FOR RTU-1. COORDINATE FINAL LOCATION WITH ARCHITECT 8. PROVIDE NEW THERMOSTAT FOR RTU-2. COORDINATE FINAL LOCATION WITH ARCHITECT. DO NOT ROUTE DUCTWORK OR PIPING OVER ELECTRICAL PANELS. GENERAL NEW NOTES: 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. PROVIDE SEISMIC RESTRAINTS AS NEEDED FOR THE MECHANICAL SYSTEMS IN THE PROJECT BASED ON THE SEISMIC ANALYSIS REQUIRED BY THE SPECIFICATIONS. 3. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 4. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS REQUIRED DUE TO LACK OF COORDINATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. 5. WHERE SHUTDOWN OF EXISTING SYSTEMS IS REQUIRED DURING NEW WORK, COORDINATE SHUTDOWN TIME AND DURATION WITH THE OWNER TO MINIMIZE DOWNTIME. NOTIFY OWNER SEVEN (7) DAYS PRIOR TO INTERRUPTION OF SERVICE. 6. DURING INSTALLATION OF NEW WORK, AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN. REPAIR DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER. 7. PROVIDE TEMPORARY BARRIERS TO CONTAIN DUST AND DEBRIS RESULTING FROM THE PERFORMANCE OF THE WORK TO THE AREA WHERE WORK IS BEING PERFORMED. 8. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY DIVISION 23 UNLESS OTHERWISE NOTED. 9. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL EQUIPMENT LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 10. REFER TO ARCHITECTURAL DRAWINGS FOR RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. VERIFY CHASES AND PENETRATIONS SHOWN ON ARCHITECTURAL DRAWINGS THAT ARE INTENDED FOR DUCTWORK AND PIPING MEET REQUIREMENTS. 11. COORDINATE LOCATION OF ROOF MOUNTED HVAC EQUIPMENT AND ROOF PENETRATIONS WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 12. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVERED) DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS BECOME WET AT ANY TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS OF INTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM CEILING/RETURN AIR PLENUM INCLUDING DUST. VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE OWNER. THE INTERNAL SURFACES AND ASSOCIATED COILS OF ANY HVAC UNITS THAT WERE OPERATED SHALL ALSO BE CLEANED. 13. INSTALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. 14. OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT, DUCTWORK AND PIPING SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF EXCEPT WHERE CONCRETE INSERTS IN CONCRETE SLABS ARE ALLOWED BY THE SPECIFICATIONS. 15. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. 16. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS. 17. COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. 18. ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. 19. LOCATE AND SET THERMOSTATS AND HUMIDISTATS AT LOCATIONS SHOWN ON PLANS. VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. INSTALL DEVICES WITH TOP OF DEVICE AT MAXIMUM 48" AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. INSTALL WIRING IN CONDUIT PROVIDED BY DIVISION 26. AT A MINIMUM, PROVIDE CONDUIT IN THE WALL FROM THE JUNCTION BOX TO 6" ABOVE THE CEILING. 20. COORDINATE THE LOCATION AND ELEVATION OF WALL -MOUNTED DEVICES WITH PRESENTATION BOARDS, DISPLAY CABINETS, SHELVES OR OTHER COMPONENTS SHOWN ON THE ARCHITECTURAL DRAWINGS THAT ARE TO BE INSTALLED UNDER OTHER DIVISIONS. CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF WALL -MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION. 21. PROVIDE A MANUAL BALANCING DAMPER IN EACH DUCT TAKEOFF FROM SUPPLY, RETURN, OUTDOOR AND EXHAUST AIR DUCTS. 22. PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULAR/ROUND BRANCH DUCT TAKEOFF FITTING FOR BRANCH DUCT CONNECTIONS AND TAKE -OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES. PROVIDE WITH INTEGRAL MANUAL BALANCING DAMPER AND LOCKING QUADRANT WHERE INDICATED ON PLANS. 23. BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED. 24. REFER TO SPECIFICATIONS FOR DUCTWORK AND PIPING INSULATION REQUIREMENTS. DUCT SIZES ON MECHANICAL PLANS INDICATE CLEAR INSIDE AIRFLOW DIMENSIONS, INCREASE SHEET METAL SIZES ACCORDINGLY TO ACCOUNT FOR THICKNESS OF DUCT LINER. 25. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5'-0" IN LENGTH AND SHALL BE INSTALLED AND SUPPORTED TO AVOID SHARP BENDS AND SAGGING. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 26. PROVIDE A NEW SET OF AIR FILTERS IN UNITS PRIOR TO TESTING, ADJUSTING AND BALANCING AND BEFORE TURNING SYSTEM(S) OVER TO OWNER. 27. FIELD VERIFY THAT THE EXISTING EQUIPMENT INCLUDING ACCESSORIES BEING REUSED FOR THIS PROJECT IS NOT DAMAGED AND IS IN GOOD WORKING ORDER. REPORT ANY DEFICIENCIES TO THE OWNER OR ARCHITECT. SUBMIT TO THE OWNER AND ARCHITECT A WRITTEN REPORT DESCRIBING TESTS PERFORMED TO VERIFY OPERATION AND RESULTS OF THE TESTS. 28. CLEAN EXISTING EQUIPMENT AND EQUIPMENT COMPONENTS BEING REUSED FOR THIS PROJECT. PROVIDE NEW FILTERS FOR EXISTING AIR HANDLING EQUIPMENT PRIOR TO STARTUP OF EQUIPMENT. NEW FILTERS SHALL BE COMPATIBLE WITH THE EXISTING EQUIPMENT AND EQUAL IN PERFORMANCE TO THE EXISTING FILTERS AT NEW CONDITION UNLESS OTHERWISE NOTED. CLEAN STRAINERS IN PIPING SYSTEMS PRIOR TO STARTING PUMPS. REVIEWED FOR ODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila ;WILDING DIVISION RECEIVED CITY OF TUKWILA MAY 022018 PERMIT CENTER REVISION NO ARCHITECTS SkB Architects General Contractor: 7007 ',REGISTERED ARCHITECT L a) a) a) 0) m c o CO ca ci 0 V) a) L: a) 0 CO CO N CNI 0 0 0 PERMIT COMMENTS 0 0 U) LL BRIAN COLLINS-FRIEDRICHS STATE OF WASHINGTON `. STOCKROOM REVISION CW�v) Ce L1J J CO w Z CO 2/16/2018 May 1 2018 0 co 0 0 o 00 oo co ti- Q z� LU MECHANICAL FLOOR PLAN 0 N 4 0 c 1-3 a) 0 Date: 04/16/2018 HEAT PU P ROOFTOP U IT SCHEDULEWITH AUX. ELECTRIC HEAT MARK MANUFACTURER MODEL UNIT SUPPLY FAN COOLING COIL TOTAL HEAT PUMP HEATING COIL AUXILIARY HEATING COIL MIN ELECTRICAL WEIGHT NOTES TYPE FAN CFM ESP BHP VFD TH SH EAT LAT REFR MIN EFF MIN NO MAXVEL HTG CAP MIN OUT AMBIENT EAT LAT MIN OUT NOM MIN NO 0/A V/PH MCA MOCP DISC (LBS) TYPE (IN) (Y/N) (MBH) fMBH) (°F DB) (°F WB) (°F DB) (°F WB) TYPE (SEER) STAGES (FPM) (MBH) (MBH) (DB) (°F DB) (°F DB) (MBH) (KW) STAGES CFM TYPE RTU-1 TRANE WSC060 CV FC 2,000 0.75 0.82 N 55.43 50.85 75.7 61.8 51.96 51.87 R410A 16.4 2 216 58.7 50.1 40 70 95 61.5 18 2 480 208/3 77 80 NF 775 A-Q RTU-2 TRANE WSC036 CV FC 1,200 0.75 0.43 N 35.79 30.11 74.4 59.7 51.59 50.49 R410A 15.8 2 192 28.6 33.76 40 70 95 40.9 12 2 220 208/3 58 60 NF 620 A- Q MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURERAND MODEL NUMBERS ONLY. REMEWTHE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS FOR THE DESIGN. NOTES: A REFER TO ROOFTOP UNIT CONTROL MATRIX FOR CONTROL FEATURES, MODULES, AND ACCESSORIES THAT SHALL BE PROVIDED WITH THE EQUIPMENT. B. EQUIPMENT SIZED FOR 95°F AMBIENT TEMPERATURE. C. PROVIDE 2 INCH MERV8, EFFICIENT PLEATED THROWAWAYAIR FILTERS. D. DISCONNECT SWITCH FURNISHED BY DIVISION 26 CONTRACTOR. E. STARTERS FOR ALL MOTORS SHALL BE FURNISHED INTEGRAL WITH UNIT. F. PROVIDE SINGLE POINT POWER CONNECTION. G. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON ELECTRICAL DRAWINGS. H. PROVIDE DUPLEX RECEPTACLE MOUNTED ON UNIT FOR FIELD WRING. J. SPECIFIED FAN ESP ACCOUNTS FOR DUCT LOSSES EXTERNAL TO UNIT. K. PROVIDE MOTOR HORSEPOWER TO OVERCOME INTERNAL UNIT STATIC PRESSURE DROP PLUS SPECIFIED EXTERNAL STATIC PRESSURE DROP. NOMINAL MOTOR HP SHALL BE NO LARGER THAN THE FIRST AVAILABLE NOMINAL MOTOR SIZE GREATER THAN THE REQUIRED BHP. L. PROVIDE SEISMIC INSULATED ROOF CURB WITH MINIMUM HEIGHT OF 14 INCHES. PROVIDE SLOPED CURB IF NEEDED TO MATCH ROOF SLOPE. M. COOLING COIL LAT IS LEAVING AIR TEMPERATURE OF COIL. N. PROVIDE GUARDS TO PROTECT CONDENSER COIL FROM HAIL OR OTHER DAMAGE. O. TOTAL HEATING CAPACITY INCLUDES THE HEAT PUMP HEATING COIL CAPACITYAT THE AMBIENT DRY BULB TEMPERATURE LISTED PLUS THE AUXILIARY HEATING COIL OUTPUT LISTED. HEAT PUMP HEATING COIL MINIMUM EFFICIENCY IS CALCULATED AT 47°F. P. SELECT EQUIPMENT FOR ELEVATION OF 385 FEET ABOVE SEA LEVEL. R. PROVIDE A FACTORYAPPLIED COIL CORROSION COATING TO CONDENSER AND EVAPORATOR COIL WHICH IS CAPABLE OF WITHSTANDING GREATER THAN 6,000 HOURS OF THE ASTM B117 SALT SPRAYTEST. Q. PROVIDE AUXILARY HEAT LOCKOUT ABOVE 40 DEGREES, TRANE TCON802 AND OUTDOOR SENSOR OR EQUIVALENT. AIR BALANCE SCHEDULE EXHAUST EQUIPMENT AREA/EQUIPMENT SERVED EXHAUST (CFM) TOTALS (CFM) EF-1 RESTROOM 100 EF-2 NOT USED 0 100 MAKEUP AIR EQUIPMENT AREA/EQUIPMENT SERVED SUPPLY AIR (CFM) DESIGN OA (CFM) PERCENT OA/SA 700 RTU-1 SALES 2,000 480 24.0% RTU-2 SALES / BACK ROOM 1,200 220 18.3% TOTAL AIRFLOW 3,200 700 21.9% TOTAL POSITIVE AIR FLOW PERCENT POSITIVE AIR FLOW 600 85.7% ROOFTOP UNIT CO TROL ATRIX CONTROL FEATURE UNITS RTU-1 SETPOINTSETPOINT OR Y/N RTU-2 OR Y/N NOTES SETPOINTS COOLING -OCCUPIED SETPOINT °F 75 75 COOLING -UNOCCUPIED SETPOINT °F 80 80 DEAD BAND - MINIMUM HEATING AND COOLING TEMPERATURE SETPOINT DIFFERENCE °F 5 5 HEATING - OCCUPIED SETPOINT °F 70 70 HEATING - UNOCCUPIED SETPOINT °F 60 60 PROGRAMMED CONTROL FEATURES HVAC SYSTEM OCCUPIED/UNOCCUPIED MODE - PROGRAMMABLE THERMOSTAT Y Y B EQUIPMENT ACCESSORIES AND CONTROL MODULES INTEGRATED ECONOMIZER - DIFFERENTIAL ENTHALPY ENABLE (OA ENTHALPY < RA ENTHALPY) BTU/LB Y Y E ECONOMIZER FAULT DETECTION AND DIAGNOSTICS (FDD) SYSTEM Y Y F, G RELIEF - BAROMETRIC DAMPER Y Y LOWAMBIENT CONTROL KIT °F 25 F 25 F COOLING COIL (DX- STAGED) Y Y M HEAT PUMP AUXILIARY HEATING COIL Y Y N SUPPLY FAN CONTROL METHOD ON DURING OCCUPIED HOURS Y Y CONSTANT VOLUME FAN CONTROL N N SAFETIES, INTERLOCKS, AND ALARMS SUPPLYAIR SMOKE DETECTOR - SAFETY SHUTDOWN Y N C RETURN AIR SMOKE DETECTOR - SAFETY SHUTDOWN Y N C LOW LIMIT FREEZESTAT- FREEZE PROTECTION SAFETY SHUTDOWN Y Y F DIFFERENTIAL PRESSURE SWITCH - FILTER CHANGE ALARM Y Y F FIRE ALARM CONTROL PANEL - SAFETY SHUTDOWN INTERLOCK Y Y HIGH SUPPLY AIR STATIC PRESSURE SENSOR -SAFETY SHUTDOWN Y Y F BUILDING SEISMIC VIBRATION SWITCH - SAFETY SHUTDOWN INTERLOCK Y Y B DIV. 23 CONTRACTOR SHALL PROVIDE CONTROL PANEL(S), WIRING, THERMOSTAT(S), TEMPERATURE SENSOR(S), HUMIDISTAT(S), AND/OR CO2 SENSOR(S) WHERE SHOWN ON THE DRAWINGS AND AS REQUIRED TO FACILITATE THE SCHEDULED CONTROL MODULES AND SEQUENCES OF OPERATION. EACH UNIT SHALL CONTROL BASED ON ITS OWN INTERNAL SAFETIES, TIME DELAYS, AND SEQUENCES UNLESS NOTED OTHERWISE. COORDINATE WITH OWNER FINAL BUILDING AND EQUIPMENT SCHEDULES DURING STARTUP. NOTES: B. DIVISION 23 CONTRACTOR SHALL PROVIDE DEVICE. REFERENCE DIVISION SPECIFICATIONS FOR DEVICE REQUIREMEN1 C. DIVISION 26 CONTRACTOR SHALL PROVIDE DEVICE. REFERENCE DIVISION SPECIFICATIONS FOR DEVICE REQUIREMEN1 E. THE FOLLOWING SENSORS SHALL DETERMINE ECONOMIZER ON POINT. REFERENCE SPECIFICATIONS FOR DEVICE REQUIREMENTS: OUTSIDE AIR TEMPERATURE; DIVISION 23 PROVIDED AS PART OF ECONOMIZER CONTROL MODULE. RETURN AIR TEMPERATURE; DIVISION 23 PROVIDED AS PART OF ECONOMIZER CONTROL MODULE. OUTSIDE AIR HUMIDITY; DIVISION 23 PROVIDED AS PART OF ECONOMIZER CONTROL MODULE. RETURN AIR HUMIDITY; DIVISION 23 PROVIDED AS PART OF ECONOMIZER CONTROL MODULE. F. DEVICE SHALL BE FACTORY MOUNTED AND PRE -WIRED FOR OPERATION SUBJECT TO THE ONBOARD CONTROLLER. G. PROVIDE UNIT WITH AN FDD SYSTEM CONSISTING OF PERMANENTLYINSTALLED OUTSIDE AIR, SUPPLYAIR, AND RETURN AIR TEMPERATURE SENSORS. THE UNIT CONTROLLER SHALL ATA MINIMUM BE CAPABLE OF PROVIDING SYSTEM STATUS OF ECONOMIZER, COMPRESSOR, HEATING, MIXED AIR LOW LIMIT ALARM, AND SENSOR VALUES, EACH OPERATING MODE SHALL BE CAPABLE OF IN DEPENDENTLY OPERATING FOR TESTING. THE SYSTEM SHALL REPORT FAULTS TO AN APPLICATION ACCESSIBLE BY SERVICE PERSONNEL. THE FOLLOWING FAULTS SHALL BE DETECTED: AIR TEMPERATURE SENSOR FAILURE, ECONOMIZER ENABLED/DISABLED WHEN ECONOMIZER SHOULD BE OFF/ON, RESPECTIVELY, DAMPER NOT MODULATING, AND EXCESS OUTSIDE AIR. M. UNITARY CONTROLLER SHALL MODULATE AND/OR CYCLE SUPPLY FAN SPEED SETTING AND COIL CAPACITY STAGES N. CONTROLS FOR AUXILIARY HEATING COIL SHALL PREVENT HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BYTHE HEAT PUMP ALONE. AUXILIARY HEATER OPERATION SHALL BE ALLOWED DURING DEFROST CYCLES. SEAN O. EISLER GRILLE, REGISTER AND DIFFUSER SCHEDULE MARK MANUFACTURER SERVICE MODEL CONSTRUCTION FACE MOUNTING BORDER FACE SIZE MAX MAX. PRESS. NOTES TYPE TYPE LOCATION TYPE (IN) NC DROP (IN. W.C.) CSD1 TITUS SUPPLY OMNI STEEL PLAQUE CEILING -- 24x24 25 0.1 A,B,D,H CSD2 TITUS SUPPLY OMNI STEEL PLAQUE CEILING -- 12x12 25 0.1 A,B,D,H CRG1 TITUS RETURN 50F ALUMINUM EGGCRATE CEILING -- 24x24 25 0.05 C,D CRG2 TITUS RETURN 50F ALUMINUM EGGCRATE CEILING -- 12x12 25 0.05 C,D LSD1 TITUS SUPPLY/RETURN FLOWBAR FL-10-HT ALUMINUM LINEAR SLOT CEILING 22 5'-0" LONG - 1" SLOT 25 0.1 B,C,E,H,J,K LSD2 TITUS SUPPLY/RETURN FLOWBAR FL-10-HT ALUMINUM LINEAR SLOT CEILING 77 5'-0" LONG -1" SLOT 25 0.1 B,C,F,H,J,K LSD3 TITUS SUPPLY/RETURN FLOWBAR FL-10-HT ALUMINUM LINEAR SLOT CEILING 55 5'-0" LONG - 1" SLOT 25 0.1 B,C,F,H,J,K LSR1 TITUS SUPPLY/RETURN FLOWBAR FL-10-HT ALUMINUM LINEAR SLOT CEILING -- CONTINUOUS 1" SLOT 25 0.05 B,C,G,H,J,K PSD1 TITUS SUPPLY FBPI-10 STEEL 1" SLOT PLENUM LINEAR SLOT DIFFUSER -- 5'-0" (NOMINAL) 25 0.1 L MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEWTHE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS FOR THE DESIGN. NOTES: A 4-WAY THROW PATTERN UNLESS OTHERWISE INDICATED BY FLOWARROWS ON DRAWINGS. B. NECK SIZE SHOWN ON DRAWINGS. PROVIDE BRANCH DUCT TO MATCH NECK SIZE UNLESS OTHERWISE SHOWN ON DRAWINGS. C. BAKED ENAMEL FINISH. COLOR SHALL BE SELECTED BY ARCHITECT. D. FRAME TYPE TO MATCH CEILING/WALL CONSTRUCTION, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING/WALL PLAN. E. PROVIDE BORDER TYPE TO MATCH CEILING CONSTRUCTION WITH CONCEALED BORDER MOUNTING, AND INSULATED PLENUM BOXWITH NECK. F. PROVIDE BORDER TYPE TO MATCH CEILING CONSTRUCTION WITH EXPOSED BORDER MOUNTING, AND INSULATED PLENUM BOXWTH NECK. G. PROVIDE BORDER TYPE TO MATCH CEILING CONSTRUCTION WITH CONCEALED BORDER MOUNTING. H. PROVIDE DIFFUSERS, LINEAR SLOTS, AND GRILLES WITH NO EXPOSED MOUNTING SCREWS. J. PAINT ALL INTERIOR SURFACES SLOTS, GRILLES AND PLENUMS FLAT BLACK. K. CONTRACTOR SHALL PROVIDE REMOTE CABLE -OPERATED VOLUME DAMPER BY METROPOLITAN AIR TECHNOLOGIES MODEL RT-250 WITH EXTERNAL WORM GEAR OPERATOR OR EQUIVALENT YOUNG REGULATOR BUTTERFLY DAMPER WITH 270.275 CONTROLLER. OPERATOR SHALL HAVE ASQUARE DRIVE FOR 1/4" NUT DRIVER. DAMPER ASSEMBLYSHALL INCLUDE GALVANIZED STEEL DUCT WITH ROLLED BEAD STIFFENERS, REINFORCED BLADE, SELF LUBRICATING BEARING AND WORM GEAR MOUNTING PLATE. DAMPER SHALL BE INSTALLED IN BRANCH DUCT NOT INLET OF PLENUM DIFFUSER. (RE: M2.1) L. SUPPLY PLENUM MAYBE FIELD FABRICATED BASED ON PROVIDED DETAILS (RE: 3/M2.1), OR PURCHASED FROM THE SLOT DIFFUSER MANUFACTURER. PROVIDE 1/4" CLOSED CELL INSULATION ON THE INTERIOR OF THE SUPPLY PLENUM. FAN SCHEDULE MARK SERVICE MANUFACTURER AREA MOUNTING MODEL CFM ESP (IN) DRIVE WATTS RPM V/PH NOTES EF-1 EXHAUST GREENHECK RESTROOM CEILING SP-A190 100 0.250 DIRECT 113 1400 115/1 ACD E FGJ EF-2 NOT USED EF-3 NOT USED NOTES: A. PROVIDE RUBBER IN SHEAR B. ELECTRICAL CONTRACTOR C. INSTALL A FLEXIBLE CONNECTOR D. PROVIDE DISCONNECT E. PROVIDE WITH INTEGRAL F. PROVIDE WITH VARIABLE G. PROVIDE WITH STANDARD ISOLATION AND ALL -THREAD HANGING RODS. SHALL INTERLOCK FAN OPERATION WITH TIME CLOCK. BETWEEN DUCT AND FAN. SWITCH. BACKDRAFT DAMPER. SPEED CONTROLLER MOUNTED ON UNIT HOUSING. ALUMINUM GRILLE WITH WHITE BAKED ENAMEL FINISH. WALL MOUNTED OCCUPANCY SENSOR FOR FAN CONTROL. . NOT S D. J DIVISION 26 SHALL PROVIDE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 0 2 2018 PERMIT CENTER 8 General Contractor: c 0 U ARCHITECTS SkB Architects Co 0 a) RS Q O PERMIT COMMENTS a`) E Z 7007 REGISTERED \, ARCHITECT BRIAN COLLINS•FRIEDRICHS STATE OF WASHINGTON z 0 U) 1111 LU Z Ul S. W CO 0 N O 0 z 0 w CO CO LO N STOCKROOM REVISION 1-1 2/16/2018 May 1 2018 U) Cr) J W J J .HENDERSONENGINEERS.COM J < J CO D ZI-< 0 LI Lu rx J W D CO L11 V I- a1 Z ��Di cr.CO '5' LLIW OoJII-- 0 0 CV 0 U a) a - Date: 04/16/2018 HVAC SCHEDULES Economizer Exceptions MECH-ECONO 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: Ben Bridle - South Center Mall - Tukwila WA All cooling systems shall be configured to provide air economizer operation, regardless of systemcapacity, for new construction and mechanical systemafterations. Various exceptions to this requirement are available. Identify all systems that an economizer exception w ill be applied to and additional information as noted below. Economizer Exception Summary Refer to Section C403.3 for descriptions of economizer provisions and exceptions. For alterations refer to Section C503.4 and Table C503.4. ECONOiMIIZER EXCEPTIONS -NEW CONSTRUCTION AND ADDITIONS Exp 1 Exp 2 Exp 3 Exp 4 Exp 5 Exp 6 Exp 7 Exp 8 Exp 9 Economize Date For Building Dept. Use Cooling equipment serving spaces that are provided with a dedicated outdoor air system (DOAS) per C403.6. Spaces served shall have year- round design cooling loads from lights and equipment less than 5 w atts per square foot. Single zone unitary or package systems with dehumidification that affect other systems such that air economizer would increase energy consumption. High efficiency single zone unitary or packaged systems. Equipment cooling efficiency shall be better than the WSEC required minimum efficiency by at least 64% in Climate Zone 4C and 59% in Climate Zone 5B per Table C403.3. Equipment that provides hydronic chilled water for chilled beams and chilled ceiling systems that is served by a w aterecononizer system per C403.3.4 in lieu of air economizer. Water -source heat pumps with he at recovery. Heat pump efficiency shall be 15% better than WSEC required minimum efficiency. Provide at minimum 60% air economizer. Energy recovery to preheat OSA shall have at least 50% effectiveness. Additional system requirements apply. Cooling equipment serving Group R occupancies. Per unit limit is less than 20,000 Btu/h cooling capacity for equipment installed outdoors or in a mach room adjacent to the outdoors. For cooling equipment installed in other locations the unit limit is less than 54,000 Btu/h. Efficiency shall be 15% better than WSEC required minimum efficiency. System ID Variable refrigerant flow (VRF) systems with energy recovery. Outdoor unit shall be a reverse -cycle heat pump with variable speed compressor(s) and condenser fan(s). Outdoor unit cooling capacity shall be not less than 65,000 Btu/h. Energy recovery to preheat outdoor air shall have at least 50% rated effectiveness. System shall be capable of providing simultaneous heating and cooling by tranferring recovered energy fromzone(s) in cooling mode to other zone(s) that are in heating mode. Cooling equipment serving Controlled Plant Growth Environments. Equipment cooling efficiencyshall be better than WSEC required minimum efficiency by at least 20%. Not eligible: unitary and applied heat pumps. Cooling equipment with energy recovery. Spaces served shall have year- round design cooling loads from lights and equipment greater than 5 watts per square foot. Energy recoverysystemshall utilize recovered energy for on -site space heating or preheating of service hot water. Provide calculations to the code officialthat demonstrate the amount of recovered energy used for on -site heating purposes is equivalent to the annual energy that would be saved by the cooling systemw ith air economizer per C403.3. Exceptions, con NA System ID NA NA 2/12/2018 Lighting + Equipment Loads (W/sf) System ID System ID RTU-1 RTU-2 System ID NA System ID NA Equipment Location Outdoor Unit System ID 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and Project Title: Economizer Exception Summary Refer to Section C403.3 for descriptions of economizer provisions and exceptions. For alterations refer to Section C503.4 and Table C503.4. SEAN 0. EISLER Date ECONOMIZER EXCEPTIONS -NEW CONSTRUCTION AND ADDITIONS, CONTINUED Exp 10 Cooling equipment for dedicated server, electronic equipment or telecom switch rooms. Per building limit for this exception is 240,000 Btu/h cooling capacity or 10% of required building air economizer capacity, w hicheveris greater. Part load control required over 85,000 Btu/h. Additional requirements apply. Option a - Cooling equipment efficiency shall be 15% better than the WSEC required minimum efficiency.. Option b - Waterside economizer required. Cooling equipment efficiency shall be 5% better than the WSEC required minimum efficiency. Option c - Waterside economizer required. All cooling equipment is System ID NA NA System ID NA System ID NA 0.39 0.2 Cooling Capacity (Btu/h) Cooling Capacity (Btu/h) SEER, EER, & IEER Lighting + Equipment Loads (W/sf) MECH-ECONO II R1 Revised January 2017 Compliance Option subjectto ASHAREStandard 127. Total Claimed Exempt Capacity: Total building air economizer capacity (if claimed > 240 kBtu/h): Alternate Exp 10 Capacity Limit: ECONOMIZER EXCEPTIONS -MECHANICAL SYSTEM ALTERATIONS OR REPLACEMENT C503.4 Pre -approved design alternative to full compliance with air economizer Exp 1 requirement. An alternative for mechanic al systemafterations where existing building constraints make full compliance with air economizer requirement impractical. Provide calculations to the code official that demonstrate the proposed alternate design strategy provides similar energy savings to the annual energy that would be saved by the cooling systemw ith air economizer per C403.3. ECONOMIZER EXCEPTIONS -SIMPLE SYSTEMS C503.4 Qualifyingsmallequipment. Per unit limit less than33,000 Btu/h. Per Exp 2 building limit forthis exception is 72,000 Btu/h cooling capacity or 5% of required building air economizer capacity, w hichever is greater. Cooling equipment efficiency shall be 15% better than WSEC required minimum efficiency. Not eligible: non -unitary equipment, unitary equipment installed outdoors or in mach room adjacent to outdoors, equipment installed during new construction, shell -and -core construction, or initial tenant improvement. System ID NA System ID NA Total Claimed Exempt Capacity: Total building air economizer capacity (if claimed > 72,000 Btu/h): Alternate C503.4 Exp 2 Capacity Limit: C503.4 Equipment that provides hydronic chilled water for chilled water terminal Exp 3 units. Equipment part load cooling efficiency (IPLV) shall be better than WSEC required minimum efficiency by at least 25%. Per building limit for this exception is 480,000 Btu/h cooling capacity or 20% of required building air economizer capacity, whichever is greater. Chilled water terminal units serving Group R occupancies are not included in the building capacity total. System ID NA Total Claimed Exempt Capacity: Total building air economizer capacity (if claimed > 480,000 Btu/h): Alternate C503.4 Exp 3 Capacity Limit: Table Compliance Options for alteration or replacement of existing C503.4 mechanical cooling equipment per Table C503.4, Refer to table and all applicable table footnotes for full requirements. Applies to the following retrofit conditions: Option a - Any new or replacement equipment Option b - Replacement equipment of same typewithsameor smaller cooling output capacity. Option c - Replacement equipment of same type with large cooling output capacity. Option d - New equipment added to existing system or replacement equipment that is different than existing being replaced. System ID NA Equipment Type 2/12/2018 Cooling Capacity (Btu/h) Alt. Strategy Cooling Capacity (Btu/h) Cooling Capacity (Btu/h) Compliance Path Mechanical Fan System Power Allowance' MECH-FANSYS-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: Ben Bridge - South Center Mall - Tukwila WA Date 2/12/2018 For Building Dept. Use HVAC Air Distribution System Schedule List all HVAC systems that have the capabilityto provide heating and/or cooling to the spaces theyserve. System or Primary Supply Fan ID Speed Control (Note 1) Description (Note 2) System Total Nameplate HP (Note 3) Fan Power Calculation Required (Note 4) RTU-1 SF CV RTU-1 SUPPLY FAN RTU-1 Yes RTU-2 SF CV RTU-2 SUPPLY FAN RTU-2 Yes - - s EF-2 CV IT CLOSET TRANSFER EF-2 Yes Note 1- Constant Volume (CO, Variable Air Volume (VAV), orHospitaULab CV system that qualifies for VAV budget per C403.2.11.1 Exception 1. Single zone VAV systems shall comply as CV. Note 2 - Describe system type and list all fans (or groups of fans) associated with the delivery and removal of conditioned air bythe system. include all supply, return/relief, exhaust and exhaust hoods (>1 hp), make-up air, dedicated outside air (DOAS), booster fans, and series fan -powered terminals, VAV parallel fan -powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak conditions. Note 3 - Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air b y the system. Note 4 - This form automaticallyidentifies whethera MECH-FANSYS form is required to demonstrate compliance with the fan power allowance (Yes), or this information is not required because the system has a combined total nameplate motor hp thatis 5 hp or less (No) MECH-FANSYS Forms A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp. Select (Add Fan Add Fan System System Form) to generate an additional form. Added forms can be deleted with buttonin cell E32 of the added form. Form Mechanical Fan S stem Power Allowance 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 FANSYS-SUM''. Revised January 2017 Project Title: Ben Bridge - South Center Mall - Tukw ila WA Date 2/12/2018 For Building Dept. Use HVAC Air Distribution System Schedule List all HVAC systems that have the capabilityto provide heating and/or cooling to the spaces theyserve. System or Primary Supply Fan ID Speed Control (Note 1) Description (Note 2) System Total Nameplate HP (Note 3) Fan Power Calculation Required (Note 4) RTU-1 SF CV RTU-1 SUPPLY FAN RTU-1 Yes RTU-2 SF CV RTU-2 SUPPLY FAN RTU-2 Yes C R U5 F- Y s , EF-2 NOT USED ' EF-3 NOT USED Note 1- Constant Volume (CV), Variable Air Volume (VAV), or Hospital/Lab CV sys tem that qualifies for VAV b udget per C403.2.11.1 Exception 1. Single zone VAV systems shall corn* as CV. Note 2 - Describe system type and list all fans (or groups of fans) associated with the delivery and removal of conditioned air by the system. Include all supply, return/relief, exhaust and exhaust hoods (>1 hp), make-up air, dedicated outside air (DOAS), booster fans, and series fan -powered terminals. VAV parallel fan -powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak conditions. Note 3 - Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air by the system. Note 4 - This form automaticallyidentifies whether MECH-FANSYS form is required to demonstrate compliance with the fan power allowance (Yes), or this information is not required because the system has a combined total nameplate motor hp that is 5 hp or less (No) MECH-FANSYS Forms Add Fan System A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp. Select (Add Fan Form System Form) to generate an additional form. Added forms can be deleted with button in cell E32 of the added form. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila BUILDING DIVISION RECEIVED CiTY OF TUKWiLA MAY 022018 PERMIT CENTER General Contracto -V: N 0 V co 0 N 0) I-: a) 0 E z ARCHITECTS CO c O) Q -a Mon CU 4) N f/) 7007 REGISTERED ARCHITECT C1) cc, a) co -c Lr) 0- MC0 _; C) V Nicrie 0 u.- 0 `‘ BRIAN COLLINS-FRIEDRICHS STATE OF WASHINGTON z 0 U)N �fr U) Q =w Ben Bridge Jewelers PERMIT COMMENTS CO 0 0 0) z 0 w o✓ STOCKROOM REVISION 2/16/2018 May 1 2018 cc I— z w C-) 0 — .HENDERSONENGINEERS.COM o 0 wrr-00 Z Fes- o LLI Q IDS O _ Cq ] o — w = 2 OO J 1- 11 0 csl 0 a Date: 04/16/2018 WSEC MECHANICAL COMPLIENCE FORMS SEAN O. EISLER WC 1 L — _L_ JEWELRY AND WATCHMAKER 101 I OWNER PROVIDED (REFRIGERATOR IMB WHA ER PROVIDED I DISHWASHER- . j WATER PLAN ) SCALE: 1/4"=1'-0" b10 DWV RISER PLAN SCALE: 1 /4"=1'-0" 1-1 /2" CW 1 /2"HW L - CWCO�(WC1 RESTROOM LV1 WCO 2"V JEWELRY AND WATCHMAKER STOCK 105 (SK2 WCO -2"W 2"V 22"V 5 SK1� DAGF� WCO r- DWV PLAN SCALE: 1 /4"=1'-0" PTJ —� L- I LANDLORD'S PLUMBING GENERAL NOTES: 1. TENANTS ON THE GROUND FLOOR REQUIRING BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW -GRADE UTILITIES. ON COMPLETION OF PATCHING OF SLAB -ON -GRADE SYSTEM, INCLUDING GAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPH DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. 2. TENANT SHALL INSTALL WATERPROOF MEMBRANE IN RESTROOM AREA AND UP THE WALL 6" TO ISOLATE LEAKS AND SPILLS. PLUMBING SYMBOLS THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS OR ABBREVIATIONS ARE USED. STANDARD MOUNTING HEIGHTS PIPING SYMBOLS REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. UNO, INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW WITH FINAL APPROVAL BY THE ARCHITECT. LAVATORY OR SINK STANDARD HEIGHT ADA ACCESSIBLE URINAL STANDARD HEIGHT ADA ACCESSIBLE WATER CLOSET STANDARD HEIGHT ADA ACCESSIBLE WATER COOLER OR DRINKING FOUNTAIN STANDARD HEIGHT ADA ACCESSIBLE ICE MAKER OUTLET BOXES WASHING MACHINE OUTLET BOXES JANITOR'S SINK FAUCET FITTINGS 31" FLOOR TO RIM 34" FLOOR TO RIM 24" FLOOR TO RIM 17" FLOOR TO RIM 15" FLOOR TO RIM 17" TO 19" FLOOR TO TOP OF SEAT 41" FLOOR TO SPOUT 36" FLOOR TO SPOUT 24" FLOOR TO CENTER OF BOX 42" FLOOR TO RIM 42" FLOOR TO CENTERLINE USE THE DEFAULT MOUNTING HEIGHTS SHOWN ABOVE UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS OR ELSEWHERE. MOUNTING HEIGHTS LISTED ARE ABOVE FINISHED FLOOR (AFF) OR ABOVE FINISHED GRADE (AFG). ALL DEVICES SHALL BE INSTALLED IN COMPLIANCE WITH CURRENT ADA AND LOCAL REQUIREMENTS. AN NOTATION PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR PROVIDED UNO) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER ABBREVIATIONS ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AP ACCESS PANEL BFF BELOW FINISHED FLOOR BOP BOTTOM OF PIPE BOS BOTTOM OF STRUCTURE BTU BRITISH THERMAL UNIT CU COPPER DI DUCTILE IRON DN DOWN DFU DRAINAGE FIXTURE UNIT (E) EXISTING ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW FF FINISHED FLOOR FL FLOW LINE FLA FULL LOAD AMPS FLR FLOOR GPM GALLONS PER MINUTE HD HEAD, HUB DRAIN HZ HERTZ IE INVERT ELEVATION JB JUNCTION BOX J-BOX JUNCTION BOX KW KILOWATT MAX MBH MIN N/C N/O NIC PDI PH/0 PRV PVC RTU SF TFA TFB TYP UL UNO VTR W/ W/O WC WS WSFU WVS MAXIMUM 1000 BTU PER HOUR MINIMUM NORMALLY CLOSED NORMALLY OPEN NOT IN CONTRACT PLUMBING DRAINAGE INSTITUTE PHASE PRESSURE REDUCING VALVE POLYVINYL CHLORIDE ROOFTOP UNIT SQUARE FEET TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNDERWRITERS LABORATORIES, INC. UNLESS NOTED OTHERWISE VENT THROUGH ROOF WITH WITHOUT WATER COLUMN WASTE STACK WATER SUPPLY FIXTURE UNIT WASTE VENT STACK ®0 FLOOR SINK (FS), SIZE & TYPE FLOOR DRAIN (FD), SIZE & TYPE Ii1 BALL VALVE SHUTOFF VALVE CHECK VALVE BALANCING VALVE WITH PRESSURE PORTS WATER METER STRAINER STRAINER WITH BLOWOFF RELIEF/SAFETY VALVE PRESSURE REDUCING VALVE THERMOMETER UNION FLANGE CONNECTION MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF VALVE CLEANOUT CAP 0 II WALL CLEANOUT (WCO) FLOOR CLEANOUT (FCC) 10 ELBOW UP ELBOW DOWN TEE UP ICI TEE DOWN ELBOW UP WITH SHUT-OFF VALVE (SOV) ELBOW DOWN WITH SHUT-OFF VALVE (SOV) TEE UP WITH SHUT-OFF VALVE (SOV) Fes' TEE DOWN WITH SHUT-OFF VALVE (SOV) WATER HAMMER ARRESTER (WHA) WITH PDI SIZES, (A, B, C, D, & E) RECIRCULATION PUMP -CO P-TRAP 00 TRAP PRIMER WITH DISTRIBUTION UNIT F-- p I0 "A" LINETYPE LEGEND THROUGHOUT THE DRAWINGS DIFFERENT LINE -TYPES ARE USED IN COMBINATION WITH THE SYMBOLS TO INDICATE THE STATUS OF ITEMS AS EXISTING, TO BE DEMOLISHED, TO BE INCLUDED AS PART OF NEW WORK AND/OR ITEMS WHICH ARE ANTICIPATED TO BE PROVIDED IN THE FUTURE. THE STATUS OF ITEMS USING THESE LINETYPES ARE RELATIVE TO THE VIEW IN WHICH THEY APPEAR. PHASING SHOWN IN DRAWINGS IS NOT INTENDED TO FULLY DESCRIBE ALL NECESSARY CONSTRUCTION PHASING, WHICH IS DETERMINED BY THE CONTRACTOR AS PART OF THEIR RESPONSIBILITIES. ANY SUCH PHASES DESCRIBED IN THE CONSTRUCTION DOCUMENTS ARE GENERAL AND ONLY INTENDED TO INDICATE A BROAD ORDER FOR THE SAKE OF DESCRIBING THE PROJECT. THE FOLLOWING LINETYPES MAY BE USED ON ANY DEVICE, EQUIPMENT, NOTE, LINE, SHAPE, ETC. PLUMBING GENERAL NOTES: 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY THE OWNER'S CONSTRUCTION MANAGER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. FURNISH A CONSTRUCTION RECORD SET OF "AS -BUILT" DOCUMENTS TO THE OWNER'S CONSTRUCTION MANAGER REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS PREPARED BY THE ENGINEER -OF -RECORD AFTER FINAL INSPECTION OF INSTALLED PLUMBING SYSTEMS. 3. FURNISH TO THE OWNER'S CONSTRUCTION MANAGER A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 6. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 7. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 8. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 9. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 10. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 11. GENERAL CONTRACTOR SHALL ROD AND SCOPE WASTE LINE TO LANDLORD'S MAIN PRIOR TO TURNOVER. 12. PROVIDE SIZE AND LENGTH OF HOT WATER FIXTURE SUPPLY PIPE FROM CIRCULATED HOT WATER BRANCH OR MAIN TO TERMINATION OF HOT WATER FIXTURE SUPPLY PIPE AT EACH FIXTURE PER 2015 WASHINGTON STATE ENERGY CODE, TABLE C404.3.1. FOR 1/2" HOT WATER FIXTURE SUPPLY PIPE SIZE TO INDIVIDUAL LAVATORIES, PROVIDE MAXIMUM LENGTH OF TWO FEET. FOR 1/2" HOT WATER FIXTURE SUPPLY PIPE SIZE TO INDIVIDUAL SINKS, PROVIDE MAXIMUM LENGTH OF 43 FEET. FOR 3/4" HOT WATER FIXTURE SUPPLY PIPE SIZE TO INDIVIDUAL SINKS, PROVIDE MAXIMUM LENGTH OF 21 FEET. O PLUMBING PLAN NOTES: 1. CONNECT AND EXTEND NEW 1" COLD WATER PIPE REMAINING FROM DEMOLITION WORK . FIELD VERIFY EXISTING CONDITIONS AND LOCATION PRIOR TO SUBMITTING BID. 2. AS REQUIRED, PROVIDE NEW WATER SUBMETER, REMOTE READER AND PRESSURE REGULATING VALVE. COORDINATE AND VERIFY ANY WATER METER, REMOTE READER AND PRV REQUIREMENTS, LOCATION AND MOUNTING HEIGHT WITH LANDLORD PRIOR TO BID. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 3. CONNECT NEW 4" SANITARY PIPE TO EXISTING SANITARY PIPE REMAINING FROM DEMOLITION WORK. FIELD VERIFY LOCATION, DIRECTION OF FLOW AND INVERT ELEVATION PRIOR TO SUBMITTING BID. 4. CONNECT NEW 2" VENT PIPE TO EXISTING VENT PIPING ABOVE CEILING REMAINING FROM DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS AND LOCATION PRIOR TO SUBMITTING BID. 5. PROVIDE ACCESS PANEL AS REQUIRED TO MAINTAIN ACCESS TO SHUT-OFF VALVES. REFER TO PLUMBING SPECIFICATIONS FOR FURTHER REQUIREMENTS. 6. ROUTE WATER HEATER DRAIN AND T&P DRAIN PIPING TO DISCHARGE SEPARATELY OVER NEAREST RECEPTOR WITH AIR GAP. 7. 1"HW DN IN WALL TO LAV WITHIN 24" OF LAVATORY HOT WATER STOP VALVE, AND 3/4" HW UP. EXISTING DEMOLISH NEW FUTURE DOMESTIC COLD WATER (CW) DOMESTIC HOT WATER (HW) DOMESTIC HOT WATER RECIRC. (HWR) TRAP PRIMER LINE (T) SOIL PIPING - ABOVE FLOOR (S) SOIL PIPING - BELOW FLOOR (S) WASTE PIPING - ABOVE FLOOR (W) WASTE PIPING - BELOW FLOOR (W) VENT BELOW FLOOR (VBF) CONDENSATE DRAIN (CD) VENT PIPING (V) - --CW--- ---- H W ---- -----HWR----- T S -S- W- CWV- - -VBF- CD- REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 0 2 2018 PERMIT CENTER ARCHITECTS V) cc; U c to Cl) a) C C � f� cOp Lo Lc) Q V < - O O .. p CO cnce) =ai coal coal ch as • N N a U)N a Li CS General Contra C 0 U a) O Ii C 0 U) a) I- a� .fl E z 7007.................................. \ REGISARCHTITECTERED I Ben Bridge Jewelers 0 N_ M PERMIT COMMENTS C m w ct CO 0 N 0 w N BRIAN COLLINS-FRIEDRICHS STATE OF WASHINGTON `. STOCKROOM REVISION c.) J LL LIJ 2/16/2018 May 1 2018 J J J Q W D_ F- LU z W LJ V C.) I— O U) Col; w O COco .1 — rn F= Q z�y w J 0 0 0 C U 0 Date: 04/16/2018 PLUMBING PLAN AND RISER DIAGRAMS THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES (TYP). CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR COLD PIPE OUTSIDE DIAMETER PLUS INSULATION THICKNESS. DO NOT PENETRATE INSULATION WITH HANGER. PROVIDE A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS AT EACH HANGER OF COLD INSULATED PIPE. PROVIDE SHORT INSULATION SHIELD FOR LAPPING INSULATION JACKET OVER HIGH DENSITY INSULATION OR STYROFOAM BILLETS. MAINTAIN VAPOR BARRIER PROVIDE METAL 360° INSULATION SHIELD AND HIGH DENSITY INSULATION OR PRE-ENGINEERED THERMAL HANGER -SHIELD INSERT OF CALCIUM SILICATE INSULATION. FOR PIPES 4" AND SMALLER, PRE-ENGINEERED THERMAL HANGER -SHIELD INSERT OF FLEXIBLE UNICELLULAR INSULATION MAY BE PROVIDED CUT INSULATION TO FIT AROUND TRAPEZE HANGER. SEAL BOTH ENDS OF EXPOSED INSULATION WITH JOINT SEALANT PROVIDE 1-5/8"x1-5/8" 14 GA. CHANNEL SUPPORT COLD PIPE HOT PIPE REFER TO SPECIFICATIONS FOR INSULATION TYPES, INSULATION THICKNESSES, HANGER TYPES, HANGER ROD CONNECTIONS TO SRUCTURE AND HANGER SPACING. INSULATED PIPE HANGER DETAIL NOT TO SCALE SIZE AND QUANTITY OF HANGER RODS PER MANUFACTURER'S RECOMMENDATIONS PROVIDE TWO-PIECE PIPE CLAMP (TYP) SUPPORT NUT (TYP) UNINSULATED STEEL OR PLASTIC PIPE PROVIDE PLASTIC GALVANIC ISOLATOR FOR COPPER PIPE (TYP) UNINSULATED COPPER PIPE COLD INSULATED PIPE PIPE INSULATION (TYP) HOT INSULATED PIPE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITONS. REFER TO SPECIFICATIONS FOR MORE INFORMATION. PIPE AND CONDUIT OF ALL TRADES MAY BE COMBINED ON THE SAME SUPPORT CHANNEL. COORDINATE SUPPORT CHANNEL LENGTH WITH PIPING AND CONDUIT TO BE SUPPORTED. SUPPORT CHANNEL SPACING SHALL BE DETERMINED BY SMALLEST PIPE TO BE SUPPORTED. CHANNEL SUPPORT MAY BE USED AS A WALL BRACKET, ATTACH TO WALL WITH ANCHOR BOLTS PER SPECIFICATIONS. FOR HORIZONTAL INSULATED PIPING, ATTACH CLAMPS AS INDICATED ABOVE, FOR VERTICAL INSULATED PIPING, ATTACH CLAMPS TO THE PIPE AND SEAL INSULATION AT BOTH CLAMP ENDS. TRAPEZE PIPE HANGER NO SCALE SEAN O. EISLER SECURE PIPE HANGER TO STRUCTURE (TYP) CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR HOT PIPE OUTSIDE DIAMETER. CUT INSULATION TO FIT AROUND HANGER. SEAL EXPOSED INSULATION ENDS WITH JOINT SEALANT WATER HAMMER ARRESTER, PDI SIZE "A" STRAINER ADAPTER, SWEAT TO GARDEN HOSE THREAD FLOW CONTROL VALVE, SET AT 1.0 GPM RE: SCHEDULES & SPECIFICATIONS MAKE CONNECTIONS TO UNDERCOUNTER DISHWASHER SPECIFIED IN DIVISION 11. INSTALL WATER AND WASTE HOSES FURNISHED WITH DISHWASHER. 1/2" HOT WATER SUPPLY FROM WATER HEATER 3/4" PIPE FROM COLD WATER SUPPLY TO WATER HEATER, WITH NO CHECK VALVES INTERVENING FDA -COMPLIANT BUTYL DIAPHRAGM WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING, NSF APROVED FOR DOMESTIC WATER SERVICE PIPE HANGER NEXT TO ELBOW PROVIDE DIELECTRIC PIPE UNION AT TANK CONNECTION FOR CONNECTION OF DISSIMILAR METALS AIR CHARGING VALVE. FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES. SMALL EXPANSION TANK NO SCALE PROVIDE AIR GAP FITTING IF REQUIRED BY LOCAL CODES OR AUTHORITIES, OR HANG WASTE HOSE AS HIGH AS POSSIBLE UNDER COUNTERTOP, 38" MAXIMUM. NEARBY SINK CONNECT DISHWASHER DRAIN HOSE TO BRANCHING TAILPIECE OF SINK (REFER TO SCHEDULE AND/OR SPECIFICATIONS), OR CONNECT TO GARBAGE DISPOSER IF PROVIDED. 10" MINIMUM PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS AND INSTALLATION AS RECOMMENDED BY EQUIPMENT MANUFACTURER. REFER TO PLUMBING FIXTURE SCHEDULE AND SPECIFICATIONS FOR ACCESSORIES SHOWN. IF SINK IS ADA, DO NOT ENCROACH ON ACCESSIBILITY ZONE. RESIDENTIAL DISHWASHER CONNECTION WITH INSTANTANEOUS ELECTRIC WATER HEATER NO SCALE INSTALL WITH MINIMUM 6" CLEARANCE TO BUILDING STRUCTURE ABOVE REFER TO SPECIFICATIONS INSTALL ASME TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WITH WATER HEATER THERMOMETER PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE PIPE FULL SIZE OF VALVE OUTLET — ELECTRIC WATER HEATER PER SPECIFICATIONS AND/OR SCHEDULE DRAIN VALVE WITH HOSE BIBB BY WATER HEATER MANUFACTURER PROVIDE 6" DEEP RUST -PROOF WATER -TIGHT PAN UNDER HEATER, WITH DRAIN PIPE SET WATER HEATER ON MEZZANINE IF CEILING EXISTS, INSTALL ABOVE IT IF THERE IS ADEQUATE SPACE AND EASY ACCESS PROVIDE AUTOMATIC VACUUM RELIEF VALVE ABOVE TOP OF HEATER CHECK VALVE (TYPICAL) .......--SHUT-OFF VALVE COLD WATER SUPPLY HOT WATER TO FIXTURES 3/4" BRANCH TO EXPANSION TANK PROVIDE 12"WIDE x 12"DEEP HEAT TRAP AT INLET AND OUTLET (TYPICAL) RECIRCULATION PUMP WITH UNION CONNECTIONS. PROVIDE SHUTOFF VALVE, AQUASTAT AND STRAINER UPSTREAM, CHECK VALVE AND SHUTOFF VALVE DOWNSTREAM PROVIDE DIELECTRIC PIPE UNION AT TANK CONNECTIONS FOR CONNECTION OF DISSIMILAR METALS (TYPICAL) ROUTE RELIEF VALVE DISCHARGE PIPE AND DRAIN PAN PIPE SEPARATELY TO DISCHARGE INTO RECEPTOR SHOWN ON PLAN, WITH AIR GAP PER LOCAL CODE REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS WITH WATER HEATER FURNISHED. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC BRACE WHERE REQUIRED. PROVIDE WATER HEATER PLATFORM ATTACHED TO WALL AND/OR SUSPENDED FROM STRUCTURE ABOVE. INSTALL BOTTOM OF PLATFORM AT MINIMUM 6'-6" ABOVE FLOOR IF ABOVE JANITOR'S SINK; OTHERWISE HIGH AS POSSIBLE. POWER WIRING AND DISCONNECT ARE SPECIFIED BY ELECTRICAL. INTERLOCK OF AQUASTAT WITH RECIRCULATION PUMP IS SPECIFIED BY ELECTRICAL. COLD WATER MAIN BRANCH PIPE WITH SHUT-OFF VALVE FEEDING PLUMBING FIXTURE(S) AUTOMATIC TRAP PRIMER VALVE WITH INTEGRAL AIR GAP. INSTALL TRAP PRIMER MINIMUM 12" ABOVE FLOOR FOREVERY 20' OF PRIMER DISCHARGE PIPE. PROVIDE DISTRIBUTION UNIT(S) WHERE MORE THAN ONE TRAP IS SERVED BY ONE TRAP PRIMER VALVE. IF TRAP PRIMER IS INSTALLED ABOVE HARD CEILING, PROVIDE ACCESS DOOR PER SPECIFICATIONS. PROVIDE FLOOR DRAIN BODY OR P-TRAP WITH THREADED TRAP PRIMER CONNECTION. PROVIDE SWEAT TO THREADED ADAPTER. BRAZE JOINT BELOW FLOOR SLAB ON GRADE. WATER HEATER NO SCALE CONNECT 1/2" PIPE (WITHOUT SHUT-OFF VALVE IN BRANCH) TO TRAP PRIMER VALVE OFF TOP OF BRANCH PIPE. INSULATE PIPE UPSTREAM OF TRAP PRIMER, BUT NOT DOWNSTREAM. - INSTALL TRAP PRIMER LINE(S) DOWNSTREAM OF TRAP PRIMER OR DISTRIBUTION UNIT USING 1/2" SOFT COPPER TUBING. INSTALL WITHOUT KINKS, AND SLOPE CONTINUOUSLY TOWARDS FLOOR DRAIN. CONCEAL PIPE(S) IN PARTITION OR CHASE IN FINISHED AREAS. TRAP PRIMER AND PIPES MAY BE INSTALLED EXPOSED IN UNFINISHED, NON-PUBLIC AREAS. IF PIPE IS BELOW FLOOR SLAB ON GRADE, PROVIDE 1/2" ELASTOMERIC INSULATION FROM PRIMER CONNECTION TO 1" ABOVE FLOOR SLAB. PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS, AND WHERE REQUIRED BY LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE FOR MORE INFORMATION. INSTALL TRAP PRIMER VALVE AND DISTRIBUTION UNIT PER MANUFACTURER'S RECOMMENDATIONS. TRAP PRIMER OVERHEAD NO SCALE PLUMBING FIXTURE SCHEDULE: FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AND INSTALLATION REQUIREMENTS. VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. DAGF DISHWASHER AIR GAP FITTING: SIOUX CHIEF #249, DISHWASHER AIR GAP MEETING ASSE 1021 WITH POLYPROPYLENE BODY, CHROME -PLATED BRASS CAP, 1/2" INLET HOSE BARB, AND 3/4" OUTLET HOSE BARB. EXPANSION TANK: AMTROL "THERM-X-TROL" # ST-5, WELDED STEEL PRESSURE TANK, POLYPROPYLENE LINING, FLEXIBLE BUTYL DIAPHRAGM, AIR CHARGING VALVE, 150 PSI MAXIMUM WORKING PRESSURE, 2.0 GALLON CAPACITY, 0.45 MAXIMUM ACCEPTANCE FACTOR, 3/4" PIPE CONNECTION. SET THE AIR CHARGE PRESSURE TO MATCH EXISTING WATER SYSTEM PRESSURE. FCO FLOOR CLEANOUT: JAY R. SMITH, CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR, ABS PLUG, AND ADJUSTABLE, SQUARE, SECURED, NICKEL BRONZE, TOP. # 4051 L (-F-C), SCORIATED TOP FOR EXPOSED, FLUSH WITH FINISHED FLOOR, APPLICATION(S), # 4171 (-F-C), 1/8" RECESS FOR INSTALLATION IN TILED FLOOR AREA(S), # 4211 (-F-C), 1/2" RECESS FOR INSTALLATION IN TERRAZZO AND SIMILAR -• e ••� +; • - • w; i • FD1) FLOOR DRAIN: JAY R. SMITH # 2110L (-B), CAST IRON BODY, 8" ROUND, LOOSE, MEDIUM DUTY, CAST IRON GRATE, SEDIMENT BUCKET, BOTTOM OUTLET, SEEPAGE PAN, AND MEMBRANE FLASHING CLAMP. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. INSTALL "WCO" IN VENT ABOVE FIXTURE. IMB ICE MAKER BOX: GUY GRAY MODEL # BIM875, 20 GAUGE GALVANIZED STEEL BOX, 18 GAUGE STEEL FACEPLATE, BOTTOM INLET WATER SUPPLY WITH 1/2" x 1/4" COMPRESSION ANGLE STOP VALVE. TRIM: LOOP 4 FEET OF 1/4" TYPE "K" SOFT COPPER TUBING. WALL -MOUNTED LAVATORY (ADA ACCESSIBLE): AMERICAN STANDARD #0124.131 "COMRADE" 20 x 18-1/4" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE AND REAR OVERFLOW. FAUCET: CHICAGO FAUCET # 857-E12-665PSHABCP 4" CENTERSET, LEAD FREE SELF CLOSING METERING FAUCET, POLISHED CHROME, BRASS BODY, 4-1/2" INTEGRAL SPOUT WITH # E12 2.2 GPM AERATOR. TRIM: McGUIRE # 155A GRID DRAIN WITH TAILPIECE, McGUIRE # LF2165CCLK LEAD FREE BRASS LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 8872CF 1-1/4" 17 GAUGE CAST CHROME PLATED BRASS ADJUSTABLE P-TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON, CONCEALED ARM CARRIER WITH STANCHIONS TO FLOOR, AND TRUEBRO "HANDI LAV- GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. WASTE PIPES. INSTALL "WCO" UNDERNEATH WASTE CONNECTION. SINK: KOHLER "STRIVE", #K-5286 24" x 18-1/4" x 9-5/16" DEEP, SINGLE COMPARTMENT, UNDER MOUNT, 16 GAUGE STAINLESS STEEL, FIXTURE WITH INSTALLATION HARDWARE AND CUT-OUT TEMPLATE. SET IN BED OF CLEAR SILICONE SEALANT. FAUCET: MOEN "ALIGN" # 5923 SINGLE HOLE, WITH SINGLE LEVER HANDLE, PRE -RINSE SPRING PULLDOWN HIGH ARC FAUCET AND 1.5 GPM AERATOR. TRIM: McGUIRE # 1LF2165CC LEAD FREE BRASS WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 151M CUP STRAINER WITH 1-1/2" 17 GAUGE TAILPIECE, McGUIRE # B8912CF 1-1/2" 17 GAUGE CAST CHROME PLATED BRASS ADJUSTABLE P-TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, PLUMBEREX "PRO -EXTREME" # X-4222 INSULATION KIT FOR WATER AND WASTE PIPES. INSTALL "WCO" UNDERNEATH WASTE CONNECTION. SINK: KOHLER "STRIVE", #K-5287 15" x 15" x 9-5/16" DEEP, SINGLE COMPARTMENT, UNDER MOUNT, 16 GAUGE STAINLESS STEEL, BAR SINK WITH INSTALLATION HARDWARE AND CUT-OUT TEMPLATE. SET IN BED OF CLEAR SILICONE SEALANT. FAUCET: MOEN "ALIGN" # 5965 SINGLE HOLE, WITH SINGLE LEVER HANDLE, PULLDOWN HIGH ARC PREP/BAR FAUCET AND 1.5 GPM AERATOR. TRIM: McGUIRE # 1LF2165CC LEAD FREE BRASS WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 151M CUP STRAINER WITH 1-1/2" 17 GAUGE TAILPIECE, McGUIRE # B8912CF 1-1/2" 17 GAUGE CAST CHROME PLATED BRASS ADJUSTABLE P-TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, PLUMBEREX "PRO -EXTREME" # X-4222 INSULATION KIT FOR WATER AND WASTE PIPES. INSTALL "WCO" UNDERNEATH WASTE CONNECTION. THERMOSTATIC MIXING VALVE: POWERS # e480, SOLID BRASS BODY, THERMOSTATIC WAX ELEMENT, CORROSION RESISTANT INTERNAL PARTS, AND INTEGRAL CHECKS, ASSE 1070 COMPLIANT, CAPABLE OF 2.2 GPM WITH A 20 PSI DIFFERENTIAL AND A MINIMUM FLOW RATE OF 0.5 GPM. SET TEMPERATURE TO 110°F FOR DUEL TEMPERATURE LAVATORIES AND HAND SINKS, 100°F FOR SINGLE TEMPERATURE LAVATORIES AND HAND SINKS AND 120°F FOR SINKS. MOUNT BELOW THE PLUMBING FIXTURE WHERE INDICATED ON PLAN(S). TRAP PRIMER: PRECISION PLUMBING PRODUCTS # PR-500 "PRIME RITE", CORROSION RESISTANT BRASS BODY, "0" RING SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM BREAKER. INSTALL THE VALVE AT A MINIMUM OF 12" ABOVE FINISHED FLOOR. TIME SWITCH: INTERMATIC #ET1705CSPST, 7 DAY, ONE CIRCUIT -SINGLE POLE SINGLE THROW, ELECTRONIC TIME SWITCH OR EQUAL BY TORK. TIME SWITCH SHALL BE MOTOR RATED (1 H.P. @ 120 VOLT, SINGLE PHASE), MINIMUM OF 20 SETPOINTS (14 ON/OFF CTCLES) AND BATTERY BACKUP. COORDINATE WITH DIVISION 16 FOR INSTALLATION AND INTERLOCK OF TIME SWITCH IN SERIES WITH THE AQUASTAT AND RECIRCULATION PUMP. WALL -MOUNTED WATER CLOSET: ZURN "Z5560" TANK TYPE WHITE VITREOUS CHINA FIXTURE WITH ELONGATED , DUAL FLUSH 1.6 GALLON OR 1.0 GALLON PER FLUSH, PRESSURE ASSISTED TANK, SIPHON JET ACTION AND SPEED CONNECT TANK/BOWL COUPLING SYSTEM. TRIM: WHITE OPEN -FRONT CONTOURED, SOLID PLASTIC, HEAVY DUTY, SEAT LESS COVER WITH SELF-SUSTAINING CHECK HINGES AND STAINLESS STEEL BOLTS. McGUIRE # LF2166CC LEAD FREE BRASS ANGLE STOP VALVE WITH RISER AND CHROME -PLATED ESCUTCHEON. INSTALL "WCO" IN VENT ABOVE FIXTURE. (WCO) WALL CLEANOUT: JAY R. SMITH # 4530S, CAST IRON CLEANOUT TEE, COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER AND SCREW, AND IRON PLUG WITH GASKET SEAL. REFER TO SPECIFICATIONS FOR INSTALLATION. (WHA) WATER HAMMER ARRESTER: PRECISION PLUMBING PRODUCTS, HARD DRAWN COPPER BODY WITH WROUGHT COPPER FITTINGS, PISTON TYPE WITH LUBRICATED EPDM "0" RING SEALS, MEETING ASSE 1010 OR PDI WH-201. PROVIDE PDI SIZES "A" THROUGH "F" AS SHOWN ON PLANS. PROVIDE SIZE "A" UNLESS SHOWN FIXTURE BRANCH CONNECTION SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (FT) 1/2" - 4" 2" LAVATORY 1/2" 1/2" 2" 1-1/2" FLOOR DRAIN - -- 3" 2" HAND SINK 1/2" 1/2" 2" 1-1/2" JANITOR'S SINK 3/4" 3/4" 3" 2" NOTE: PIPE SIZES SHOWN ARE MINIMUM. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 022010 PERMIT CENTER ca cc 0 0 (T a) 0 L_ a) 0 .a3 Cu 0 a) c ARCHITECTS cc cc PERMIT COMMENTS a) a) t- C1) M CM Cr) IN- LO 0 M rn N 0_ 70 REGISTERED ARCHITECT BRIAN COLLINS-FRIEDRICHS ',STATE OF WASHINGTON z 0 to III W WCD Z. w cc O z 0 w cc N CO (NI U) N STOCKROOM REVISION LLI 0 Cr) 0 Ce J CC1 LLl Z w 2/16/2018 May 1 2018 J W z w 0 H 0 co HENDERSONENGINEERS.COMI 0 0 0 a) 0 2 co o a 0 0 CO 0 PLUMBING DETAILS AND SCHEDULES N JASON P. WOLLUM A-10 �. (PART) VIA LP1-19 ■le 0 �'0 0 aI , .! a 1.1.1.111.I uie,.I. ireswiospimilleprigievesselet WATCHMAKER DL6 DL6 DL6B LV3 )1Fli01AfEE E (PART) DL6 DL6A DLL PN3"' 7 A-14 (PAR VIA LP1 L22i- T DL8 DL8 A-• (PA-T) VIA L`1-10 A-6 (PART) VIA LP1-11 A-14 (PART) VIA LP1-20 DL3 DL3 DL3-DL3 DL4 DL4 DL4 DL4 wrW (PART) DL4A VIA LP1=7 DL2 A-4 (PART) VIA LP118 DL DL DL DL DL DL7 GENERAL ELECTRICAL NOTES: 1. TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMMENCEMENT OF TENANT'S CONSTRUCTION. ANY VARIANCES BETWEEN THESE APPROVED PLANS, LANDLORD PROVIDED LOD AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. NOTIFY OWNER REPRESENTATIVE OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMITTING BID. 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS AND CAREFULLY COORDINATE NEW WORK WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 3. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN DURING NEW WORK. REPAIR DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. REPAIR DAMAGED SURFACES TO MATCH ADJACENT AREAS, INCLUDING FIRE RATINGS. 4. READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK. COORDINATE THIS WORK WITH ALL OTHER DIVISIONS OF WORK AND ALL SUBCONTRACTORS. PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 5. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY OWNER REPRESENTATIVE OF ANY CONFLICTS OR A-4 (PART) VIA LP1 6 A-2 (PART) VIA LP1-4 DL8 DL8 DL8 A-2 (PART) VIA LP1-2 SALES FLOOR A-12 (PART) VIA LP1-24 ROLEX 103 DL: DL8 P 2 ■ mL4 ■ e 4 ■ �1A ■ DL4 ■ DL4 P 20 ■ 6L4 ■ n 4 PN2 A-6 -(PART)- - VIA LP1-13 A-2 (PART) VIA LP1-3 DL8 DL8 LIGHTING PLAN SCALE: 1 /4"=1'-0" DISCREPANCIES PRIOR TO SUBMISSION OF BID. 6. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS, AND ROOF WHERE ELECTRICAL COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR DAMAGED SURFACES TO MATCH ADJACENT AREAS, INCLUDING FIRE RATINGS. 7. REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, SYSTEMS, CONDUIT, BOXES, WIRE, ETC. NOT BEING REUSED. DO NOT ABANDON ANY ELECTRICAL ITEMS. 8. ENSURE CIRCUIT CONTINUITY OF ALL EXISTING TO REMAIN CIRCUITING. EXTEND/REWORK EXISTING CIRCUITING AS NECESSARY. FIELD VERIFY ALL EXISTING CONDITIONS. 9. VERIFY ROUGH -IN REQUIREMENTS, LOCATIONS, MOUNTING HEIGHTS, VOLTAGE, PHASE, AMPS, HP, KW, ETC. FOR OWNER OR VENDOR PROVIDED EQUIPMENT, WITH OWNER OR VENDOR, BEFORE PROVIDING ROUGH -IN. MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. VERIFY THE TYPE OF FINAL CONNECTION AND PROVIDE APPROPRIATE WIRING METHOD. VERIFY ALL DEVICE LOCATIONS. 10. UNLESS OTHERWISE NOTED, ALL CIRCUITRY SHALL BE #12 AWG IN 1/2" CONDUIT. 11. LIGHT FIXTURES SHOWN ON THESE DRAWINGS REPRESENT GENERAL ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT LOCATIONS, MOUNTING INFORMATION AND ADDITIONAL NOTES. A-12 (PART) DL91t, DL9it, DL9�, DL DL1 // i. \_ t. . ;i 1• DL1 •\. , N A^'^""� FL3 DL1 • DL1 • DL1 • bL1 DL8 DL8 A-4 (PART) VIA LP1-9 A-4 (PART) VIA LP1-7 A-2 (PART VIA LP1 1 12. PROVIDE GREEN EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC FOR ALL LIGHTING CIRCUITS. 13. ALL FIXTURES LABELED 'NL' ARE NIGHT LIGHTS TO REMAIN ON CONTINUOUSLY FOR SAFETY AND/OR SECURITY REASONS. PROVIDE FIXTURE WITH UNSWITCHED HOT CONDUCTOR. 14. PROVIDE ALL FIXTURE EMERGENCY BATTERY BACKUP BALLASTS/DRIVERS WITH UNSWITCHED HOT CONDUCTOR. 15. REFER TO SHEET E3.2 FOR LIGHT FIXTURE SCHEDULE. 16. NORMAL AND EMERGENCY EGRESS LIGHTING OUTSIDE OF LEASE AREA PROVIDED BY LANDLORD. 17. ITEMS SHOWN IN DASHED LINE -WEIGHT ARE TO BE DEMOLISHED. ITEMS SHOWN IN LIGHT LINE -WEIGHT ARE EXISTING TO REMAIN. ITEMS SHOWN IN BOLD LINE -WEIGHT ARE NEW. 18. GENERAL LIGHTING SHALL BE DIMMABLE IN THE SALES AREA. REFER TO SHEET E3.3 FOR ADDITIONAL DETAILS. 19. TENANT MUST MAINTAIN ACCESS, AS REQUIRED, TO ALL UTILITY SYSTEMS SERVING THE BASE BUILDING OR ADJACENT TENANTS. 20. IF USED, ANY PEOPLE COUNTER SYSTEMS MUST BE CONCEALED FROM VIEW AT STOREFRONT 21. ALL EMERGENCY AND EXIT LIGHTING IN FRONT OF HOUSE MUST HAVE RECESSED BASE - NO SURFACE MOUNTED FIXTURES ARE ALLOWED. 22. VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING/SUPPORTING TRANSFORMERS, FIXTURES, LIGHTING PLAN NOTES: 1. (2) 300W TRANSFORMERS FOR TYPE FL1 FIXTURES AT ARCHITECTURAL COVE. 2. RELAY PANEL AND TIMECLOCK. COORDINATE EXACT LOCATION IN THE FIELD. REFER TO DETAIL 3, SHEET E3.3 FOR MORE INFORMATION. 3. EXHAUST FAN TO BE CONTROLLED VIA OCCUPANCY SENSOR WALL SWITCH. VERIFY EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. REFER TO SHEET E3.3 FOR ADDITIONAL INFORMATION. 4. MASTER LIGHTING CONTROL STATION AND PROGRAMMING CONTROL INTERFACE. REFER TO LIGHTING CONTROL SCHEDULES ON SHEET E3.3 FOR ADDITIONAL INFORMATION. 5. PROVIDE LOW VOLTAGE CONNECTION FROM LIGHTING POWER PACK TO RECEPTACLE POWER PACK(S) IN SPACE FOR OCCUPANCY SENSOR CONTROL OF RECEPTACLES. REFER TO SHEET E2.1 FOR CONTINUATION. 6. OCCUPANCY SENSOR SHALL CONTROL BOTH LIGHTING AND CODE REQUIRED SWITCHED RECEPTACLES IN THIS SPACE. REFER TO SHEET E2.1 FOR CONTROLLED RECEPTACLES AND DETAIL 2, SHEET E3.3 FOR SCHEMATIC CONTROL DIAGRAM. 7. PROVIDE CONNECTION TO TYPE FL3 LIGHT FIXTURES WITHIN ROLEX FEATURE WALL. EXTEND LOW VOLTAGE CABLING FROM (1) 100W TRANSFORMER LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURES AT FEATURE WALL. LIGHT FIXTURES, LOW VOLTAGE TRANSFORMERS, AND CABLING PROVIDED BY CONTRACTOR. 8. PROVIDE JUNCTION BOX, LOCKABLE DISCONNECT SWITCH, AND 120V CIRCUIT AT ACCESSIBLE LOCATION ABOVE CEILING OR WITHIN WALL AS DIRECTED BY ARCHITECT FOR CONNECTION TO STOREFRONT SIGNAGE. VERIFY EXACT ELECTRICAL REQUIREMENTS WITH SIGN SUPPLIER PRIOR TO ROUGH -IN AND ADJUST ELECTRICAL PROVISIONS AS REQUIRED. PROVIDE CONDUIT THROUGH WALL FOR CONNECTION TO SIGN. 9. PROVIDE CONNECTION TO TYPE FL2 LIGHT FIXTURES AT UNDERSIDE OF CABINETS. EXTEND LOW VOLTAGE CABLING FROM (1) 100W TRANSFORMER LOCATED UNDER WATCHMAKER WORKSTATION TO LOW VOLTAGE FIXTURES AT CABINET. LIGHT FIXTURES, LOW VOLTAGE TRANSFORMERS, AND CABLING PROVIDED BY CONTRACTOR. MOUNT TRANSFORMER IN ACCESSIBLE LOCATION WITHIN ADJACENT CABINETRY. REFER TO ARCHITECTURAL DETAILS FOR ADDITIONAL MOUNTING INFORMATION. 10. REFER TO SHEET E3.3 FOR SPECIFIC DESIGNATIONS OF LV1, LV2, LV3 CONTROL STATIONS. 11. TRANSFORMER FOR LOW VOLTAGE LED TAPE LIGHT WITHIN ARCHITECTURAL COVE. PROVIDE CONNECTION TO LOW VOLTAGE LIGHTING FIXTURE(S). MOUNT TRANSFORMER IN ACCESSIBLE LOCATION ABOVE BACK OF HOUSE CEILING. REFER TO ARCHITECTURAL DETAILS AND MANUFACTURER INSTRUCTIONS FOR ADDITIONAL MOUNTING INFORMATION. 12. PROVIDE CONNECTION TO TYPE FL2 LIGHT FIXTURE AT UNDERSIDE OF BAR COUNTER. EXTEND LOW VOLTAGE CABLING FROM (1) 100W TRANSFORMER LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURE AT BAR. LIGHT FIXTURES BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMERS AND CABLING PROVIDED BY CONTRACTOR. 13. PROVIDE CONNECTION TO TYPE FL3 LIGHT FIXTURES WITHIN ARCHITECTURAL COVES. EXTEND LOW VOLTAGE CABLING FROM (1) 200W TRANSFORMER LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURES. REFER TO ARCHITECTURAL DETAILS AND MANUFACTURER INSTRUCTIONS FOR ADDITIONAL MOUNTING INFORMATION. LIGHT FIXTURES, LOW VOLTAGE TRANSFORMERS, AND CABLING PROVIDED BY CONTRACTOR. 14. (1) 100W TRANSFORMER FOR TYPE FL2 FIXTURE AT HORSESHOE BAR. (1) 200W TRANSFORMER FOR TYPE FL3 FIXTURES IN CIRCULAR COVES. 15. PROVIDE CONNECTION TO TYPE FL1 LIGHT FIXTURE AT ARCHITECTURAL COVE. EXTEND LOW VOLTAGE CABLING FROM (2) 300W TRANSFORMERS LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURE. LIGHT FIXTURES, LOW VOLTAGE TRANSFORMERS, AND CABLING PROVIDED BY CONTRACTOR CONDUIT, ETC. WITH LANDLORD AND TENANT'S ARCHITECT. ATTACHING TO UPPER LEVEL FLOOR SLAB OR ROOF DECK IS NOT ALLOWED. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURE SUPPORTS, ETC. SHALL BE FASTENED TO BAR JOISTS OR BEAMS. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 0 2 2010 PERMIT CENTER ARCHITECTS Co U 0 c O) - c ,a; Cr) a) V CO 03 CD CO N CD ) 0 C.) a) a) 0 c en 0 0 a) ca co M PERMIT COMMENTS ti LC) c 0 rn CC) N 0 co U) •c co 0 • -c eL cri C/) cc??'U co a N 0 U C.) 7007 REGISTERED ARCHITECT BRIAN COLLINS•FRIEDRICHS ' STATE OF WASHINGTON co co cn z 0 En >> w o' N 00 N N STOCKROOM REVISION M 2/16/2018 May 1 2018 Q CY) C7 N LIGHTING PLAN E co co O 1-- 0 0 CV 0 c U a) 0 CL co 0 N Cc O co 0 OW W E co 00 C.) 0 30 A WATCHMAKER STOCK c- 2 / • !/3/NF/8R J(ON ROOF) EMPLOYEE AREA 107 PNL A (NEW) LP1 (NEW) 1 A 28(PART) 42 40 A 38 A El WWWP A A 28(PART) 00/3/NF/3R ROLEX 103 POWER PLAN SCALE: 1 /4"=1'-0" LOWVOLTAGE SYSTEM CONTACTS VENDOR NAME PHONE NO. ALARM SYSTEM TYCO SECURITY CAMI MULDER 1 (800) 453-2814 ALARM SYSTEM TYCO SECURITY JOHN PENFOLD (661) 246-5996 VIDEO SYSTEM INTERFACE SECURITY MATT SMITHEMAN (240) 460-0287 VIDEO SYSTEM INTERFACE SECURITY TANYA SMITH (314) 595-0218 SAFE LIGHTING NORTH COAST LIGHTING RYAN SCHLEMMER (206) 812-3683 LIGHTING NORTH COAST LIGHTING JORDAN AKHLAGHI (206) 442-9899 GENERAL CONTRACTOR SHALL PROVIDE A COMPLETE AND FULLY FUNCTIONING FIRE ALARM SYSTEM, AS REQUIRED PER LANDLORD, LOCAL CODES AND AMENDMENTS. VERIFY WITH LANDLORD IF SPECIFIC FIRE ALARM VENDOR IS REQUIRED. FIRE ALARM DESIGN PROVIDED UNDER SEPARATE PERMIT. COORDINATE ALL FIRE ALARM DEVICE LOCATIONS WITH OWNER REPRESENTATIVE PRIOR TO ROUGH -IN. JASON P. WOLLUM 6 1"C Y® 34 32 A A-12 (PART) VIA LP1-24 SALES FLOOR 102 18 4 GENERAL ELECTRICAL NOTES: 1. TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMMENCEMENT OF TENANTS CONSTRUCTION. ANY VARIANCES BETWEEN THESE APPROVED PLANS, LANDLORD PROVIDED LOD AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. NOTIFY OWNER REPRESENTATIVE OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMITTING BID. 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS AND CAREFULLY COORDINATE NEW WORK WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 3. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN DURING NEW WORK. REPAIR DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. REPAIR DAMAGED SURFACES TO MATCH ADJACENT AREAS, INCLUDING FIRE RATINGS. 4. READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK. COORDINATE THIS WORK WITH ALL OTHER DIVISIONS OF WORK AND ALL SUBCONTRACTORS. PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 5. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY OWNER REPRESENTATIVE OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 6. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS, AND ROOF WHERE ELECTRICAL COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. 1 REPAIR DAMAGED SURFACES TO MATCH ADJACENT AREAS, INCLUDING FIRE RATINGS. 7. REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, SYSTEMS, CONDUIT, BOXES, WIRE, ETC. NOT BEING REUSED. DO NOT ABANDON ANY ELECTRICAL ITEMS. 8. ENSURE CIRCUIT CONTINUITY OF ALL EXISTING TO REMAIN CIRCUITING. EXTEND/REWORK EXISTING CIRCUITING AS NECESSARY. FIELD VERIFY ALL EXISTING CONDITIONS. 9. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC, PLUMBING, OWNER AND VENDOR PROVIDED EQUIPMENT, PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. 10. VERIFY ROUGH -IN REQUIREMENTS, LOCATIONS, MOUNTING HEIGHTS, VOLTAGE, PHASE, AMPS, HP, KW, ETC. FOR OWNER OR VENDOR PROVIDED EQUIPMENT, WITH OWNER OR VENDOR, BEFORE PROVIDING ROUGH -IN. MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. VERIFY THE TYPE OF FINAL CONNECTION AND PROVIDE APPROPRIATE WIRING METHOD. VERIFY ALL DEVICE LOCATIONS. 11. ALL GFCI PROTECTED CIRCUITS SHALL HAVE INDIVIDUAL AND DEDICATED NEUTRALS. 12. ALL DATA AND PHONE WIRING IS BY ELECTRICAL CONTRACTOR. PROVIDE PHONE AND DATA CONDUITS WITH PULL WIRES. REFER TO DETAIL 1 ON SHEET E3.3 FOR MORE INFORMATION. 13. UNLESS OTHERWISE NOTED, ALL CIRCUITRY SHALL BE #12 AWG IN 1/2" CONDUIT, AND AT MINIMUM 3/4" CONDUIT IN SLAB. 14. COORDINATE DISCREPANCIES BETWEEN DOCUMENTS AND FIELD CONDITIONS WITH THE TENANT OR HIS AUTHORIZED AGENT. COORDINATE THE EXTENSION, MODIFICATION, FINAL CONNECTION AND TESTING OF ALL INTERFACED SYSTEMS WITH THE LANDLORD'S FIELD REPRESENTATIVE AND THE LOCAL UTILITY PROVIDER WHERE THE TENANT IS A DIRECT ❑ ELECTRICAL PLAN NOTES: 1. PROVIDE (1) WP/WR GFCI RECEPTACLE AT ROOFTOP MECHANICAL UNIT FOR SERVICEABILITY PER NEC AND LANDLORD REQUIREMENTS. VERIFY EXISTING CONDITIONS PRIOR TO INSTALLATION. 2. PROVIDE JUNCTION BOX FOR TEMPERATURE SENSOR WITH 3/4" CONDUIT WITH PULL WIRE UP TO CEILING SPACE. VERIFY EXACT LOCATION WITH MECHANICAL DRAWINGS PRIOR TO INSTALLATION. 3. PROVIDE 3/4" X 3'W X 8'H PLYWOOD BACKBOARD FOR TELECOM, SECURITY, AND FIRE ALARM DEVICES AND RECEPTACLE MOUNTING. REFER TO DETAIL 1 ON SHEET E3.3 FOR MORE INFORMATION. 4. ROUTE MINIMUM 1" CONDUIT WITH PULLSTRING BENEATH SLAB FROM JUNCTION BOX TO NEAREST FULL -HEIGHT WALL SPACE OR COLUMN. ROUTE ALL CONDUITS BACK TO PLYWOOD BACKBOARD IN WORKROOM. VERIFY ALL LOCATIONS WITH OWNER REPRESENTATIVE AND CASEWORK VENDOR PRIOR TO ROUGH -IN. 5. PROVIDE (1) QUAD TELEPHONE OUTLET AT EACH PHONE BOARD. COORDINATE FINAL MOUNTING REQUIREMENTS WITH OWNER REPRESENTATIVE. 6. DEVICES FOR FAX MACHINE. VERIFY EXACT LOCATIONS AND REQUIREMENTS WITH OWNER REPRESENTATIVE PRIOR TO ROUGH -IN. 7. PROVIDE JUNCTION BOX FOR OWNER PROVIDED AUDIO DEVICE. VERIFY ALL REQUIREMENTS AND LOCATIONS WITH OWNER. 8. MOUNT WITHIN 72" OF NEARBY UNCONTROLLED RECEPTACLES AT MANAGERS DESK PER WSEC SECTION C405.10. 9. RECEPTACLE IS NOT REQUIRED TO BE AUTOMATICALLY CONTROLLED PER EXEMPTION TO SECTION C405.10 OF THE WSEC. REFRIGERATOR REQUIRES 24 HOUR OPERATION. 10. RECEPTACLE IS NOT REQUIRED TO BE AUTOMATICALLY CONTROLLED PER EXEMPTION TO SECTION C405.10 OF THE WSEC. RECEPTACLE(S) FOR CCTV/SECURITY EQUIPMENT. 11. PROVIDE LOW VOLTAGE CONNECTION FROM RECEPTACLE POWER PACK(S) TO LIGHTING POWER PACK IN SPACE FOR OCCUPANCY SENSOR CONTROL OF RECEPTACLES. REFER TO SHEET E1.1 FOR ADDITIONAL INFORMATION. 12. PROVIDE (4) CAT-5E CABLES TO THIS LOCATION. 13. PROVIDE (3) CAT-5E CABLES TO THIS LOCATION. 14. PROVIDE RECEPTACLE IN CASEWORK. RECEPTACLE AND FACEPLATE TO MATCH CASEWORK FINISH WHERE EXPOSED TO VIEW. COORDINATE EXACT LOCATIONS, REQUIREMENTS, AND FINISH COLOR WITH CASEWORK VENDOR AND OWNER REPRESENTATIVE. 15. PROVIDE TELECOM OUTLET IN CASEWORK. COORDINATE EXACT LOCATIONS AND REQUIREMENTS WITH CASEWORK VENDOR AND OWNER REPRESENTATIVE. 16. PROVIDE DISCONNECT FOR WATER HEATER LOCATED ABOVE CEILING. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR PRIOR TO ROUGH IN. 17. NOTE NOT USED. 8. `R•VIiE AD I ON CTO T• J IN :O A VENDOR -PROVIDED CASEWORK. COORDINATE FINAL CONNECTION TYPE AND LOCATION WITH CASEWORK VENDOR PRIOR TO ROUGH -IN. PROVIDE AND WIRE TO DUPLEX RECEPACLE(S) WITHIN CASEWORK AS REQUIRED BY OWNER AND CASEWORK MANUFACTURER. COORDINATE ALL TRENCHING WITH LANDLORD PRIOR TO COMMENCEMENT OF WORK. 19. ROUTE CONDUIT AND WIRING WITHIN ADJACENT CABINETRY AND CONCEALED FROM CUSTOMER VIEW. COORDINATE EXACT ROUTING WITH CASEWORK MANUFACTURER. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 022018 PERMIT CENTER CUSTOMER OF THE LOCAL UTILITY. 15. PROVIDE FIRE ALARM DEVICES INCLUDING, BUT NOT LIMITED TO, PULL STATIONS, STROBES, HORN/STROBES, DUCT DETECTORS, REMOTE TEST STATIONS, FIRE ALARM PANEL AND ALL CONNECTIONS BETWEEN DEVICES AND TO EXISTING LANDLORD SYSTEM. COORDINATE ALL REQUIREMENTS WITH OWNER REPRESENTATIVE, LOCAL FIRE MARSHALL AND LANDLORD. 16. ALL OUTLETS SHALL BE MOUNTED VERTICALLY. 17. ITEMS SHOWN IN DASHED LINE -WEIGHT ARE TO BE DEMOLISHED. ITEMS SHOWN IN LIGHT LINE -WEIGHT ARE EXISTING TO REMAIN. ITEMS SHOWN IN BOLD LINE -WEIGHT ARE NEW. 18. CODE MANDATED CONTROLLED RECEPTACLES SHALL BE CONTROLLED VIA OCCUPANCY SENSOR(S) SHOWN ON E1.1. REFER TO DETAIL 2, SHEET E3.3 FOR WIRING SCHEMATIC. LABEL SWITCHED RECEPTACLES WITH PERMANENT AND DURABLE MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED RECEPTACLES. 19. TENANT MUST MAINTAIN ACCESS, AS REQUIRED, TO ALL UTILITY SYSTEMS SERVING THE BASE BUILDING OR ADJACENT TENANTS. 20. VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING/SUPPORTING TRANSFORMERS, FIXTURES, CONDUIT, ETC. WITH LANDLORD AND TENANT'S ARCHITECT. ATTACHING TO UPPER LEVEL FLOOR SLAB OR ROOF DECK IS NOT ALLOWED. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURE SUPPORTS, ETC. SHALL BE FASTENED TO BAR JOISTS OR BEAMS. 21. TENANTS ON THE GROUND FLOOR REQUIRING BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOWGRADE UTILITIES. ON COMPLETION OF PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. ,/ 2/16/2018 May 1 2018 M co occn D U WW z W J J COg O) co W .HENDERSONENGINEERS.COM O N_ a) Cr) a< -0 M CI CO cp N C!) co o 4 General Contra ccs ci 0 .U) a) cc a) z ARCHITECTS CO 0 N M O PERMIT COMMENTS LC) It) O CY) 0 0) CO N CL co co a) co -c o c- CD MCn 0)115 CO N 0 LLV 7007 \', REGISTERED \ ARCHITECT I CO N O co 0 U) w cc BRIAN COLLINS-FRIEDRICHS j STATE OF WASHINGTON N U) N STOCKROOM REVISION CO ELECTRICAL POWER PLAN 4 0 a) Date: 04/16/2018 } RESTROOM 106 'T A- Q- (P VIAL, 19 WATCHMAKER 101 fC A-8 (PART) VIA LP1-23 A-10 (PART) VIA LP1-18 STOCK 105 A-8 (PART) VIA LP1-14 A-8 (PART) VIA LP1-15 A-8 (PART) VIA LP1-16 A-8 (PART) VIA LP1-17 A-10 (PART) 1VIA LP1-19 LP1 (NEW) C9 � JASON P. WOLLUM i Y i EMPLOYEE AREA 107, 200W -Y A-18 (PART) VIA LP1-5 A-10 (PART) VIA LP1-18 I� I 16 1 RL1 IRL1 nY I FL4 4 RL1 / \ ( H RL1 RL1 F 0 4.6 • �9 RL2 RL2 RL2 • ❑9 RIM RIM •M1 MID ••• MM. ••• ••• 9.• INN 0 100W 0 !� FL4 SALES FLOOR 102 ROLEX 103 CASEWORK POWER PLAN SCALE: 1 /4"=1'-0" GENERAL ELECTRICAL NOTES: I. SEE SHEET E1.1 AND E2.1 FOR ADDITIONAL GENERAL ELECTRICAL AND LIGHTING NOTES. 2. ALL CONDUIT IN CASEWORK SHALL BE ROUTED THROUGH BASEBOARDS OF CASEWORK. 3. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON CASEWORK LIGHTING INSTALLATIONS. 4. VERIFY LOCATIONS OF ALL DEVICES MOUNTED IN CASEWORK WITH OWNER REPRESENTATIVE AND CASEWORK VENDOR PRIOR TO ROUGH- IN. 5. OBTAIN LANDLORD APPROVAL FOR ALL SAW CUTTING AND CORE DRILLING OF SLAB. WHERE TENANT SPACE IS ABOVE ANOTHER SPACE, ONLY CORE DRILLING IS ALLOWED. COORDINATE ALL FLUSH FLOOR JUNCTION BOXES AND BELOW SLAB CONDUIT RUNS WITH ARCHITECT AND CASEWORK VENDOR PRIOR TO ROUGH -IN TO MINIMIZE CONSTRUCTION COSTS AND ALTERATIONS TO SLAB. REPAIR SLAB TO MATCH SURROUNDING SURFACES AFTER INSTALLATION OF RACEWAY IS COMPLETE. ELECTRICAL PLAN NOTES: 1. PROVIDE CONNECTION TO TYPE RL1 3000K LIGHT SOURCES WITHIN VERTICAL VATRINE. EXTEND LOW VOLTAGE CABLING FROM (1) 50W TRANSFORMER LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURE WHIP ABOVE CEILING AT VERTICAL VATRINE. LIGHT FIXTURES AND FIXTURE WHIP BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMER AND CABLING PROVIDED BY CONTRACTOR. 2. PROVIDE CONNECTION TO TYPE RL2 3000K LIGHT SOURCES WITHIN VERTICAL VATRINE. EXTEND LOW VOLTAGE CABLING FROM (2) 50W TRANSFORMER LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURE WHIP(S) ABOVE CEILING AT VERTICAL VATRINE. LIGHT FIXTURES AND FIXTURE WHIP(S) BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMER AND CABLING PROVIDED BY CONTRACTOR. 3. (5) 50W TRANSFORMERS FOR 3000K TYPE RL1 FIXTURES. (6) 50W TRANSFORMERS FOR 3000K TYPE RL2 FIXTURES. 4. PROVIDE CONNECTION TO TYPE RL1 5000K LIGHT SOURCES WITHIN VERTICAL VATRINE. EXTEND LOW VOLTAGE CABLING FROM (1) 50W TRANSFORMER LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURE WHIP ABOVE CEILING AT VERTICAL VATRINE. LIGHT FIXTURES AND FIXTURE WHIP BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMER AND CABLING PROVIDED BY CONTRACTOR. 5. PROVIDE CONNECTION TO TYPE RL2 5000K LIGHT SOURCES WITHIN VERTICAL VATRINE. EXTEND LOW VOLTAGE CABLING FROM (2) 50W TRANSFORMER LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURE WHIP(S) ABOVE CEILING AT VERTICAL VATRINE. LIGHT FIXTURES AND FIXTURE WHIP(S) BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMER AND CABLING PROVIDED BY CONTRACTOR. 6. (5) 50W TRANSFORMERS FOR 5000K TYPE RL1 FIXTURES. (6) 50W TRANSFORMERS FOR 5000K TYPE RL2 FIXTURES. 7. PROVIDE CONNECTION TO TYPE RL2/RL3 3000K LIGHT SOURCES WITHIN VERTICAL CASEWORK. EXTEND LOW VOLTAGE CABLING FROM (2) 50W TRANSFORMERS LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURE WHIPS ABOVE CEILING AT VERTICAL CASES. LIGHT FIXTURES AND FIXTURE WHIP BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMERS AND CABLING PROVIDED BY CONTRACTOR. 8. (1) 50W TRANSFORMER FOR 3000K TYPE RL2 FIXTURES. (1) 50W TRANSFORMERS FOR 3000K TYPE RL3 FIXTURES. 9. PROVIDE CONNECTION TO TYPE RL2/RL3 5000K LIGHT SOURCES WITHIN VERTICAL CASEWORK. EXTEND LOW VOLTAGE CABLING FROM (2) 50W TRANSFORMERS LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURE WHIPS ABOVE CEILING AT VERTICAL CASES. LIGHT FIXTURES AND FIXTURE WHIP BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMERS AND CABLING PROVIDED BY CONTRACTOR. 10. (1) 50W TRANSFORMER FOR 5000K TYPE RL2 FIXTURES. (1) 50W TRANSFORMERS FOR 5000K TYPE RL3 FIXTURES. 11. PROVIDE CONNECTION TO TYPE FL4 LIGHT FIXTURE WITHIN CASEWORK. EXTEND LOW VOLTAGE CABLING FROM (1) 200W TRANSFORMER LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURE AT CASES. LIGHT FIXTURES BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMERS AND CABLING PROVIDED BY CONTRACTOR. 12. PROVIDE CONNECTION TO TYPE FL4 LIGHT FIXTURE AT CASEWORK. EXTEND LOW VOLTAGE CABLING FROM (1) 100W TRANSFORMER LOCATED WITHIN ADJACENT CASEWORK TO LOW VOLTAGE FIXTURE AT CASES. LIGHT FIXTURES BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMERS AND CABLING PROVIDED BY CONTRACTOR. MOUNT TRANSFORMER IN ACCESSIBLE LOCATION. COORDINATE FINAL MOUNTING LOCATION WITH CASEWORK MANUFACTURER AND OWNER REPRESENTATIVE. 13. PROVIDE CONNECTION TO TYPE FL4 LIGHT FIXTURES WITHIN NORTH ENTRY CASEWORK. EXTEND LOW VOLTAGE CABLING FROM (1) 200W TRANSFORMER LOCATED UNDER WATCHMAKER WORKSTATION TO LOW VOLTAGE FIXTURES AT CASES. LIGHT FIXTURES BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMERS AND CABLING PROVIDED BY CONTRACTOR. 14. PROVIDE CONNECTION TO (1) 18W DRIVER LOCATED WITHIN CASEWORK TO POWER LOW VOLTAGE TYPE RL4 AND RL4A FIXTURES IN CASES. LIGHT FIXTURES, LOW VOLTAGE TRANSFORMER, AND CABLING PROVIDED BY CASEWORK MANUFACTURER. 15. PROVIDE HARDWIRE CONNECTION TO RECESSED ROLEX CLOCK. CLOCK PROVIDED BY CASEWORK VENDOR. COORDINATE FINAL CONNECTION TYPE AND LOCATION WITH CASEWORK VENDOR PRIOR TO ROUGH -IN. 16. PROVIDE HARDWIRE CONNECTION TO LED LIGHTING DRIVERS WITHIN ROLEX CASEWORK. INTEGRAL ROLEX CASEWORK LIGHTING PROVIDED BY CASEWORK VENDOR. COORDINATE FINAL CONNECTION TYPE AND LOCATION WITH CASEWORK VENDOR PRIOR TO ROUGH -IN. 17. PROVIDE CONNECTION TO TYPE FL4 LIGHT FIXTURES WITHIN EAST CASEWORK. EXTEND LOW VOLTAGE CABLING FROM (1)100W TRANSFORMER LOCATED ABOVE BACK OF HOUSE CEILING TO LOW VOLTAGE FIXTURES AT CASES. LIGHT FIXTURES BY CASEWORK MANUFACTURER, LOW VOLTAGE TRANSFORMERS AND CABLING PROVIDED BY CONTRACTOR. 18. (1) 100W TRANSFORMER FOR TYPE FL4 FIXTURE(S) AT EAST CASEWORK. RECEIVED CITY OF TUKWILA MAY 0 2 201€3 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2010 City of Tukwila BUILDING DIVISION General Contractor: U) 0 0 a) 0 cv ARCHITECTS o Cti co ca v) ca 0 co-c o Q Chu) 15 co LO L 7007 REGISTERED ARCHITECT Ben Bridge Jewelers 00 CO N CV 0 O 0 z 0 O (75 a)w w CG a w 2/16/2018 May 1 2018 .HENDERSONENGINEERS.COM BRIAN COLLINS•FRIEDRICHS STATE OF WASHINGTON STOCKROOM REVISION —J O cow co W U U) 0 Ce I- LZu — < IY w ZoZ COLLJ w vi-.g tai z'S �ow Project no. 1442.00 Date: 04/16/2018 oN tz tt = W cn 0o CASEWORK POWER PLAN TENANT ELECTRICAL SERVICE LOAD SUMMARY TENANT OCCUPANCY TYPE: M TENANT SQUARE FOOTAGE: 2,832 SERVICE DESCRIPTION: 208Y/120V, 3PH LOAD DESCRIPTION Connected KVA Demand FACTOR Demand KVA HVAC - SUMMER 0.00 100% 0.00 HVAC - WINTER 22.10 100% 22.10 LIGHTING (PER NEC-220) 7.63 125% 9.53 RECEPTACLES 7.20 100%;50% 7.20 MOTOR LOADS 9.87 100% 9.87 LARGEST MOTOR LOAD 6.31 125% 7.88 SUPPLEMENTAL ELECTRIC HEAT 3.00 100% 3.00 MISCELLANEOUS EQUIPMENT 10.03 100% 10.03 DISPLAY CASE/SIGNAGE 1.60 125% 1.99 TOTAL LOAD 67.73 KVA 71.61 TOTAL AMPACITY 187.99 AMPS 198.76 SERVICE AMPACITY 200 AMPS 200.00 SPARE CAPACITY AMPS 1 Short -Circuit and Voltage Distances are for calculation purposes only and shall not be The following calculations are based on the "Point -by ISC (2) = ISC(l) x M(l) used for contractor -Point" method M= 1 /(1 +f) Drop Calculations takeoffs nor bidding where: - Contractor Feeder: shall notify Engineer of any field condition that results in a change of 10% or greater circuit distance VOLTAGE DROP (30): f(30) = 1.732 xL xlsc XFMR: f(20) = IP(sca)x Vp x 1.73 x %Z IS(sca)= Vp x M x IP(sce) %VD= ((R xcos(arccos(pf)) + Xx sin (arccos(pf))) x L/# x I x 1.73) / E ISC (1) = short circuit current at fa ult point 1 C x E 100,000 x KVA Vs VOLTAGE DROP (10): ISC (2) = shortcircuit current atfault point2 Feeder: f (am)= 2 x L x lsc XFMR: f (lg)= IP(sca)x Vp x %Z %VD= ((R xcos(arccos(pf)) + X x sin(arccos(pf))) x2 x L/# x I) / E C x E 100,000 x KVA IP = Primary short circuit current Vp = Primary voltage IS= Secondary short circuit current %VD CUM= Cumulative Voltage Drop from Fault Point I to Fault Point# Vs= Secondary voltage R= resistance in ohms per LF L = Length of circuit E = Line to line volts X= reactances in ohms per LF C = "C" Factor from Bussman table where "C" = 1 /impedance per linear foot Feeder Types = NM- Non Magnetic Conduit, M- Magnetic Conduit, FB - Feeder Busway, PB - Plug-in Busway, TX- Transformer System Voltage: 480Y/277V- 3 phase Fault Point (F#) Bus/Feeder Description Source (Fault Point) Phase Source Ise (amps) Feeder Conductor C Value Busway'C' Value L-L Voltage (E) Circuit Length (L) Load Power Factor(pf) Circuit Load (Amperage) Conductor Transformer f M Fault Current (amps) Voltage Drop (%VD) Cumulative Voltage Drop (%VD) Fault Point (F#) Conduit Type/TX Material Quantity of Parallel Sets and Bus/ Phase & Neutral Size Resistance Reactance Arccos (pf) Type Degree Rise kVA New XfmrZ Existing XfmrZ Secondary Voltage Tap Setting (R) (X) (Radians) 1 Utility Service Point 79,400 at the secondary of the utility transformer Source sc + 6X Motor Contribution = 79670 1 Motor Contribution 45 The connected full load motor amps (ncludes compressors) on the system 2 Landlord Switchboard 1 3 79670 NM CU 4 Set(s) of 350 kcmil 22737 -- 480 225 0.9 9.6 0.000038 0.000040 0.451027 0.711 0.58 46557 -0.01% -0.01% 2 3 To Landlord Transformer 2 3 46557 M CU 1 Set(s) of 3 AWG 4774 -- 480 25 0.9 80 0.000250 0.000059 0.451027 0.880 0.53 24768 -0.18% -0.19% 3 4 Landlord Transformer 3 3 24768 TX 480 ETR K-4 150 75 5 208 13.727 0.07 3881 -0.19% 4 5 Main Disconnect 4 3 3881 M CU 1 Set(s) of 3/0 AWG 12844 -- 208 5 0.9 160 0.000079 0.000052 0.451027 0.013 0.99 3833 -0.06% -0.25% 5 6 To Panelboard A 5 3 3833 M CU 1 Set(s) of 3/0 AWG 12844 -- 208 75 0.9 160 0.000079 0.000052 0.451027 0.186 0.84 3231 -0.94% -1.19% 6 7 To RTU 1 6 3 3231 M CU 1 Set(s) of 3 AWG 4774 -- 208 25 0.85 64 0.000250 0.000059 0.554811 0.141 0.88 2832 -0.32% -1.51% 7 8 To RTU 2 6 3 3231 M CU 1 Set(s) of 4 AWG 3806 -- 208 95 0.85 51 0.000310 0.000060 0.554811 0.671 0.60 1933 -1.19% -2.38% 8 NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. NOTE: UTILITY TRANSFORMER: 1000 KVA, 5%Z, SECONDARY 480Y/277V, PAD MOUNT AVAILABLE FAULT CURRENT AT SECONDARY IS: 79,400A UTILITY COMPANY: PUGET SOUND ENERGY UTILITY CONTACT: CHENE' WITTER, 1 (888) 321-7779 ext 88-7138 CONTACTED ON 01/25/2018 FAULT CURRENT SOURCE: UTILITY CONTACT & WEBSITE CHART EXPLANATION: LANDLORD SWITCHBOARD IS FED AT 480Y/277V, UTILITY TRANSFORMER FEEDING THIS SECTION IS ASSUMED TO HAVE A SECONDARY VOLTAGE OF 480Y/277V. ELECTRICAL GENERAL NOTES: 1. THE ENTIRE INSTALLATION SHALL MEET ALL REQUIREMENTS OF THE LATEST APPLICABLE EDITION OF THE CEC, LOCAL CODES AND LANDLORD'S TENANT CRITERIA. ALL EQUIPMENT SHALL BE LISTED AND BEAR THE LABEL OF AN APPROVED NATIONALLY RECOGNIZED TESTING LABORATORY. 2. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE FACILITY. REVIEW THE GENERAL NOTES AND ALL OTHER TRADE DRAWINGS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER OR OWNER, AS SPECIFIED, OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMITTING BID. 3. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS AND CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 4. ANY CONDUCTOR LENGTHS PROVIDED IN THESE DESIGN DOCUMENTS ARE INTENDED SOLELY FOR USE IN THE DESIGN CALCULATIONS BY THE DESIGN PROFESSIONAL UNLESS SPECIFICALLY NOTED OTHERWISE IN THE DOCUMENTS. THEY SHALL NOT BE USED BY CONTRACTORS IN BIDDING OR CONSTRUCTING THE PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MATERIAL QUANTITIES REQUIRED TO BID AND CONSTRUCT THE COMPLETE PROJECT. 5. FEEDER VOLTAGE DROP (%CVD) VALUES ARE CUMULATIVE FROM THE POINT OF SERVICE TO THE LOCATION INDICATED. 6. ITEMS SHOWN IN DASHED LINE -WEIGHT ARE TO BE DEMOLISHED. ITEMS SHOWN IN LIGHT LINE -WEIGHT ARE EXISTING TO REMAIN. ITEMS SHOWN IN BOLD LINE -WEIGHT ARE NEW. (l ONE -LINE KEYED NOTES: 1. VERIFY EXISTING CONDUCTORS AND FUSES ARE MINIMUM SIZE INDICATED. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. EXISTING UTILITY METER. FIELD VERIFY EXISTING METER MEETS OR EXCEEDS THE AMPACITY REQUIRED. REPORT ANY DISCREPANCIES TO OWNER REPRESENTATIVE 3. PROVIDE NEW PANELBOARD. EXTEND EXISTING FEEDER TO NEW LOCATION AS SHOWN ON PLANS AND PROVIDE NEW CONDUIT AND CONDUCTORS AS REQUIRED. FIELD VERIFY EXISTING CONDUIT SIZE, AND CONDUCTOR SIZES AND QUANTITIES PRIOR TO BID. EXISTING CONDUIT AND CONDUCTORS MAY BE REUSED IF THEY MEET OR EXCEED THE SIZES AND QUANTITIES INDICATED. REPORT ANY DISCREPANCIES TO OWNER REPRESENTATIVE. JASON P. WOLLUM EM LIGHTING SUMMARY FIXT. TAG WATTAGE COINT TOTAL WATTS TYPE E1A 13 2 26 TYPE E1B TYPE E2 TYPE EX1 TYPE EX2 6 1 1 1 2 2 2 1 TOTAL: TOTAL SQFT: EM W/SQFT: CIRCUIT SCHEDULE: ALL CONDUCTOR SIZES ARE BASED ON 75 DEG C RATED TERMINATIONS. COPPER CONDUCTORS ARE BASED ON THHN/THWN-2 INSULATION. ALUMINUM CONDUCTORS (PREFIX "A") ARE BASED ON XHHW-2 INSULATION. FOR ANY OTHER CONDITIONS ALLOWED PER SPECIFICATIONS, OR FOR TERMINATIONS OR INSULATION TYPES RATED LESS THAN 75 DEG C, MODIFY SIZES ACCORDING TO NFPA 70. 204 ETR 200A, (4)#3/0, (1)#6G, 2" C EXISTING TO REMAIN 12 2 2 1 43 2832 0.015 TO UTILITY TRANSFORMER GF GF PANELBOARD: A (NEW) FED FROM: LL SWBD VIAXFMR EQUIPMENT GROUND BUS BUS AMPS: 225A AIC RATING: 25000 FULLY RATED MAIN SIZE/TYPE: 200A MC B SERVES: ENTIRE STORE VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: IT CLOSET CKT NO. a DESCRIPTION VOLTAMPS/PHASE VVIR NO. BKR AMP P P BKR AMP WIRE NO, VOLTAMPS/PHASE DESCRIPTION CKT NO. A I),3,___ I C A B C w 1 TA:-s w ary r CST -MAIN CASH /RAPS v.. 1,260 we 12 20 1 1 20 10 1,852 LTG - HORSESHOE/CENTER 2 ~`3 - 1 6 1 2 1 20 12 1,418 LTG- WEST WALL, ROLEX 4 5 RCPT-TELECOM2 360 12 20 1 1 20 12 1,095 LTG - SALES COVESBAR/PEND. 6 7 SPARE 20 1 1 20 12 1,318 LTG -VATRINES/PERIM./CURIO 8 9 RCPT - SALES REFRIGERATOR 500 12 20 1 1 20 10 1,800 LTG- LED CASES, SIGNAGE 10 11 RCPT-SALES COFFEE 1,100 12 20 1 1 20 12 796 LTG- FLOOR DECOR, BOH, ITEM 12 13 RCPT - BOH REFRIGERATOR 750 12 20 1 1 20 12 502 LTG - WATCH MAKER 14 15 RCPT-BOH COFFEE 1,100 12 20 1 1 20 12 100 RELAYPANEL (LP1) 16 17 RCPT-ULTRASONIC 150 12 20 1 1 20 12 620 LTG -ROLEX WALL CASEWORK 18 19 RCPT-STEAMER 1,500 12 20 1 1 20 12 1,080 RCPT-ROLEXCASES 20 21 RCPT - GRINDER/POLISHER 1,500 12 20 1 1 20 SPARE 22 2 RCPT-MICROWAVE 800 1 1 20 SPARE 24 5 R P - AX CHIN 180 12 20 1 1 20 SPARE 26 2 C - 5 12 20 1 20 12 360 RC PT - ROOFTOP 28 29 RCPT - WATER COOLER 600 12 20 1 1 30 10 3,000 WATER H EATER 30 31 3 RCPT - BOH GENERAL C T-B H E LE 540 1,180 12 2 20 20 1 1 3 80 3 7,045 RTU-1 32 7,045 34 - , 1 7,045 36 37 RCPT-PERIMETER N. CASES 540 12 20 1 3 60 4 5,714 RTU-2 38 39 RCPT-AV/CCTV 540 12 20 1 5,714 40 4 C T-M NAG SD S 5 2 20 1 5,714 42 SUBTOTAL 4,770 6,055 4,683 17,511 16,437 18,270 SUBTOTAL TOTAL PHASE A -VA 22,281 LOAD CONN. VA DF LOAD CONN. VA DF AMPS � 186 COOLING 0 REFRIG 1.00 TOTAL PHASE B - VA 22,492 HEATING 22,101 1.00 SIGN/DISP 1,595 1.25 AMPS 187 LIGHTING 7,626 1.25 KITCHEN 1.00 TOTAL PHASE C -VA* 22,953 RECEPTACLES 7,200 1.0/.5 EXISTING 1.00 AMPS + 191 MOTORS SUPP HEAT 9,871 1.00 1.00 LRG MOTOR 6,305 1.25 TOTAL DEMAND TOTAL PNLBD -VA 67,726 3,000 SHOWWNDW 1.25 71,608 VA AMPS 188 MISC EQUIP 10,028 1.00 LTG TRACK 1.00 199 A PANELBOARD NOTES RP -VIA RELAY PANEL EM- EMERG LTG HANDLE -ON CLAMP IG - ISOLATED GROUND CIRCUIT GF - GFCI TYPE CIRCUIT BREAKER SIGN/DISPLAY- SIGNAGE & DISPLAY CASE EXISTING LANDLORD SWITCHBOARD 1200A SUPPLY (SECTION 3 OF 3) - 480Y/277V 304W MANUFACTURER: CUTLER HAMMER MODEL: POW-R-LINE C DATE: 02/08/99 1 EXISTING SERVICE GROUND FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. REPORT ALL DISCREPANCIES TO OWNER REPRESENTATIVE. 2 200AS 200AF 3P F3 TX F4 75KVA 480- L - --1208Y/120V 1200AS 3P 200AF NEMA I (ETR) F6 ELECTRICAL ONE -LINE DIAGRAM NOT TO SCALE LANDLORD ELEC RM TENANT SPACE RP RP RP RP RP Q2 RP,EM ECEIVED ' OF TUKWILA MAY 0 2 2018 PERMIT CENTER 0 4) a) 0 Cs 0 a) m E Z ARCHITECTS Ben Bridge Jewelers CO 0 N N CO 0 CO 0 N O 0 0 w ti LC) 0 0 rn cO 0 N 0 REGISTERED ARCHITECT BRIAN COLLINS•FRIEDRICHS STATE OF WASHINGTON 2/16/2018 May 1 2018 J LLJ Z W C) O 0 J WWW.HENDERSONENGINEERS.COM o Co ti co 4* 0) H Q Z W J I- 0 CV O U CD• 2 co 11 I1 co ELECTRICAL ONE -LINE DIAGRAM AND SCHEDULES LANDLORD ELEC. ROOM (CORRIDOR) KEY PLAN REVIEWED FOR CODE COMPLIANCE APPROVED MAY 11 2018 City BUILD! ABBREVIATIONS DRAWING INDEX 2333 3rd Avenue Seattle, WA 98121 P 206.903.0575 OWN ip pOW • F 206.903.1586 Contact: Stephen Silva 0, t @ AT FBOIC FURNISHED BY OWNER PASS. PASSENGER C CENTERLINE INSTALLED BY CONTRACTOR P.B. PANIC BAR R PROPERTY LINE FB010 FURNISHED BY OWNER P.BD. PARTICLE BOARD D PENNY INSTALLED BY OWNER P.C. PRECAST CONCRETE .. PERPENDICULAR FCB FIBER CEMENT BOARD PERF. PERFORATE(D) # POUND OR NUMBER F.D. FLOOR DRAIN PERI. PERIMETER Q DIAMETER FDN FOUNDATION PL PLATE 9� SQUARE FEET F.E. FIRE EXTINGUISHER P.L. PROPERTY LINE F.E.C. FIRE EXTINGUISHER CABINET P.LAM PLASTIC LAMINATE A.B. ANCHOR BOLT F.F. FACTORY FINISH PLAS. PLASTER A/C AIR CONDITIONING FIN FINISHPLYWD PLYWOOD ACC. ACCESSIBLE FLR('G) FLOOR(ING) PNL PANEL ACOUS. ACOUSTICAL FLSH'G FLASHING P.O. PURCHASE ORDER ACT ACOUSTIC TILE FLUOR, FLUORESCENT PR. PAIR"� A.D. AREA DRAIN F.O.S. FACE OF STUDS P.S.F. POUNDS PER SQ. FOOT ADD. ADDENDUM F.O.C. FACE OF CONCRETE P.S.I. POUNDS PER SQ. INCH ADJ ADJACENT F.O.F. FACE OF FINISH PT POINT ADJUS ADJUSTABLE F.O.B. FACE OF BRICK P.T. PRESSURE TREATED AFF ABOVE FINISH FLOOR F.O.M. FACE OF MASONRY PD. PLANTER DRAIN AGGR. AGGREGATE FP. FIREPROOF PTN. PARTITION ALT ALTERNATE FT FOOT, FEET PVMT PAVEMENT AL., ALUM ALUMINUM FTG FOOTING P.T.D. PAPER TOWEL DISPENSER ANOD ANODIZED F.T.V. FIXED SECURITY TELEVISION APPROX. APPROXIMATE FURR FURRED, FURRING Q.T. QUARRY TILE ARCH ARCHITECT FUT. FUTURE ARCH'L ARCHITECTURAL F.R.G. FIBERGLASS REINF. GYPSUM (R) REUSED, RELOCATED ASPH ASPHALT FV FIELD VERIFY R. RISER AN AUDIONISUAL F.W.C. FABRIC WALLCOVERING R.A. RETURN AIR RAD. RADIUS BRD, BD BOARD GA. GAGE R.T. RESILIENT TILE BTWN BETWEEN GALV. GALVANIZED R.D. ROOF DRAIN BLDG BUILDING G.B. GRAB BAR REF. REFERENCE BLK. BLOCK GEN. GENERAL REFL. REFLECTED BLKG BLOCKING GL. GLASS, GLAZING REFR. REFRIGERATOR BM BEAM GND. GROUND REG. REGISTER B.M. BENCH MARK GR. GRADE, GRADING REINF. REINFORCING BOT BOTTOM GWB GYPSUM WALL BOARD REQ'D. REQUIRED BRG BEARING GYP. GYPSUM REV REVISION BRZ BRONZE GFRC. GLASS FIBER REINF. CONC. R.H. RIGHT HAND BSMT BASEMENT RM ROOM B.U.R. BUILT UP ROOF H.B. HOSE BIBB RO ROUGH OPENING H.C. HOLLOW CORE R.O.W. RIGHT OF WAY CAB. CABINET HD. HEAD RCP REFLECTED CLNG PLAN C.B. CATCH BASIN HDBD. HARDBOARD CMNT CEMENT HDR HEADER SAM SELF ADHERED MEMBRANE CER. CERAMIC HDWD HARDWOOD S. SOUTH C.G. CORNER GUARD HDWR HARDWARE S.C. SOLID CORE CHAMF. CHAMFER HM HOLLOW METAL S.C.D SEE CIVIL DRAWINGS C.I. CAST IRON HORIZ HORIZONTAL SCHD'L SCHEDULE C.I.P. CAST-IN-PLACE(CONCRETE) HR HOUR S.D. STORM DRAIN CIRC. CIRCLE HT HEIGHT SLNT SEALANT C.JT. CONTROL JOINT HTG HEATING SECT. SECTION CLG, CLNG CEILING HVAC HEATINGNENTILATING/ SF SQUARE FEET CLR CLEARANCE) AIR CONDITIONING SH. SHELF CMU CONCRETE MASONRY UNIT HW HOT WATER HEATER SHT. SHEET CNTR COUNTER SHTG SHEATHING C.O. CLEAN OUT I.D. INSIDE DIAMETER SIM SIMILAR COL COLUMN INCL. INCLUDING SL. SLOPE CONC CONCRETE INSUL INSULATION S.L.D SEE LANDSCAPE DRAWINGS CONN. CONNECTION CTI INT INTERIORTSP STANDECIICPIAET CONST. CONSTRUCTION INV. INVERT SPEC SPECIFICATION CONT CONTINUOUS SQ SQUARE CONTR. CONTRACTOR JAN. JANITOR S.S. SERVICE SINK CORR. CORRIDOR JST JOIST S.S.D SEE STRUCTURAL DRAWINGS CPT CARPET JT JOINT S.STL STAINLESS STEEL CRS. COURSING STD. STANDARD CSMT CASEMENT KIT. KITCHEN STL STEEL C.T. CERAMIC TILE KO. KNOCKOUT STOR. STORAGE CTR. CENTER KPL. KICKPLATE STRUCT'L STRUCTURAL CSK. COUNTER SINK SUSP. SUSPENDED CU FT CUBIC FOOT LAM. LAMINATE(D) CU YD CUBIC YARD LAV. LAVATORY T. TREAD L.H. LEFT HAND T.B. TOWEL BAR D/B DESIGN BUILD L. LENGTH, LONG TEL. TELEPHONE DEMO DEMOLITION L.L. LIVE LOAD TEMP TEMPERED DBL DOUBLE LT. LIGHT TERR. TERRAllO D.L. DEAD LOAD LTL. LINTEL TEX. TEXTURE(D) DETL DETAIL LVR. LOUVER T&G TONGUE AND GROOVE D.F. DRINKING FOUNTAIN THK THICKNESS) D.H. DOUBLE HUNG MARB. MARBLE THRESH. THRESHOLD DIAG DIAGONAL MAS. MASONRY T.JT. TOOLED JOINT DIAM. DIAMETER MAX MAXIMUM TKBD. TACKBOARD DIM DIMENSION M.C. MEDICINE CABINET T.O.B. TOP OF BRICK DIV. DIVISION MECH('L) MECHANIC(AL) TV TELEVISION DN DOWN MED. MEDIUM TYP TYPICAL DP. DAMPPROOFING MEMB. MEMBRANE T.O.C. TOP OF CONCRETE DPR. DISPENSER MEZZ. MEZZANINE T.O.S. TOP OF STL. DR DOOR MFR. MANUFACTURE(R) DS DOWNSPOUT M.F.B. MINERAL FIBER BD. UNFIN. UNFINISHED D.T. DRAIN TILE MH. MANHOLE UON UNLESS OTHERWISE NOTED DWG DRAWING MIN MINIMUM DWR. DRAWER MISC MISCELLANEOUS VAR. VARNISH MTD MOUNTED VCT VINYL COMPOSITION TILE E. EAST MTL METAL VIF VERIFY IN FIELD EA EACH MULL MULLION VNR. VENEER E.I.F.S. EXTERIOR INSULATED VRFY VERIFY FINISH SYSTEM (N) NEW VERT. VERTICAL E.JT. EXPANSION JOINT N. NORTH VEST. VESTIBULE ELEVATION N.LC. NOT IN CONTRACT V.G. VISION GRILLETu!ct^�ila ELEC(L) ELECTRICAL) N0. NUMBER V.W.C. VINYL WALL COVERING ELEV. ELEVATOR NOM. NOMINAL ENCL. ENCLOSE(URE) N.T.S. NOT TO SCALE W. WEST , WIDE ENGINEER w/ , WITH EQUAL O.A. OVERALL WAB WATER/AIR BARRIER EQUIP EQUIPMENT OC ON CENTER W.C. WATER CLOSET ESC. ESCALATOR O.D. OUTSIDE DIAMETER WD WOOD EST. ESTIMATE O.F.R.D. OVERFLOW ROOF DRAIN W.H. WATER HEATER EXCAV. EXCAVATE OH. OVERHEAD WO WITHOUT EXH. EXHAUST OPNG OPENING WP('G) WATERPROOFING) (E), EXIST EXISTING OPP OPPOSITE WRB WATER RESISTANT BARRIER EXP. EXPANSION O.T.S. OPEN TO STRUCTURE WSCT. WAINSCOT EXT EXTERIOR W.F. WELDED WIRE FABRIC GENERAL L„ SOUTH 81 LEVEL TUKWILA SOUTHCENTER �F.� CENTER 1, � UNIT WA V 98188 #740 MALL MALL � �n. ��.�. A0.1 COVER, PROJECT INFORMATION A0.2 PROJECT SUMMARY FORM - WSEC 2017 A0.3 RESPONSIBILITY MATRIX ARCHITECTURAL A0.4 EGRESS/ OCCUPANCY PLANSED) A1.1 DEMOLITION PLAN A2.1 FLOOR PLAN A3.1 REFLECTED CEILING PLAN A4.0 FINISH SCHEDULE & NOTES S H LE A4.1 FINISH PLAN A7.1 DOOR/ WINDOW SCHEDULES & LEGENDS A8.1 STOREFRONT ELEVATIONS A8.2 INTERIOR ELEVATIONS A8.3 INTERIOR ELEVATIONS A9.1 INTERIOR PARTITION TYPES & TYPICAL DETAILS A9.2 DETAILS A9.3 DETAILS A9.4 CASEWORK DETAILS A9.5 CASEWORK DETAILS A9.6 CASEWORK DETAILS A9.7 TRANSITION DETAILS STRUCTURAL ,T a " 03/13/2018 BUILDING CODE INFORMATION PROJECT DIRECTORY 1. THIS TENANT IMPROVEMENT IS DESIGNED IN COMPLIANCE WITH THE FOLLOWING 2. GENERAL BUILDING DESCRIPTION: Owner: Ben Bridge Jewelers CODES AND REGULATIONS: J� -p 3OU I H UhN I tK MALL o o ` ® 81 SOUTHCENTER MALL * �m ZO �__ O LEVEL 1, UNIT #740 cn" "G) zo m TUKWILA, WA 98188 mZ= .a --i Project no. 1442.00 N 2015 INTERNATIONAL 2015 INTERNATIONAL 2015 INTERNATIONAL 2015 UNIFORM 2015 WASHINGTON 2009 ACCESSIBLE PLUMBING BUILDING CODE FIRE CODE (IFC) MECHANICAL CODE STATE ENERGY & USABLE BUILDINGS CODE CODE (IMC) & FACILITIES A. CONSTRUCTION TYPE: 2B B. OCCUPANCY TYPE: GROUP M-MERCANTILE C. FIRE PROTECTION: NFPA13 FULLY SPRINKLERED w/ QUICK RESPONSE HEADS, VISUAL & AUDIBLE ALARMS D. EXISTING BUILDING CONSTRUCTION TYPE: TYPE_ (SPRINKLERED) E. BUILDING HEIGHT: 2 STORY (ICC/ANSI A117.1) 3. EXITS: Design 2901 3rd Ave #200 Seattle, WA 98121 (206) 448-8800 WAC 51-50 WAC 51.50.1100 WAC 51.52 WAC 51.54 WAC 51.56-51.57 WAC 51.11 WAC 296.46E WA STATE AMENDMENTS WA STATE REGULATIONS WA STATE AMENDMENTS WA STATE AMENDMENTS WA STATE PLUMBING WA STATE ENERGY ELECTRICAL SAFETY (IBC) FOR BARRIER (IMC) (IFC) CODE & STANDARDS CODE (WSEC) STANDARDS, -FREE FACILITIES A. TOTAL AREA OF WORK: 2,862 SF B. TOTAL FLOOR AREA:2,862 GSF C. OCCUPANT LOAD CALCULATIONS: SEE A0.3 D. NUMBER OF EXITS REQ: 1 (2 PROVIDED) E. MINIMUM EGRESS STAIR WIDTH: N/A ADMINISTRATION AND INSTALLATION F. MINIMUM EGRESS WIDTH OTHER: 44 x.2" = 8.8" G. COMMOM PATH OF TRAVEL: 100' MAX Architect: SkB Architects 2333 3rd Avenue Seattle, WA 98121 P 206.903.0575 F 206.903.1586 Contact: Stephen Silva S1 STRUCTURAL NOTES S2 MAIN FLOOR FRAMING AND FOUNDATION PLAN S3 CEILING AND BULKHEAD FRAMING PLAN S4 TRUSS ELEVATION AND DETAILS S5 PARTIAL ROOF FRAMING PLAN AND DETAIL MECHANICAL LEGAL DESCRIPTION PROJECT T INFORMATION General Contractor: Shrader & Martinez PARCEL/ LEGAL WEA SOUTHCENTER PGS 77-84 ASSESSOR'S DESCRIPTION: (AKA PARCEL #: LLC BSIP PER M TUKWILA 920247-0130 BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 BSIP #L10.032 REC #20101021000765) (TAXABLE PORTION FLOOR AREA OF WORK: DESCRIPTION: INTERIOR TENANT IMPROVEMENTS WORK INCLUDES DEMO OF CONSTRUCTION OF CEILINGS 2,832 SF FOR SALES FLOOR AND BACK -OF -HOUSE AREAS. NON-STRUCTURAL PARTITIONS AND CEILINGS AND NEW AND PARTITIONS PER PLANS. Structural: Construction, 160 Dry Creek Sedona, AZ 86336 P 928.282.7554 F 928.852.3730 Contact: Michael Harbor Consulting 3316 Fuhman Ave Seattle, WA 98102 Inc Rd Cook Engineers E; #250 .MD1.1 MECHANICAL DEMOLITION FLOOR PLAN M1.1 MECHANICAL FLOOR PLAN M2.1 HVAC DETAILS M3.1 HVAC SCHEDULES M4.1 HVAC SPECIFICATIONS M4.2 HVAC SPECIFICATIONS M5.1 WSEC MECHANICAL COMPLIANCE FORMS M5.21 WSEC MECHANICAL COMPLIANCE FORMS M5.3 WSEC MECHANICAL COMPLIANCE FORMS M5.4 WSEC MECHANICAL COMPLIANCE FORMS M6.1 COMMISSIONING SPECIFICATIONS M6.2 COMMISSIONING TASK SCHEDULE PLUMBING SYMBOL LEGEND P 206.709.2397 COLUMN GRID LINE O - - SEE TITLE BLOCK - - - - - - - - - - REVISION CLOUD REVISION. MOST REVISIONS SHDWN Q. REVISION NUMBER FOR RECENT WINDOW NUMBER 1f MEP: F Contact: Henderson 206.709.2398 Darren Johnston Engineering P1.1 PLUMBING PLAN AND RISER DIAGRAMS P2.1 PLUMBING DETAILS AND SCHEDULES P4.1 PLUMBING SPECIFICATIONS P4.2 PLUMBING SPECIFICATIONS P4.3 FIRE SPRINKLER SPECIFICATIONS P4.4 FIRE SPRINKLER SPECIFICATIONS AND DETAILS ELECTRICAL P 913.742.5721 BUG Ref DETAIL NUMBER WALL/ PARTITION TYPE A3a DETAIL 1 I PROJECT NORTH SHEET NUMBER A101 NORTH ARROW , ii TRUE NORTH MATCH LINE REFERENCE Contact: Adam Mackenzie -- VIEW SECTION/ Ref ® ., SECTION DESIGNATION A2•1 BUILDING ELEVATION A101 SHEET NUMBER 1 DRAWING NUMBER INTERIOR ELEVATION SALES FLOOR CASEWORK SEE A9.4 & A9.5 SFCXX SEPARATE PERMIT REFERENCE 1 1 SHEET NUMBER REQUIRED FOR: ED1.1 ELECTRICAL DEMOLITION PLAN E0.1 ELECTRICAL LEGEND E1.1 LIGHTING PLAN E2.1 ELECTRICAL POWER PLAN E2.2 CASEWORK POWER PLAN E3.1 ELECTRICAL ONE -LINE DIAGRAM AND SCHEDULES E3.2 LIGHTING SCHEDULES E3.3 ELECTRICAL AND LIGHTING DETAILS E4.1 ELECTRICAL SPECIFICATIONS E4.2 ELECTRICAL SPECIFICATIONS E5.1 WSEC LIGHTING COMPLIANCE FORMS E5.2 WSEC LIGHTING COMPLIANCE FORMS FILE COPY it �GttO . !w�J' Q /'�'_„ELEV WALL SECTION Ref SECTION DESIGNATION �� 1 A101 SHEET NUMBER Ly I chanical DRAWING NUMBER DATUM - _ - _ - _ - _ - _ - _ - 3D VIEW REFERENCE 1 101 SHEET NUMBER [] pE�l�-ectrical /tubing Gas Piping Ci y of Tukwila - DIVISION SIMPLE SITE PLAN ..---. ---- REVISIONS ----�� -"� \1 U I ` (Vo ch2rLa2s of work sha.i be made to the without prior approval scope of I ��' -i. r NO E.;Svi,,,C C�uidin� Division. ��r-3willrequireanewplansubmittal review approval is subject o emote and omissions. , Appro:lie: construction documentsdoesnotauthanzeENG viiof any adapted coda or ordinance. ReceiEQ pt py1lNllPPIII"."-------- ppField CO and cot7ditians is aclvtowledged: ®y: - . ard ma Y include addi;ional plan review fees. IPlan /11 _the r _ ,Ofa , _ Date: _o_.1 '_` _ I-405 NORDSTROM City of Tukwila BUILDING DIVISION �� (UKWILA PKWY_----�" ` I 1-5 L-J L,--n r�i' / GENERAL NOTES ENLARGED SITE MAPx 1�N BRIDGE REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2018 f' City of Tukwila BUILDING DIVISION ❑ 1. DO NOT SCALE DRAWINGS. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY w/ THE STATE OF LOCAL BUILDING CODE, THE LOCAL ENERGY CODE & OTHER APPLICABLE CODES, RULES & REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPENCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODE REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY SHALLw 4. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR BECOME FAMILIARCONTRACT WITH THE DOCUMENTS, OWNER PROVIDED INFORMATION AND SITE CONDITIONS, INCLUDING TAKING FIELD MEASUREMENTS AS NECCESSARY. 5. THE CONTRACTOR SHALL PAY AND SECURE &ALL GOVERNMENTAL PERMITS, FEES, LICENSES, AND INSPECTION NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK EXCEPT FOR THE GENERAL BUILDING PERMIT. 6. . LL DI I k SION "E TO t CE OF ISH, ESS I - RWI OTEONTA ' RCH T FO: ARIFICATIONS 1F NEEDED. 7. USE FIRE-RESISTANT FRAMING MATERIALS, TYP. THAT SHALL COMPLY WITH TYPE II CONSTRUCTION. �� \ BEN i�� BRIDGE / i �/� _ --` r - I I '/ OUTH CENTER MALL / I = b ,�_ W I - CITY PERMIT RECEIVED OF it�K`JViLA APR 13 2010 CENTER IY- o -1 _ STRANDER BLVD rl 1 �_____4 ' ` -1 [� f (�l rl fn SEARS 1 I t_ J `L ENLARGED SITE MAP ( (FCO) 4"W-� (wci e2J ( TP 1 2.1 2 ET eD RP TS ed JEWELRY AND WATCHMAKER 101 REST OOM 10 1"HW II ,, 11 SK1 ``' // wco� 11 /42). 1 "HW 1"CW 1 /2"HWR I 1"CW SK2 r TMV FD1 STOCK 105 NER PROVIDED TI EFRIGERATOR f(I 1 IMB WHA OWNER PROVIDED DISHWASHER WATER PLAN SCALE: 1 /4"=1'-0" 1-1/2'V 2"W 2'y C LV1, WCO 3" 3"W L., WHA 1 /2"HW/CW 3/4"CW 3/4"HW/CW I.. I.., r 1 /2"cw 1 /2"HW 1/2"HW/CW 2'V� f:3 4�S 3"W SK2 14S "S �wco •N • /_-2"VY C JS 3 WCO DWV RISER PLAN SCALE: 1/4"=1'-0" (wco1 WC1 LV1 WCO 2"V :r �.J JEWELRY AND WATCHMAKER 101 STOCK 13 ,© ESK2 I WCO� L.. —2"W_-- 2'V—I-- N-2"V 3"W ( FD 2 " W N st J 2"W SK1 1WC 10 �1 DAGFI DWV PLAN SCALE: 1 /4"=1'-0" 1 LANDLORD'S PLUMBING GENERAL NOTES: 1. TENANTS ON THE GROUND FLOOR REQUIRING BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW -GRADE UTILITIES. ON COMPLETION OF PATCHING OF SLAB -ON -GRADE SYSTEM, INCLUDING GAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPH DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. 2. TENANT SHALL INSTALL WATERPROOF MEMBRANE IN RESTROOM AREA AND UP THE WALL 6" TO ISOLATE LEAKS AND SPILLS. Pp, / P a *o c & l-+MA '3 CO14C. Poor giA4) Pr 0 0 1..a .€ a IA,, t 14 02e J4 Otnaly Ss; I +0 Vert Ty 6,4 not c t2cva I C D not orr � r �� iv t/t . '� Paet)f. oe sis/1bo p / Jova 7-4 �"�r , ��G��" Q. v) 0�1GlA'I • /G, PLUMBING SYMBOLS THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS OR ABBREVIATIONS ARE USED. STANDARD MOUNTING HEIGHTS PIPING SYMBOLS REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. UNO, INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW WITH FINAL APPROVAL BY THE ARCHITECT. LAVATORY OR SINK STANDARD HEIGHT ADA ACCESSIBLE URINAL STANDARD HEIGHT ADA ACCESSIBLE WATER CLOSET STANDARD HEIGHT ADA ACCESSIBLE WATER COOLER OR DRINKING FOUNTAIN STANDARD HEIGHT ADA ACCESSIBLE ICE MAKER OUTLET BOXES WASHING MACHINE OUTLET BOXES JANITOR'S SINK FAUCET FITTINGS 31" FLOOR TO RIM 34" FLOOR TO RIM 24" FLOOR TO RIM 17" FLOOR TO RIM 15" FLOOR TO RIM 17" TO 19" FLOOR TO TOP OF SEAT 41" FLOOR TO SPOUT 36" FLOOR TO SPOUT 24" FLOOR TO CENTER OF BOX 42" FLOOR TO RIM 42" FLOOR TO CENTERLINE USE THE DEFAULT MOUNTING HEIGHTS SHOWN ABOVE UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS OR ELSEWHERE. MOUNTING HEIGHTS LISTED ARE ABOVE FINISHED FLOOR (AFF) OR ABOVE FINISHED GRADE (AFG). ALL DEVICES SHALL BE INSTALLED IN COMPLIANCE WITH CURRENT ADA AND LOCAL REQUIREMENTS. ANNOTATION PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR PROVIDED UNO) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER ABBREVIATIONS ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AP ACCESS PANEL BFF BELOW FINISHED FLOOR BOP BOTTOM OF PIPE BOS BOTTOM OF STRUCTURE BTU BRITISH THERMAL UNIT CU COPPER DI DUCTILE IRON DN DOWN DFU DRAINAGE FIXTURE UNIT (E) EXISTING ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW FF FINISHED FLOOR FL FLOW LINE FLA FULL LOAD AMPS FLR FLOOR GPM GALLONS PER MINUTE HD HEAD, HUB DRAIN HZ HERTZ IE INVERT ELEVATION JB JUNCTION BOX J-BOX JUNCTION BOX KW KILOWATT MAX MBH MIN N/C N/O NIC PDI PH/0 PRV PVC RTU SF TFA TFB TYP UL UNO VTR WI W/O WC WS WSFU WVS MAXIMUM 1000 BTU PER HOUR MINIMUM NORMALLY CLOSED NORMALLY OPEN NOT IN CONTRACT PLUMBING DRAINAGE INSTITUTE PHASE PRESSURE REDUCING VALVE POLYVINYL CHLORIDE ROOFTOP UNIT SQUARE FEET TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNDERWRITERS LABORATORIES, INC. UNLESS NOTED OTHERWISE VENT THROUGH ROOF WITH WITHOUT WATER COLUMN WASTE STACK WATER SUPPLY FIXTURE UNIT WASTE VENT STACK n lal "A" FLOOR SINK (FS), SIZE & TYPE FLOOR DRAIN (FD), SIZE & TYPE BALL VALVE SHUTOFF VALVE CHECK VALVE BALANCING VALVE WITH PRESSURE PORTS WATER METER STRAINER STRAINER WITH BLOWOFF RELIEF/SAFETY VALVE PRESSURE REDUCING VALVE THERMOMETER UNION FLANGE CONNECTION MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF VALVE CLEANOUT CAP WALL CLEANOUT (WCO) FLOOR CLEANOUT (FCO) ELBOW UP ELBOW DOWN TEE UP TEE DOWN ELBOW UP WITH SHUT-OFF VALVE (SOV) ELBOW DOWN WITH SHUT-OFF VALVE (SOV) TEE UP WITH SHUT-OFF VALVE (SOV) TEE DOWN WITH SHUT-OFF VALVE (SOV) WATER HAMMER ARRESTER (WHA) WITH PDI SIZES, (A, B, C, D, & E) RECIRCULATION PUMP P-TRAP TRAP PRIMER WITH DISTRIBUTION UNIT LINETYPE LEGEND THROUGHOUT THE DRAWINGS DIFFERENT LINE -TYPES ARE USED IN COMBINATION WITH THE SYMBOLS TO INDICATE THE STATUS OF ITEMS AS EXISTING, TO BE DEMOLISHED, TO BE INCLUDED AS PART OF NEW WORK AND/OR ITEMS WHICH ARE ANTICIPATED TO BE PROVIDED IN THE FUTURE. THE STATUS OF ITEMS USING THESE LINETYPES ARE RELATIVE TO THE VIEW IN WHICH THEY APPEAR. PHASING SHOWN IN DRAWINGS IS NOT INTENDED TO FULLY DESCRIBE ALL NECESSARY CONSTRUCTION PHASING, WHICH IS DETERMINED BY THE CONTRACTOR AS PART OF THEIR RESPONSIBILITIES. ANY SUCH PHASES DESCRIBED IN THE CONSTRUCTION DOCUMENTS ARE GENERAL AND ONLY INTENDED TO INDICATE A BROAD ORDER FOR THE SAKE OF DESCRIBING THE PROJECT. THE FOLLOWING LINETYPES MAY BE USED ON ANY DEVICE, EQUIPMENT, NOTE, LINE, SHAPE, ETC. 0 PLUMBING GENERAL NOTES: 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT, REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY THE OWNER'S CONSTRUCTION MANAGER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. FURNISH A CONSTRUCTION RECORD SET OF "AS -BUILT' DOCUMENTS TO THE OWNER'S CONSTRUCTION MANAGER REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS PREPARED BY THE ENGINEER -OF -RECORD AFTER FINAL INSPECTION OF INSTALLED PLUMBING SYSTEMS. 3. FURNISH TO THE OWNER'S CONSTRUCTION MANAGER A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 6. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 7. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 8. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 9. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 10. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 11. GENERAL CONTRACTOR SHALL ROD AND SCOPE WASTE LINE TO LANDLORD'S MAIN PRIOR TO TURNOVER. 12. PROVIDE SIZE AND LENGTH OF HOT WATER FIXTURE SUPPLY PIPE FROM CIRCULATED HOT WATER BRANCH OR MAIN TO TERMINATION OF HOT WATER FIXTURE SUPPLY PIPE AT EACH FIXTURE PER 2015 WASHINGTON STATE ENERGY CODE, TABLE C404.3.1. FOR 1/2" HOT WATER FIXTURE SUPPLY PIPE SIZE TO INDIVIDUAL LAVATORIES, PROVIDE MAXIMUM LENGTH OF TWO FEET. FOR 1/2" HOT WATER FIXTURE SUPPLY PIPE SIZE TO INDIVIDUAL SINKS, PROVIDE MAXIMUM LENGTH OF 43 FEET. FOR 3/4" HOT WATER FIXTURE SUPPLY PIPE SIZE TO INDIVIDUAL SINKS, PROVIDE MAXIMUM LENGTH OF 21 FEET. PLUMBING PLAN NOTES: 1. CONNECT AND EXTEND NEW 1" COLD WATER PIPE REMAINING FROM DEMOLITION WORK . FIELD VERIFY EXISTING CONDITIONS AND LOCATION PRIOR TO SUBMITTING BID. 2. AS REQUIRED, PROVIDE NEW WATER SUBMETER, REMOTE READER AND PRESSURE REGULATING VALVE. COORDINATE AND VERIFY ANY WATER METER, REMOTE READER AND PRV REQUIREMENTS, LOCATION AND MOUNTING HEIGHT WITH LANDLORD PRIOR TO BID. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 3. CONNECT NEW 4" SANITARY PIPE TO EXISTING SANITARY PIPE REMAINING FROM DEMOLITION WORK. FIELD VERIFY LOCATION, DIRECTION OF FLOW AND INVERT ELEVATION PRIOR TO SUBMITTING BID. 4. CONNECT NEW 2" VENT PIPE TO EXISTING VENT PIPING ABOVE CEILING REMAINING FROM DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS AND LOCATION PRIOR TO SUBMITTING BID. 5. PROVIDE ACCESS PANEL AS REQUIRED TO MAINTAIN ACCESS TO SHUT-OFF VALVES. REFER TO PLUMBING SPECIFICATIONS FOR FURTHER REQUIREMENTS. 6. ROUTE WATER HEATER DRAIN AND T&P DRAIN PIPING TO DISCHARGE SEPARATELY OVER NEAREST RECEPTOR WITH AIR GAP. 7. 1"HW DN IN WALL TO LAV WITHIN 24" OF LAVATORY HOT WATER STOP VALVE, AND 3/4" HW UP. EXISTING DEMOLISH NEW FUTURE DOMESTIC COLD WATER (CW) DOMESTIC HOT WATER (HW) DOMESTIC HOT WATER RECIRC. (HWR) TRAP PRIMER LINE (T) SOIL PIPING - ABOVE FLOOR (S) SOIL PIPING - BELOW FLOOR (S) WASTE PIPING - ABOVE FLOOR (W) WASTE PIPING - BELOW FLOOR (W) VENT BELOW FLOOR (VBF) CONDENSATE DRAIN (CD) VENT PIPING (V) ---CW--- - HW ---- -----HWR---- T S —S W CWV — —VBF— — CD V REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 13 2018 PERMIT CENTER a) e General Contractor: cts N 0 U 0:g 0 ARCHITECTS SkB Architects N_ CO Cn 5 a)- ts af)) -03 cs7 0 co so O- MU) O ; mt.) CC; La N U_ THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PRELIMINARY SUBMITTAL SEAN 0. EISLER LICENSE # 47524 IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. Ben Bridge Jewelers H p N N CS) h o ;oo CO L . M el - a) CD 0 NU)CN ,-. J Project no. 1442.00 Date: 03/12/2018 PLUMBING PLAN AND RISER DIAGRAMS ■ THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES (TYP). CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR COLD PIPE OUTSIDE DIAMETER PLUS INSULATION THICKNESS. DO NOT PENETRATE INSULATION WITH HANGER. PROVIDE A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS AT EACH HANGER OF COLD INSULATED PIPE. PROVIDE SHORT INSULATION SHIELD FOR LAPPING INSULATION JACKET OVER HIGH DENSITY INSULATION OR STYROFOAM BILLETS. MAINTAIN VAPOR BARRIER HOT PIPE REFER TO SPECIFICATIONS FOR INSULATION TYPES, INSULATION THICKNESSES, HANGER TYPES, HANGER ROD CONNECTIONS TO SRUCTURE AND HANGER SPACING. INSULATED PIPE HANGER DETAIL NOT TO SCALE SECURE PIPE HANGER TO STRUCTURE (TYP) CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR HOT PIPE OUTSIDE DIAMETER. CUT INSULATION TO FIT AROUND HANGER. SEAL EXPOSED INSULATION ENDS WITH JOINT SEALANT WATER HAMMER ARRESTER, PDI SIZE "A" STRAINER ADAPTER, SWEAT TO GARDEN HOSE THREAD FLOW CONTROL VALVE, SET AT 1.0 GPM RE: SCHEDULES & SPECIFICATIONS MAKE CONNECTIONS TO UNDERCOUNTER DISHWASHER SPECIFIED IN DIVISION 11. INSTALL WATER AND WASTE HOSES FURNISHED WITH DISHWASHER. 1/2" HOT WATER SUPPLY FROM WATER HEATER 3/4" PIPE FROM COLD WATER SUPPLY TO WATER HEATER, WITH NO CHECK VALVES INTERVENING FDA -COMPLIANT BUTYL DIAPHRAGM WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING, NSF APROVED FOR DOMESTIC WATER SERVICE PIPE HANGER NEXT TO ELBOW PROVIDE DIELECTRIC PIPE UNION AT TANK CONNECTION FOR CONNECTION OF DISSIMILAR METALS AIR CHARGING VALVE. FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES. SMALL EXPANSION TANK NO SCALE PROVIDE AIR GAP FITTING IF REQUIRED BY LOCAL CODES OR AUTHORITIES, OR HANG WASTE HOSE AS HIGH AS POSSIBLE UNDER COUNTERTOP, 38" MAXIMUM. CONNECT DISHWASHER DRAIN HOSE TO BRANCHING TAILPIECE OF SINK (REFER TO SCHEDULE AND/OR SPECIFICATIONS), OR CONNECT TO GARBAGE DISPOSER IF PROVIDED. 10" MINIMUM PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS AND INSTALLATION AS RECOMMENDED BY EQUIPMENT MANUFACTURER. REFER TO PLUMBING FIXTURE SCHEDULE AND SPECIFICATIONS FOR ACCESSORIES SHOWN. IF SINK IS ADA, DO NOT ENCROACH ON ACCESSIBILITY ZONE. RESIDENTIAL DISHWASHER CONNECTION WITH INSTANTANEOUS ELECTRIC WATER HEATER NO SCALE INSTALL WITH MINIMUM 6" CLEARANCE TO BUILDING STRUCTURE ABOVE REFER TO SPECIFICATIONS INSTALL ASME TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WITH WATER HEATER -1 THERMOMETER PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE PIPE FULL SIZE OF VALVE OUTLET ELECTRIC WATER HEATER PER SPECIFICATIONS AND/OR SCHEDULE DRAIN VALVE WITH HOSE BIBB BY WATER HEATER MANUFACTURER PROVIDE 6" DEEP RUST -PROOF WATER -TIGHT PAN UNDER HEATER, WITH DRAIN PIPE SET WATER HEATER ON MEZZANINE -� IF CEILING EXISTS, INSTALL ABOVE IT IF THERE IS ADEQUATE SPACE AND EASY ACCESS PROVIDE AUTOMATIC VACUUM RELIEF VALVE ABOVE TOP OF HEATER CHECK VALVE (TYPICAL) ,..„...—SHUT-OFF VALVE -COLD WATER SUPPLY HOT WATER TO FIXTURES 3/4" BRANCH TO EXPANSION TANK PROVIDE 12"WIDE x 12"DEEP HEAT TRAP AT INLET AND OUTLET (TYPICAL) RECIRCULATION PUMP WITH UNION CONNECTIONS. PROVIDE SHUTOFF VALVE, AQUASTAT AND STRAINER UPSTREAM, CHECK VALVE AND SHUTOFF VALVE DOWNSTREAM PROVIDE DIELECTRIC PIPE UNION AT TANK CONNECTIONS FOR CONNECTION OF DISSIMILAR METALS (TYPICAL) ROUTE RELIEF VALVE DISCHARGE PIPE AND DRAIN PAN PIPE SEPARATELY TO DISCHARGE INTO RECEPTOR SHOWN ON PLAN, WITH AIR GAP PER LOCAL CODE REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS WITH WATER HEATER FURNISHED. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC BRACE WHERE REQUIRED. PROVIDE WATER HEATER PLATFORM ATTACHED TO WALL AND/OR SUSPENDED FROM STRUCTURE ABOVE. INSTALL BOTTOM OF PLATFORM AT MINIMUM 6'-6" ABOVE FLOOR IF ABOVE JANITOR'S SINK; OTHERWISE HIGH AS POSSIBLE. POWER WIRING AND DISCONNECT ARE SPECIFIED BY ELECTRICAL. INTERLOCK OF AQUASTAT WITH RECIRCULATION PUMP IS SPECIFIED BY ELECTRICAL. COLD WATER MAIN BRANCH PIPE WITH SHUT-OFF VALVE FEEDING PLUMBING FIXTURE(S) AUTOMATIC TRAP PRIMER VALVE WITH INTEGRAL AIR GAP. INSTALL TRAP PRIMER MINIMUM 12" ABOVE FLOOR FOR EVERY 20' OF PRIMER DISCHARGE PIPE. PROVIDE DISTRIBUTION UNIT(S) WHERE MORE THAN ONE TRAP IS SERVED BY ONE TRAP PRIMER VALVE. IF TRAP PRIMER IS INSTALLED ABOVE HARD CEILING, PROVIDE ACCESS DOOR PER SPECIFICATIONS. PROVIDE FLOOR DRAIN BODY OR P-TRAP WITH THREADED TRAP PRIMER CONNECTION. PROVIDE SWEAT TO THREADED ADAPTER. BRAZE JOINT BELOW FLOOR SLAB ON GRADE. WATER HEATER NO SCALE CONNECT 1/2" PIPE (WITHOUT SHUT-OFF VALVE IN BRANCH) TO TRAP PRIMER VALVE OFF TOP OF BRANCH PIPE. INSULATE PIPE UPSTREAM OF TRAP PRIMER, BUT NOT DOWNSTREAM. INSTALL TRAP PRIMER LINE(S) DOWNSTREAM OF TRAP PRIMER OR DISTRIBUTION UNIT USING 1/2" SOFT COPPER TUBING. INSTALL WITHOUT KINKS, AND SLOPE CONTINUOUSLY TOWARDS FLOOR DRAIN. CONCEAL PIPE(S) IN PARTITION OR CHASE IN FINISHED AREAS. TRAP PRIMER AND PIPES MAY BE INSTALLED EXPOSED IN UNFINISHED, NON-PUBLIC AREAS. IF PIPE IS BELOW FLOOR SLAB ON GRADE, PROVIDE 1/2" ELASTOMERIC INSULATION FROM PRIMER CONNECTION TO 1" ABOVE FLOOR SLAB. PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS, AND WHERE REQUIRED BY LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE FOR MORE INFORMATION. INSTALL TRAP PRIMER VALVE AND DISTRIBUTION UNIT PER MANUFACTURER'S RECOMMENDATIONS. TRAP PRIMER OVERHEAD NO SCALE PLUMBING FIXTURE SCHEDULE: FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AND INSTALLATION REQUIREMENTS. VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. (DAGO DISHWASHER AIR GAP FITTING: SIOUX CHIEF #249, DISHWASHER AIR GAP MEETING ASSE 1021 WITH POLYPROPYLENE BODY, CHROME -PLATED BRASS CAP, 1/2" INLET HOSE BARB, AND 3/4" OUTLET HOSE BARB. EXPANSION TANK: AMTROL "THERM-X-TROL" # ST-5, WELDED STEEL PRESSURE TANK, POLYPROPYLENE LINING, FLEXIBLE BUTYL DIAPHRAGM, AIR CHARGING VALVE, 150 PSI MAXIMUM WORKING PRESSURE, 2.0 GALLON CAPACITY, 0.45 MAXIMUM ACCEPTANCE FACTOR, 3/4" PIPE CONNECTION. SET THE AIR CHARGE PRESSURE TO MATCH EXISTING WATER SYSTEM PRESSURE. (F00) FLOOR CLEANOUT: JAY R. SMITH, CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR, ABS PLUG, AND ADJUSTABLE, SQUARE, SECURED, NICKEL BRONZE, TOP. # 4051L (-F-C), SCORIATED TOP FOR EXPOSED, FLUSH WITH FINISHED FLOOR, APPLICATION(S), # 4171 (-F-C), 1/8" RECESS FOR INSTALLATION IN TILED FLOOR AREA(S), # 4211 (-F-C), 1/2" RECESS FOR INSTALLATION IN TERRAZZO AND SIMILAR POURED FLOOR AREA(S). REFER TO SPECIFICATIONS FOR INSTALLATION. (FD1 ) FLOOR DRAIN: JAY R. SMITH # 2005L (-A), CAST IRON BODY AND CLAMPING COLLAR, ADJUSTABLE 6" ROUND NICKEL BRONZE STRAINER. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. (FD2) FLOOR DRAIN: JAY R. SMITH # 2110L (-B), CAST IRON BODY, 8" ROUND, LOOSE, MEDIUM DUTY, CAST IRON GRATE, SEDIMENT BUCKET, BOTTOM OUTLET, SEEPAGE PAN, AND MEMBRANE FLASHING CLAMP. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. INSTALL "WCO" IN VENT ABOVE FIXTURE. (1MB) ICE MAKER BOX: GUY GRAY MODEL # B1M875, 20 GAUGE GALVANIZED STEEL BOX, 18 GAUGE STEEL FACEPLATE, BOTTOM INLET WATER SUPPLY WITH 1/2" x 1/4" COMPRESSION ANGLE STOP VALVE. TRIM: LOOP 4 FEET OF 1/4" TYPE "K" SOFT COPPER TUBING. JANITOR'S SINK: STERN-WILLIAMS # MTB-2424, 24" X 24" X 10" HIGH TERRAZZO BASIN WITH INTEGRAL STAINLESS STEEL DRAIN BODY. FAUCET: CHICAGO FAUCET # 897-CP FAUCET WITH WALL BRACE, INTEGRAL VACUUM BREAKER, PAIL HOOK, AND 3/4" MALE HOSE THREADED OUTLET. SECURE FAUCET IN WALL WITH BACKBOARD. TRIM: # BP TYPE 304, 20 GAUGE, STAINLESS STEEL WALL SURROUNDS, # T-35 THREE FOOT LONG REINFORCED HOSE WITH 3/4" CHROME COUPLING AND WALL HOOK, # V-70 EXTRUDED VINYL BUMPER GUARD, AND # T-40 24" STAINLESS STEEL MOP HANGER. WALL -MOUNTED LAVATORY (ADA ACCESSIBLE): AMERICAN STANDARD #0124.131 "COMRADE" 20 x 18-1/4" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE AND REAR OVERFLOW. FAUCET: CHICAGO FAUCET # 857-E12-665PSHABCP 4" CENTERSET, LEAD FREE SELF CLOSING METERING FAUCET, POLISHED CHROME, BRASS BODY, 4-1/2" INTEGRAL SPOUT WITH # E12 2.2 GPM AERATOR. TRIM: McGUIRE # 155A GRID DRAIN WITH TAILPIECE, McGUIRE # LF2165CCLK LEAD FREE BRASS LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 8872CF 1-1/4" 17 GAUGE CAST CHROME PLATED BRASS ADJUSTABLE P-TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON, CONCEALED ARM CARRIER WITH STANCHIONS TO FLOOR, AND TRUEBRO "HANDI LAV- GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. WASTE PIPES. INSTALL "WCO" UNDERNEATH WASTE CONNECTION. SINK: KOHLER "STRIVE", #K-5286 24" x 18-1/4" x 9-5/16" DEEP, SINGLE COMPARTMENT, UNDER MOUNT, 16 GAUGE STAINLESS STEEL, FIXTURE WITH INSTALLATION HARDWARE AND CUT-OUT TEMPLATE. SET IN BED OF CLEAR SILICONE SEALANT. FAUCET: MOEN "ALIGN" # 5923 SINGLE HOLE, WITH SINGLE LEVER HANDLE, PRE -RINSE SPRING PULLDOWN HIGH ARC FAUCET AND 1.5 GPM AERATOR. TRIM: McGUIRE # 1 LF2165CC LEAD FREE BRASS WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 151M CUP STRAINER WITH 1-1/2" 17 GAUGE TAILPIECE, McGUIRE # B8912CF 1-1/2" 17 GAUGE CAST CHROME PLATED BRASS ADJUSTABLE P-TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, PLUMBEREX "PRO -EXTREME" # X-4222 INSULATION KIT FOR WATER AND WASTE PIPES. INSTALL "WCO" UNDERNEATH WASTE CONNECTION. SINK: KOHLER "STRIVE", #K-5287 15" x 15" x 9-5/16" DEEP, SINGLE COMPARTMENT, UNDER MOUNT, 16 GAUGE STAINLESS STEEL, BAR SINK WITH INSTALLATION HARDWARE AND CUT-OUT TEMPLATE. SET IN BED OF CLEAR SILICONE SEALANT. FAUCET: MOEN "ALIGN" # 5965 SINGLE HOLE, WITH SINGLE LEVER HANDLE, PULLDOWN HIGH ARC PREP/BAR FAUCET AND 1.5 GPM AERATOR. TRIM: McGUIRE # 1LF2165CC LEAD FREE BRASS WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 151M CUP STRAINER WITH 1-1/2" 17 GAUGE TAILPIECE, McGUIRE # B8912CF 1-1/2" 17 GAUGE CAST CHROME PLATED BRASS ADJUSTABLE P-TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, PLUMBEREX "PRO -EXTREME" # X-4222 INSULATION KIT FOR WATER AND WASTE PIPES. INSTALL "WCO" UNDERNEATH WASTE CONNECTION. I THERMOSTATIC MIXING VALVE: POWERS # e480, SOLID BRASS BODY, THERMOSTATIC WAX ELEMENT, CORROSION RESISTANT INTERNAL PARTS, AND INTEGRAL CHECKS, ASSE 1070 COMPLIANT, CAPABLE OF 2.2 GPM WITH A 20 PSI DIFFERENTIAL AND A MINIMUM FLOW RATE OF 0.5 GPM. SET TEMPERATURE TO 110°F FOR DUEL TEMPERATURE LAVATORIES AND HAND SINKS, 100°F FOR SINGLE TEMPERATURE LAVATORIES AND HAND SINKS AND 120°F FOR SINKS. MOUNT BELOW THE PLUMBING FIXTURE WHERE INDICATED ON PLAN(S). I TRAP PRIMER: PRECISION PLUMBING PRODUCTS # PR-500 "PRIME RITE", CORROSION RESISTANT BRASS BODY, "0" RING SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM BREAKER. INSTALL THE VALVE AT A MINIMUM OF 12" ABOVE FINISHED FLOOR. TIME SWITCH: INTERMATIC #ET1705CSPST, 7 DAY, ONE CIRCUIT -SINGLE POLE SINGLE THROW, ELECTRONIC TIME SWITCH OR EQUAL BY TORK. TIME SWITCH SHALL BE MOTOR RATED (1H.P. @ 120 VOLT, SINGLE PHASE), MINIMUM OF 20 SETPOINTS (14 ON/OFF CTCLES) AND BATTERY BACKUP. COORDINATE WITH DIVISION 16 FOR INSTALLATION AND INTERLOCK OF TIME SWITCH IN SERIES WITH THE AQUASTAT AND RECIRCULATION PUMP. WALL -MOUNTED WATER CLOSET: ZURN "Z5560" TANK TYPE WHITE VITREOUS CHINA FIXTURE WITH ELONGATED , DUAL FLUSH 1.6 GALLON OR 1.0 GALLON PER FLUSH, PRESSURE ASSISTED TANK, SIPHON JET ACTION AND SPEED CONNECT TANK/BOWL COUPLING SYSTEM. TRIM: WHITE OPEN -FRONT CONTOURED, SOLID PLASTIC, HEAVY DUTY, SEAT LESS COVER WITH SELF-SUSTAINING CHECK HINGES AND STAINLESS STEEL BOLTS. McGUIRE # LF2166CC LEAD FREE BRASS ANGLE STOP VALVE WITH RISER AND CHROME -PLATED ESCUTCHEON. INSTALL "WCO" IN VENT ABOVE FIXTURE. WCO WALL CLEANOUT: JAY R. SMITH # 4530S, CAST IRON CLEANOUT TEE, COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER AND SCREW, AND IRON PLUG WITH GASKET SEAL. REFER TO SPECIFICATIONS FOR INSTALLATION. (WHA) WATER HAMMER ARRESTER: PRECISION PLUMBING PRODUCTS, HARD DRAWN COPPER BODY WITH WROUGHT COPPER FITTINGS, PISTON TYPE WITH LUBRICATED EPDM "0" RING SEALS, MEETING ASSE 1010 OR PDI WH-201. PROVIDE PDI SIZES "A" THROUGH "F" AS SHOWN ON PLANS. PROVIDE SIZE "A" UNLESS SHOWN OTHERWISE ON THE PLANS. WATER HEATER: A.O. SMITH # DEL-40, 40 GALLON GLASS LINED LOW BOY STORAGE TANK, TWO 3.0KW DIRECT -IMMERSION HEATING ELEMENTS, INTERLOCKED FOR NON -SIMULTANEOUS OPERATION, SURFACE -MOUNTED THERMOSTATS, ANODE ROD, T & P VALVE, AND 14 GALLONS PER HOUR RECOVERY AT A 90 DEGREE TEMPERATURE RISE. SET WATER HEATER OPERATING TEMPERATURE TO 140 °F. ELECTRICAL REQUIREMENTS: 120 VOLT SINGLE PHASE, 25 FULL LOAD AMPS. REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 13 2018 PERMIT CENTER FIXTURE BRANCH CONNECTION SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (FT) 1/2" -- 4" 2" LAVATORY 1/2" 1/2" 2" 1-1/2" FLOOR DRAIN -- - 3" 2" . HAND SINK 1/2" 1/2" 2" 1-1/2" JANITOR'S SINK 3/4" 3/4" 3" 2" NOTE: PIPE SIZES SHOWN ARE MINIMUM. General Contractor: a) 8 c 0 ▪ N .n E z ARCHITECTS SkB Architects cis C/) c cc) a) coL r chCA o;; ca N O LL. C.) THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PREUMINARY SUBMITTAL SEAN 0. EISLER LICENSE # 47524 IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. 0 tin •n Oz ia ID M Ben Bridge Jewelers I I 0 0 CD -12 M 0 rn N J J W 2 0_ 0 (X w'w_' W z0 mw 0I �o ' o W W O a. CO w co .HEN DERSON ENGIN EERS.COM 0 o rn � o0 co aS..zr co CO a) o CJ) co co i Project no. 1442.00 Date: 03/12/2018 BID/PERMIT SET PLUMBING DETAILS AND SCHEDULES Division 22: PLUMBING 1. GENERAL INSTRUCTIONS A. GENERAL REQUIREMENTS All requirements under Division 01 and the general and supplementary conditions of these specifications apply to this section and division. Where the requirements of this section and division exceed those of Division 01, this section and division take precedence. Become thoroughly familiar with all its contents as to requirements that affect this division, section, or both. Work required under this division includes all material, equipment, appliances, transportation, services and labor required to complete the entire system as required by the drawings and specifications, or reasonably inferred to be necessary to facilitate the function of each system as implied by the design and equipment specified. The specifications and drawings for the Project are complementary, and any portion of work described in one shall be provided as if described in both. In the event of discrepancies, notify the Engineer and request clarification prior to proceeding with the work involved. Drawings are graphic representations of the work upon which the contract is based. They show the materials and their relationship to one another, including sizes, shapes, locations, and connections. They convey the scope of work, indicating the intended general arrangement of the systems without showing all of the exact details as to elevations, offsets, control lines, and other installation requirements. Use the drawings as a guide when laying out the work and to verify that materials and equipment will fit into the designated spaces, and which when installed per manufacturers' requirements, will ensure a complete, coordinated, satisfactory, and properly operating system. B. DEFINITIONS Division: References contained in this specification follow the numbering system defined in the Construction Specifications Institute (CSI) MasterFormat 2004 Edition. Specification Divisions 01 through 13 provided with this project may reference the CSI MasterFormat 1995 Edition. The corresponding division references between the 2004 Edition and 1995 Edition are as follows: 2004 Edition 1. Division 21 - Fire Suppression 2. Division 22 - Plumbing 3. Division 23 - HVAC 4. Division 26 - Electrical 5. Division 27 - Communications 6. Division 28 - Electronic Safety and Security 1995 Edition Division 15 Division 15 Division 15 Division 16 Division 16 Division 16 Furnish: "to supply and deliver to the project site, ready for unloading, unpacking, assembly, installation and similar operations." Install: "to perform all operations at the project site including, but not limited to, the actual unloading, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, testing, commissioning, starting up and similar operations, complete, and ready for the intended use." Provide: "to furnish and install, complete and ready for the intended use." Furnished by Owner (or Owner -Furnished) or Furnished by Others: "an item furnished by the Owner or under other divisions or contracts, and installed under the requirements of this division, complete, and ready for the intended use, including all items and services incidental to the work necessary for proper installation and operation. Include the installation under the warranty required by this division." Engineer: Where referenced in this division, "Engineer" is the Engineer of Record and the Design Professional for the work under this division, and is a consultant to, and an authorized representative of the Architect, as defined in the General and/or Supplementary Conditions. When used in this division, Engineer means increased involvement by and obligations to the Engineer, in addition to involvement by and obligations to the Architect. AHJ: The local code and/or inspection agency (Authority) Having Jurisdiction over the work. NRTL: Nationally recognized testing laboratory, as defined and listed by OSHA in 29 CFR 1910.7 (e.g., UL, ETL, CSA), and acceptable to the AHJ over this project. Nationally recognized testing laboratories and standards listed are used only to represent the characteristics required and are not intended to restrict the use of other NRTLs that are acceptable to the AHJ and standards that meet the specified criteria. Substitution: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. Substitutions include Value Engineering proposals. A Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. B Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. The terms "approved equal", "equivalent", or "equal" are used synonymously and shall mean "accepted by or acceptable to the Engineer as equivalent to the item or manufacturer specified". The term "approved" shall mean labeled, listed, or both, by an NRTL, and acceptable to the AHJ over this project. The term lead free refers to the wetted surface of pipe, fittings and fixtures in potable water systems that have a weighted average lead content of less than or equal to 0.25% per safe drinking water act as amended January 4, 2011 Section 1417. C. PREBID SITE VISIT Prior to submitting bid, visit the site of the proposed work and become fully informed as to the conditions under which the work is to be done. Failure to comply with this requirement shall not be considered sufficient justification to request or obtain extra compensation over and above the contract price. D. MATERIAL AND WORKMANSHIP Provide new material, equipment, and apparatus under this contract unless otherwise stated herein, of best quality normally used for the purpose in good commercial practice, and free from defects. Install material and equipment in accordance with the manufacturer's installation instructions. Model numbers listed in specifications or shown on the drawings are not necessarily intended to designate the required trim, written descriptions of the trim govern model numbers. Pipe, pipe fittings, pipe specialties and valves shall be manufactured in plants located in the United States or certified to meet the specified ASTM and ANSI standards. Work performed under this contract shall provide a neat and "workmanlike" appearance when completed, to the satisfaction of the Architect and Engineer. Workmanship shall be the finest possible by experienced mechanics. Installations shall comply with applicable codes and laws. The complete installation shall function as designed and intended with respect to efficiency, capacity, noise level, etc. Abnormal noise caused by rattling equipment, piping and squeaks in rotating components shall not be acceptable. Materials and equipment shall be of commercial specification grade in quality. Light duty and residential grade equipment shall not be accepted unless otherwise indicated. Remove from the premises waste material present as a result of his work, including cartons, crating, paper, stickers, and/or excavation material not used in backfilling, etc. Clean equipment installed under this contract to present a neat and clean installation at the termination of the work. Repair or replace public and private property damaged as a result of work performed under this contract to the satisfaction of authorities and regulations having jurisdiction. Provide all safety lights, guards, and warning signs required for the performance of the work and for the safety of the public. E. MANUFACTURERS In other articles where lists of manufacturers are introduced, subject to compliance with requirements, provide products by one of the manufacturers specified. Where a list is provided, manufacturers are listed alphabetically and not in accordance with any ranking or preference. Where manufacturers are not listed, provide products subject to compliance with requirements from manufacturers that have been actively involved in manufacturing the specified product for no less than 5 years. F. COORDINATION Coordinate work with that of other trades so that the various components of the systems are installed at the proper time, will fit the available space, and will allow proper service access to those items requiring maintenance. Components which are installed without regard to the above shall be relocated at no additional cost to the Owner. Unless otherwise indicated, General Contractor shall provide chases and openings in building construction required for installation of the systems specified herein. Contractor shall furnish the General Contractor with information where chases and openings when required. Contractor shall keep informed as to the work of other trades engaged in the construction of the project and shall execute his work in such a manner as not to interfere with or delay the work of other trades. Figured dimensions shall be taken in preference to scaled dimensions. Contractor shall take his own measurements at the building, as variations may occur. Contractor shall be held responsible for errors which could have been avoided by proper checking and verification. Provide materials with trim that will properly fit the types of ceiling, wall, or floor finishes actually installed. Model numbers listed in the specifications or shown on the drawings are not intended to designate the required trim. G. ORDINANCES AND CODES Work performed under this contract shall, at a minimum, be in conformance with applicable national, state and local codes having jurisdiction. Equipment furnished and associated installation work performed under this contract shall be in strict compliance with current applicable codes adopted by the local AHJ, including any amendments and standards as set forth by the following: 1. National Fire Protection Association (NFPA) 2. Underwriters Laboratories (UL) 3. Occupational Safety and Health Administration (OSHA) 4. American Society of Mechanical Engineers (ASME) 5. American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE) 6. American National Standards Institute (ANSI) 7. American Society of Testing Materials (ASTM) 8. Other national standards and codes where applicable. Where the contract documents exceed the requirements of the referenced codes, standards, etc., the contract documents shall take precedence. Where conflicts between various codes, ordinances, rules, and regulations exist, comply with the most stringent. Promptly bring all conflicts observed between codes, ordinances, rules, regulations, referenced standards, and these documents to the attention of the Architect and Engineer for final resolution. Contractor will be held responsible for any violation of the law. Procure and pay for permits and licenses required for the accomplishment of the work herein described. Where required, obtain, pay for, and furnish certificates of inspection to Owner. H. PROTECTION OF EQUIPMENT AND MATERIAL Store and protect from damage equipment and material after delivery to job site. For materials and equipment susceptible to changing weather conditions, dampness, or temperature variations, store inside in conditioned spaces. For materials and equipment not susceptible to these conditions, cover with waterproof, tear -resistant, heavy tarp or polyethylene plastic as required to protect from plaster, dirt, paint, water, or physical damage. Equipment and material damaged by construction activities shall be rejected and Contractor shall furnish new equipment and material of a like kind at his own expense. Keep premises broom clean of foreign material created during work performed under this contract. Piping, equipment, etc. shall have a neat and clean appearance at the termination of the work. Plug or cap open ends of piping systems while stored and installed during construction when not in use to prevent the entrance of debris into the systems. Keep the manufacturer -provided protective coverings on floor drains, floor sinks and trench drains during construction. Remove coverings at the termination of the work and polish exposed surfaces. I. SUBSTITUTIONS Materials, products, equipment, and systems described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by the proposed substitution. The base bid shall include only the products from manufacturers specifically named in the drawings and specifications. To request a substitution, request the Substitution Request Form from the Architect or Engineer. Complete and send the Substitution Request From for each material, product, equipment, or system that is proposed to be substituted. The burden of proof of the merit of the proposed substitution is upon the proposer. Unless stated otherwise in writing to the Engineer by the Contractor, Contractor warrants to the Engineer, Architect, and Owner the following: 1. Proposed substitution has been fully investigated and determined to meet or exceed the specified Work in all respects unless stated otherwise in the substitution request. 2. Proposed substitution is consistent with the Contract Documents and will produce indicated results, including functional clearances, maintenance service, and sourcing of replacement parts. 3. Proposed substitution has received necessary approvals of authorities having jurisdiction. 4. Same warranty will be furnished for proposed substitution as for specified Work. 5. If accepted substitution fails to perform as required, Contractor shall replace substitute material or system with that originally specified and bear costs incurred thereby, 6. Coordination, installation and changes in the Work as necessary for accepted substitution will be complete in all respects. No substitutions will be considered unless the Substitution Request Form is completed and attached with the appropriate substitution documentation. No substitution will be considered prior to receipt of bids unless written request for approval to bid has been received by the Engineer at least ten (10) calendar days prior to the date for receipt of bids. If the proposed substitution is approved prior to receipt of bids, such approval will be stated in an addendum. Bidders shall not rely upon approvals made in any other way. Verbal approval will not be given. No substitutions will be considered after the contract is awarded unless specifically provided in the contract documents. J. SUBMITTALS Assemble and submit for review shop drawings, material lists, manufacturer product literature for equipment to be furnished, and items requiring coordination between contractors under this contract. Provide submittals in suffcient detail so as to demonstrate compliance with these Contract Documents and the design concept. Prior to transmitting submittal, verify that the equipment submitted is mutually compatible and suitable for the intended use, will fit the available space, and maintain manufacturer recommended service clearances. If the size of equipment furnished makes necessary any change in location or configuration, submit a shop drawing showing the proposed layout. Transmit submittals as early as required to support the project schedule. Allow for two weeks Engineer review time, plus to/from mailing time via the Architect, plus a duplication of this time for resubmittal, if required. Only resubmit those sections requested for resubmittal. Submittals shall contain the project name, applicable specification section, submittal date, equipment identification acronym as used on the drawings, and the Contractor's stamp. The stamp shall certify that the submittal has been checked by the Contractor, complies with the drawings and specifications, and is coordinated with other trades. Manufacturer product literature shall include shop drawings, product data, performance sheets, samples and other submittals required by this division. Highlight, mark, list, or indicate the materials, performance criteria, and accessories that are being proposed. General product catalog data not specifically noted to be part of the specified product will be rejected and returned without review. Submittals and shop drawings shall not contain the firm name, logo, seal, or signature of the Engineer. They shall not be copies of the work product of the Engineer. If the Contractor desires to use elements of such product, refer to paragraph "Electronic Drawing Files" for procedures to be used. Separate submittals according to individual specification sections. Illegible submittals will be rejected and returned without review. Catalog data shall be properly bound, identified, indexed and tabbed in a 3-ring binder. Each item or model number shall be clearly marked and accessories indicated. Label the catalog data with the equipment identification acronym or number as used on the drawings and include performance curves, capacities, sizes, weights, materials, finishes, wiring diagrams, electrical requirements and deviations from specified equipment or materials. For equipment with motor starters or VFDs, include short circuit current ratings. Mark out inapplicable items. Shop drawings will be returned without review if the above mentioned requirements are not met. Provide the quantity of submittals required by Division 01. If not indicated and hard -copy sets are provided, submit a minimum of six (6) copies. Refer to Division 01 for acceptance of electronic submittals for this project. For electronic submittals, Contractor shall submit the documents in accordance with the procedures specified in Division 01. Contractor shall notify the Architect and Engineer that the submittals have been posted. If electronic submittal procedures are not defined in Division 01, Contractor shall include the website, user name, and password information needed to access the submittals. For submittals sent by e-mail, Contractor shall copy the designated representatives of the Architect and Engineer. Contractor shall allow for the Engineer review time as specified above in the construction schedule. Contractor shall submit only the documents required to purchase the materials and/or equipment in the electronic submittal. The checking and subsequent acceptance of submittals by the Engineer and/or Architect shall not relieve the Contractor from responsibility for deviations from the drawings and specifications, errors in dimensions, details, size of members, or quantities, omissions of components or fittings; coordination of electrical requirements; and not coordinating items with actual building conditions and adjacent work. Proceed with the procurement and installation of equipment only after receiving approved shop drawings relative to each item. K. ELECTRONIC DRAWINGS In preparation of shop drawings or record drawings, Contractor may, at his option, obtain electronic drawing files in AutoCAD or DXF format on CD-ROM disk, DVD disk, flash drive, or direct download, as desired, from the Engineer for a shipping and handling fee of $200 for a drawing set up to 12 sheets and $15 per sheet for each additional sheet. Contact the Architect for written authorization and Engineer for the necessary release agreement form and to specify shipping method and drawing format. In addition to payment, written authorization from the Architect and release agreement form from the Engineer must be received before electronic drawing files wilt be sent. L. RECORD DRAWINGS (AS -BUILT DRAWINGS) During progress of the work in this division, Contractor shall maintain an accurate record of all charges made during the installation of the system. Upon completion of the work, accurately transfer all record information to three identical sets of the approved shop drawings. Insert one set into each copy of the manual described below. See Division 01 and General Conditions for additional information. M. OPERATION AND MAINTENANCE INSTRUCTIONS During the course of construction, collect and compile a complete brochure of equipment furnished and installed on this project. Include operational and maintenance instructions, manufacturer's catalog sheets, wiring diagrams, parts lists, approved submittals and shop drawings, warranties, and descriptive literature as furnished by the equipment manufacturer. Include an inside cover sheet that lists the project name, date, Owner, Architect, Engineer, General Contractor, Sub -Contractor, and an index of contents. Submit three copies of literature bound in approved binders with index and tabs separating equipment types to the Architect, for Engineer's review, at the termination of the work. Paper clips, staples, rubber bands, loose-leaf binding, and mailing envelopes are not considered approved binders. Final approval of systems installed under this contract shall be withheld until this equipment brochure is received and deemed complete by the Architect and Engineer. Instruct workmen to save required literature shipped with the equipment itself for inclusion in this brochure. Include record drawings as described above. Refer to Division 01 for acceptance of electronic manuals for this project. For electronic manuals, refer to paragraph "Submittals" for requirements. N. SPARE PARTS Furnish to Owner, with receipt, the spare parts for faucet washers and O-ringsand water closet tank repair kits for the fixtures furnished for this project. O. TRAINING At a time mutually agreed upon between the Owner and Contractor, provide the services of a factory trained and authorized representative to train Owner's designated personnel on the operation and maintenance of the equipment provided for this project. Provide training to include, but not be limited to, an overview of the system and/or equipment as it relates to the facility as a whole; operation and maintenance procedures and schedules related to startup and shutdown, troubleshooting, servicing, preventive maintenance and appropriate operator intervention; and review of data included in the operation and maintenance manuals. Submit a certification letter to the Architect stating that the Owner's designated representative has been trained as specified herein. Letter shall include date, time, attendees and subject of training. The Contractor and the Owner's representative shall sign the certification letter indicating agreement that the training has been provided. Schedule training with Owner with at least 7 days advance notice. P. WARRANTIES Warrant each system and each element thereof against all defects due to faulty workmanship, design, or material for a period of 12 months from date of Substantial Completion, unless specific items are noted to carry a longer warranty in the construction documents or manufacturer's standard warranty exceeds 12 months. Remedy all defects, occurring within the warranty period(s), as stated in the General Conditions and Division 01. Warranty shall include a guarantee of free circulation of liquids throughout the system as Intended without leaks, excessive noise, or water hammer. Warranties shall include labor and material, including travel expenses. Make repairs or replacements without any additional costs to the Owner, and to the satisfaction of the Owner, Architect, and Engineer. Perform the remedial work promptly, upon written notice from the Engineer or Owner. At the time of Substantial Completion, deliver to the Owner all warranties, in writing and properly executed, including term limits for warranties extending beyond the one year period and any actions the Owner must take in order to maintain warranty status. Each warranty instrument shall be addressed to the Owner and state the commencement date and term. 2. GENERAL MATERIALS AND INSTALLATION A. BUILDING OPERATION Comply with the schedule of operations as outlined in the architectural portions of this specification. Building shall be in operation during normal workday hours. Accomplish work requiring interruption of building operation at a time when the building is not in operation and only with written approval of building Owner and/or tenant. Coordinate interruption of building operation with the Owner and/or tenant a minimum of seven (7) days in advance of work. B. EXISTING EQUIPMENT REUSE AND REMOVAL Provide items of plumbing systems modification required because of building remodeling, as noted on the drawings, or necessary for proper operation. Match existing materials and construction techniques when modifying existing systems. Coordinate requirements with general contractor and architect. Seal existing floor drains to be abandoned or not in use at completion of work gas -tight with plug. Clean P-trap of debris. Provide blank grate. Cover drains with floor material matching adjacent area in finished portions of the building. New floor drains shall be connected to the existing sanitary drainage system as shown on the drawings or as required. Saw -cut existing concrete floor as required to install new underfloor lines, and patch to match existing sub -floor. Refer to architectural specifications for finish floor patching requirements. Existing plumbing fixtures where Indicated on the drawings to be reused shall be cleaned, repaired, provided with new washers, etc. As required to put them into good operating condition. Patch holes weather -tight in existing roofs caused by removal of plumbing items such as piping. Make connection of new pipe to similar existing waste, water and gas pipe using standard fittings and joining practices. C. COINCIDENTAL DAMAGE Repair streets, sidewalks, drives, paving, walls, finishes, and other facilities damaged in the course of the work. Repair materials shall match existing construction. Repair work shall meet all requirements of the Owner, local authorities having jurisdiction, and meet the satisfaction of the Architect. D. CUTTING AND PATCHING Conform to the requirements in Division 01. Cut walls, floors, ceilings, and other portions of the facility as required to install work under this division. Obtain permission from the Architect prior to cutting. Do not disturb structural members without prior approval from the Architect. Cut holes as small as possible. Patch walls, floors, and other portions of the facility as required by work under this division. Patching shall match original material and construction Including fire ratings, if applicable. Repair and refinish areas disturbed by work to the condition of adjoining surfaces in a manner satisfactory to the Architect. E. ROUGH -IN Coordinate without delay all roughing -in with other divisions. Conceal piping, conduit, and rough -In except in unfinished areas and where otherwise shown. F. SUPPORT SYSTEMS Structural steel used for pipe supports, equipment supports, etc., shall be new and clean, and shall conform to ASTM designation A-36. Support plumbing equipment and piping from the building structure. Do not support plumbing equipment and piping from ceilings, other mechanical or electrical components, and other non-structural elements. G. ACCESS DOORS Provide access doors for all concealed equipment where indicated or as required, except where above lay -in ceilings. Access doors shall be adequately sized for the devices served with a minimum size of 18 inches x 18 inches. Access doors must be of the proper construction for type of construction in which it is installed. Obtain Architect's approval of type, size, location, and color before ordering. Provide factory -fabricated and assembled units, complete with attachment devices and fasteners ready for installation, concealed hinges, flush screwdriver -operated cam lock, and anchor straps. Provide access doors manufactured by Milcor, Titus, Zurn, or equal. H. PENETRATIONS Provide sleeves for pipes passing through above grade concrete or masonry walls, concrete floor or roof slabs. Sleeves are not required for core drilled holes In existing masonry walls, concrete floors or roofs. Provide 10 gauge galvanized steel sleeves for sleeves 6 inches and smaller. Provide galvanized sheet metal sleeves for larger than 6 inches. Schedule 40 PVC sleeves are acceptable for installation in areas without return air plenums. Seal elevated floor, exterior wall and roof penetrations watertight and weathertight with non -shrink, non -hardening commercial sealant. Pack with mineral wool and seal both ends with minimum of 1/2 inch of sealant. Seal around penetrations of fire rated assemblies. Coordinate fire ratings and locations with the architectural drawings. Refer to architectural specifications for fire stoppings. Provide a product schedule for UL listing, location, wall or floor rating and installation drawing for each penetration fire stop system. Extend pipe insulation for insulated pipe through floor, wall and roof penetrations, Including fire rated walls and floors. The vapor barrier shall be maintained. Size sleeve for a minimum of 1 inch annular clear space between inside of sleeve and outside of insulation. Seal concrete or masonry exterior wall penetrations below grade with "wall pipes" and mechanical sleeve seals. Provide cast iron "wall pipes" with integral waterstop ring manufactured by Josam, Jay R. Smith, Wade, Watts or Zurn. Provide modular mechanical sleeve seals, manufactured by Thunderiine / Link Seal, Calpico, Inc. and Metraflex. Seal elevated concrete slab with water proof membrane penetrations with "wall pipes" and water proof sealant. Secure waterproof membrane flashing between "wall pipe" clamping flange and clamping ring. Provide cast iron "wall pipes" with integral waterstop ring manufactured by Josam, Jay R. Smith, Wade, Watts or Zurn. Provide sleeves for horizontal pipe passing through or under foundation. Sleeves shall be cast iron soil pipe two nominal pipe sizes larger than the pipe served. Provide Schedule 40 PVC pipe sleeves for vertical pressure pipe passing through concrete slab on grade. Sleeves shall be one nominal pipe size larger than the pipe served and two pipe sizes larger than pipe served for ductile iron pipes with restraining rods. Seal water -tight with silicone caulk. Provide 1/2 inch thick cellular foam insulation around perimeter of non -pressure pipe passing thru concrete slab on grade. Insulation shall extend to 2 inches above and below the concrete slab. I. FIRESTOPPING Sealants and accessories shall have fire -resistance ratings indicated, as established by testing identical assemblies in accordance with UL 2079 or ASTM E 814, or other NRTL acceptable to AHJ. Manufacturers: Hilti, RectorSeal, Specified Technologies Inc., United States Gypsum Company, or 3M corp. Through and Membrane Penetration Firestopping Systems Product Schedule: Provide UL listing, location, wall or floor rating, and installation drawing for each penetration fire stop system. Where project conditions require modification to qualified testing and inspecting agency's illustrations for a particular firestopping condition, submit illustration, with modifications marked, approved by penetration firestopping manufacturer's fire -protection engineer as an engineering judgment or equivalent fire -resistance -rated assembly. Include qualifications data for testing agency. J. ELECTRICAL WIRING Line voltage wiring shall be provided by Division 26. Line voltage control and interlock wiring for plumbing systems shall also be provided by Division 26. Low voltage control wiring shall be provided by Division 23. Furnish wiring diagrams to Division 26 as required for proper equipment hookup. Coordinate with Division 26 the actual wire sizing amps for plumbing equipment (from the equipment nameplate) to ensure proper installation. K. EQUIPMENT FURNISHED BY OTHERS Provide necessary equipment and accessories that are not provided by the equipment supplier or Owner to complete installation of equipment furnished by others in locations as indicated on the drawings, specified herein, or both. Furnish and Install roughed -in wastes, vents and water services. Provide final connection to kitchen equipment, furnished by others, in locations as indicated on the drawings. Provide accessory items that are required but not furnished with the equipment Including traps, stop valves, PRVs, indirect drain from equipment to floor drains, and accessory items indicated or required for the proper operation of the complete system at the termination of the work. Contractor shall be responsible for correct rough -in dimensions and shall verify same with Architect and/or equipment supplier prior to service installations. Install the emergency natural gas shutoff valve furnished with exhaust hood fire extinguishing system in an accessible location. REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2018 L. SYSTEM TESTING AND ADJUSTING Upon completion of each phase of the installation, test each system in conformance with local code requirements and as noted below. Furnish labor and equipment required to test each system installed under this contract. Assume all costs Involved in making the tests and repairing and/or replacing any damages resulting therefrom. Notify the Architect and the AHJ, three (3) working days prior to making plumbing system tests. Leave concealed work uncovered until the required tests have been completed, but if necessary due to construction procedure, tests on portions of the work may be made, and when satisfactory, the work may be concealed. Test piping before insulation is Installed, and before backfill. Pipes, joints, flanges, valve stems, etc., shall be leak tight. Repair or replace system defects with new materials. Caulking of defective joints, cracks or holes will not be permitted. Repeat tests after defects have been eliminated. Make tests in the presence of the administrative authority and/or the Owner's authorized representative. Upon completion of the systems installation, and prior to acceptance by the Architect and Engineer, make general operating tests to demonstrate that equipment and systems are in proper working order, and are functioning in conformance with the intent of the drawings and specifications. As a part of these tests, open every water outlet to ensure complete system flushing, remove and clean faucet aerators, clean strainers, light pilot lights, and operate every piece of equipment furnished under this contract to demonstrate proper functioning. Test the drainage and vent system by plugging openings with test plugs, except those at the top of the stacks. Fill the system with water; test results will be satisfactory if the water level remains stationary for not less than one (1) hour. Subject the drainage and vent system to a pressure of at least ten (10) feet of water. If leaks develop, repair them and repeat the test. Test the domestic water system by filling it with water and then isolating the system from its source. Keep the system closed for a period of twenty-four hours with no fixture being used. The pressure differential for this test period shall not exceed 10 psig. Test water piping to a 125 PSI hydrostatic pressure. M. VIBRATION ISOLATION Provide vibration isolation equipment and materials by a single manufacturer. If type and deflection for specific equipment is not specified within the contract documents, reference ASHRAE Handbook "HVAC Applications" or provide per manufacturer's recommendations. Approved manufacturers Amber Booth, Kinetics Noise Control, Mason Industries, Inc., Vibration Eliminator Co., Inc., and Vibration Mounting and Controls, provided their systems are in compliance with the specified design and performance requirements. General Requirements: Select vibration isolators by the weight distribution to produce uniform deflection. Vibration isolators shall have either known un-deflected heights or calibration markings so that, after adjustment, the static deflection can be verified, thus determining that the load is within the proper range of the isolator. Isolators shall operate in the linear portion of their load versus deflection curves. Spring isolators shall have 50 percent excess capacity without becoming coil bound. Coat vibration isolators with factory -applied paint. Coat vibration isolators exposed to weather and other corrosive environments with factory -applied corrosion resistance protection. Install and adjust vibration isolators in accordance with manufacturers written instructions. Isolator Types 1. Provide type MWP (Metal and Waffle Sandwich Pads) for equipment mounted on equipment pads consisting of two, 5/16 inch thick ribbed or waffle neoprene pads sandwiching a 16 gauge stainless steel shim plate with bridge bearing quality neoprene with a maximum durometer of 50 and designed for 15 percent strain. If the isolator is bolted to the structure, provide a neoprene vibration isolation washer and sleeve (Uniroyal Type 620/660, or as approved) installed under the bolt head between the steel washer and the base plate. Provide Mason industries Type WSW or equal. 2. Provide type DDNM (Double Deflection Neoprene Mounts) for piping suspended from the structure within 50 feet of rotating equipment, consisting of double deflecting, molded neoprene isolators and be laterally stabilized with all metal surfaces covered with neoprene. Top and bottom surfaces shall be ribbed and bolt holes shall be provided In the base. The mounts shall have leveling bolts rigidly secured to the equipment. The isolator shall be manufactured with bridge bearing quality neoprene, and selected for a maximum durometer of 50 and designed for 15 percent strain. DDNM mounts shall be selected for a static deflection of 3/8 inch unless otherwise specified. Provide Mason Industries Type ND or as equal. 3. Provide type DDNH (Double Deflection Neoprene Hangers) for piping supported on the floor within 50 feet of rotating equipment, consisting of a molded neoprene isolating element in a steel hanger box. A neoprene sleeve shall be provided where the lower hanger rod passes through the steel hanger box, such that the hanger rod cannot contact the steel hanger. The diameter of the clear hole in the hanger box shall be at least 3/4 inch larger than the diameter of the hanger rod and permit the hanger rod to swing through a 30 degree arc. When installed, the hanger box shall be allowed to rotate through a full 360 degrees without encountering any obstructions. The isolator shall be manufactured with bridge bearing quality neoprene, and selected fora maximum durometer of 50 and designed for 15 percent strain. Unless otherwise specified, the static deflection of DDNH hangers shall be 0.3 inches. Provide Mason Industries Type HD or as equal. N. SEISMIC CONTROLS FOR MEPF SYSTEMS Seismic Protection Criteria: Risk/Occupancy Category: Site Soil Category: Seismic Design Category: Component Importance Factor: III Contractor's Seismic Engineer to Determine Contractor's Seismic Engineer to Determine Determined From ASCE 7-2010 The Contractor shall be responsible for determining the requirements for seismic bracing of mechanical, electrical, and plumbing systems. Seismic protection criteria used to determine seismic bracing requirements of all mechanical, electrical, and plumbing systems shall be determined by the applicable code adopted in the project jurisdiction. Where not already determined within the contract documents, the Contractor shall be responsible for contracting a licensed professional engineer to establish building site class, seismic design category, seismic zone, or any other criteria necessary to determine the requirements for seismic bracing on mechanical, electrical, and/or plumbing systems. Seismic bracing of fire protection systems shall be installed in strict accordance with the provisions of NFPA 13 (2010 or later edition). The Contractor shall determine the type and location of seismic bracing required for the mechanical, electrical, and plumbing elements shown on the drawings based on the established seismic criteria, the size and weight of the supported element, and the distance from structure of the supported element. The Contractor shall submit the following shop drawing information to the AHJ and the Engineer for review and approval: 1. Seismic analysis listing all applicable seismic design criteria. 2. Descriptive catalog data of seismic bracing materials. 3. Shop drawings showing bracing type and location. 4. Installation details of all bracing used. 5. Calculations showing that the seismic restraints meet the seismic requirements. Shop drawings and calculations shall be signed and sealed by a registered professional engineer, licensed In the state of the project and employed by the manufacturer of the seismic bracing products. Calculations shall include dead loads, static seismic loads, and capacity of materials utilized for connections. Seismic bracing, restraints, isolators, and isolation materials shall be of the same manufacturer and shall be certified by the manufacturer. Approved manufacturers are: Amber/Booth Company, Inc., B-Line/Tolco, 1SAT, Kinetics Noise Control, Inc., Loos & Company, Inc., Mason Industries, Inc., Uni-strut, or Vibro-Acoustics. Each device shall have a pre -approval number from California OSHPD or other recognized government agency showing maximum restraint ratings. Seismic bracing measures to be applied to mechanical, electrical, and plumbing equipment/systems shall be Installed in strict accordance with all applicable local, state, and/or federal codes as well as manufacturer's requirements. The most stringent criteria shall apply. All anchor connections to structure for support of mechanical and electrical equipment, regardless of the need for seismic restraints, shall be shown on shop drawings. 3. PLUMBING PIPING A. PIPING MATERIALS Materials specified or noted on the drawings are subject to the approval of local code authorities. Verify approval before installing any material or joining method. Domestic Water (Cold and Hot): Domestic water piping installed above the floor slab inside the building shall be Type "L" hard temper copper tube with wrought copper fittings and soldered connections made up with 95/5 solder. Brazed mechanically formed tee connections (T-drill) may be used in copper lines where approved by code; connection shall be brazed joints made with AWS A5.8, BAg Silver filler metal. Underground domestic water piping 2 inch and smaller shall be Type "K" soft temper copper tubing with flared copper alloy fittings and connections, or Type "K" hard temper copper tubing with conventional wrought copper fittings and brazed joints made with AWS A5.8, BAg Silver filler meta. Install as few underground copper piping joints as possible. At building service entrance, no joints shall be installed under or within 5 feet of the building. Install domestic water piping below grade outside building at adequate depth to prevent freezing. Interior Waste And Vent Below Slab: Waste and vent pipe below slab inside building shall be service weight cast iron soil pipe with hub and spigot fittings with neoprene gasket joints, meeting ASTM A74, manufactured by AB & I Foundry, Charlotte or Tyler pipe and bearing the trademark of the CISPI and NSF. Hubless waste and vent pipe is not permitted below base slab. PVC schedule 40 DWV ASTM D2665 pipe with PVC meeting ASTM B1784, "solid wall" cell class 12454E with ASTM 2665 socket fittings with solvent weld joints is also permitted where approved by code.[Waste and vent pipe above slab inside building shall be hubless cast iron soil pipe and fittings, meeting ASTM A888 and CISPI 301, manufactured by AB & I foundry, Charlotte or Tyler pipe and bearing the trademark of the CISPI and NSF. Interior Waste and Vent Above Slab: Waste and vent pipe above slab inside building shall be hubless cast iron soil pipe and fittings, meeting ASTM A888 and CISPI 301, manufactured by AB & I foundry, Charlotte or Tyler pipe and bearing the trademark of the CISPI and NSF. Connections to Plumbing Fixtures and Equipment: 1-1/4 inch and larger waste connections from fixture traps to cast Iron pipe shall be "DWV" copper with wrought copper drainage pattern fittings with copper sweat or compression joints at fixture trap connections and threaded joints at connections to cast iron pipe. Indirect and Condensate Drain inside Building: Indirect and condensate drain pipe installed inside the building shall be Type "M" hard copper with wrought copper fittings for 1" and smaller and "DWV" copper with wrought copper drainage pattern fittings for 1-1/4" and larger hard temper copper tube and soldered connections made with 95/5 solder Install cleanouts at elbows greater than 45 degrees. B. PIPING AND EQUIPMENT INSULATION Provide domestic cold water, hot water, indirect and condensate drain pipe (within building) with on4E1e 1ibgEsse insulation with all -service jacket with self-sealing lap to provide a continuous vapor barrier by Certainteed, Owens -Coming or Armstrong. Provide Insulation thickness as follows: 1" thick for cold piping RECEIVED KWiLA U APR 13 2018 PERMIT CENTER a) General Contractor: c rn c 0 0 0 N a) E ARCHITECTS SkB Architects THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PRELIMINARY SUBMITTAL SEAN D. EISLER LICENSE # 47524 IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. 0 �q P v ♦A o "� V Li")M w TY F_ M ed tg W W Woe mi W co CNI ' Z 2 '- el WZYL x �LLoocnM W to _Q c) � Lij W 0 IL U? N. W - CL J RN-- � z ''O0 cmZ JZN in S U W F- Ben Bridge Jewelers i LL! -J LLI UJ J J W CC1-- W W Z 0 W V I- I- O C/) CD O co CO CO CO Date: 03/12/2018 PLUMBING SPECIFICATIONS BID/PERMIT SET City of Tukwila BUILDING DIVISION J:\Lenexa\Programs\A-E\Ben Bridge\1750003907 Ben Bridge - South Center Mall - Tukwila WA\000\Mech11750003907P42.dwg, Plot, 3/12/2018 11:25:16 AM, AdamMackenzie, 1:1 1° thick for hot water piping 6" and smaller Provide 1 inch fiberglass insulation on vent piping within six feet of vent through the roof. Provide fiberglass insulation on domestic cold and hot water pipes installed in walls and chases. Provide fiberglass insulation on domestic cold and hot water pipes installed in walls and chases. For hot and cold water piping installed inside masonry units of walls, provide 1/2 inch flexible unicellular insulation by Armacell Insulate water heaters, storage tanksetc. that are not factory insulated. For hot piping, provide pipe hangers and riser clamps sized for the outside diameter of piping. Butt insulation to hanger or riser clamp for vertical pipe. Seal exposed insulation with insulation sealer. Exception for Vertical Piping: Provide clamps sized for the outside diameter of the vertical pipe and extend clamp through insulation. Seal penetrations of insulation and vapor barrier with wet coat of vapor barrier lap cement. For pipes 2 inch and smaller using fiberglass or flexible elastomeric insulation without pre -insulated supports, provide Insulation protection shields installed between hanger and pipe which meets the following minimum length requirements: Pipe Size (NPS) Less than 1" 1-1/4" to 2" and Less Insulation Minimum Shield Length, (in) Thickness Hanger Spacing, (ft) (inches) 5 6 7 8 9 10 1 3 5 5 - - 1.5 3 5 5 1 5 6 8 9 11 11 1.5 5 6 8 8 9 9 2 5 5 6 6 8 8 Cover fittings with Zeston, Knauf, or equal one-piece PVC premolded insulating covers. Fitting covers, jackets and adhesives shall not exceed flame spread rating of 25 and smoke development rating of 50 per ASTM E84. Fill voids between covers and piping with fiberglass insulation and tape joints at all elbows and tees. Install pipe insulation in compliance with manufacturer's recommendations. Where premolded insulating fittings are not approved by the local AHJ, miter insulation at fittings. C. PIPING JOINTS Copper Tubing: Joints in hard temper tubing shall be soldered joints using lead-free 95/5 solder except where tubing is installed below grade or below the base slab, in which case joints shall be soldered with silver solder(Sil-Fos). Joints in soft temper copper tubing shall be of the flared type installed in compliance with the fitting manufacturer's recommendations. Cast Iron Pipe Above Grade: Joints In hubless pipe shall be standard C1SPI 310 NSF certified by Anaco, Ideal, Misson or Tyler. Joints in storm piping, including connections to roof drains, shall be heavy duty couplings meeting ASTM C1540 and FM 1680, Anaco Husky #HD-2000, Clamp -All "Hi Torque" 80 in. Ib, Ideal Tridon "HD° or Mission "Heavyweight". PVC Pipe: Clean joints free from debris and moisture. Apply PVC primer meeting ASTM F656 to each joint. Apply solvent cement meeting ASTM D2564 and make joint while wet and in accordance with ASTM D2855. Dissimilar Pipes Above Grade: Make connection of new waste pipe to new or existing dissimilar waste pipe using shielded transition couplings meeting ASTM C1460 with neoprene adapter gasket with stainless steel shield and hose clamps, Fernco, Proflex 3000 Series or Mission Flexseal MR56 Series Dissimilar Pipes Below Grade: Make connection of new waste pipe to new or existing dissimilar waste pipe using shielded adapter couplings meeting ASTM C1173 with neoprene adapter gasket with stainless steel shield and hose clamps, Fernco, 1056 Series or Mission Sewer Couplings. D. PIPING INSTALLATION General: Clean pipe thoroughly prior to installation. Ream ends of pipe to remove burrs. Cut pipe accurately to measurements taken on the job. Install with adequate clearance for installation of coverings where required. Pipe shall not be sprung or bent. Neatly align pipe, connect it securely, and support it from the building structure with hangers as specified below. Provide chrome -plated escutcheons on pipes passing through ceilings, floors or walls of finished spaces. Run pipes freely through floor and wall penetrations using pipe sleeves. Do not grout in place unless required for structural fire integrity. Install pipe concealed in finished spaces wherever possible. Use a dielectric union where ferrous and copper pipe connect. Dielectric union shall have a zinc -plated steel body, a threaded nylon insert, and insulating pressure gasket. No ferrous metal -to -copper connection made without insulating unions will be allowed. Hanger & Supports: Pipe hangers shall be as described in the specifications by B-Line or equal by Anvil, Michigan, Truscon, or Unistrut. Connect hangers to the structure with side beam connectors and all thread hanger rods. Provide engineered support struts between joists and other structural members as required to provide a rigid hanging installation. Do not hang pipes from other pipes, conduit or ductwork. Provide hanger rods and space hangers at intervals as specified in "hanger spacing". Provide support within 1 foot of each elbow and tee. Provide supports within 1 foot of each equipment connection. Provide two nuts on threaded supports to securely fasten the support. Install hanger types or supports for various piping as follows: Copper Tube: Adjustable band hangers for bare copper tube 3 inches and smaller shall be B-Line #B3170 CT copper plated adjustable band swivel ring type. Adjustable band hangers for insulated copper tube 3 inches and smaller shall be B-Line #B3170 NF adjustable band swivel ring type. Clevis hangers for insulated copper tube 4 inches and larger shall be B-Line #B3100 galvanized steel clevis type. Support exposed copper tube 2 inches and smaller to walls or in chases with B-Line #B3198RCT copper coated extension split ring pipe clamps, 3/8 inch threaded rod and B-Line #83199CT ceiling flanges. Support copper tube in chases and walls at plumbing fixtures with plastic or copper brackets secured to structure and U-bolts sized to bare on the pipe. Riser clamps to support vertical copper tube shall be B-Line #83373CT copper coated steel, cut insulation, seal vapor barrier, and attach to bare tube. Steel Pipe: Adjustable band hangers for 2 inch and smaller shall be B-Line #83170 NF adjustable band swivel ring type. Clevis hangers for 2-1/2 inch and larger shall be B-Line #63100 galvanized steel clevis type. Riser clamps to support vertical pipe shall be B-Line #B3373 galvanized steel. Cast Iron Pipe: Adjustable band hangers for 2 inch and smaller. Clevis hangers for 3 inch and larger shall be B-Line #B3100 galvanized steel clevis type. Riser clamps to support vertical pipe shall be B-Line #B3373 galvanized steel. Insulation Protection Shields: B-Line #B3151 of 18 gauge galvanized sheet metal. Shield shall cover half of the circumference of the pipe and shall be of length indicated by manufacturer for pipe size and thickness of insulation. Hanger Spacing, Rod Sizes & Connectors: Connect rods to steel beams or joists with B-Line #B3031 or #83033 beam clamps as required. Connect rods to concrete with B-Line #3014 malleable iron single type inserts with malleable iron nut. Connect rods in wood construction with B-Line #83058 side beam connectors. Hang and support piping with spacing and rod sizes as follows: Copper Tube: 1-1/2 inch and smaller - every 6 feet with 3/8 inch hanger rods; 2 inch - every 10 feet with 3/8inch hanger rods; Cast Iron Pipe: Every 10 feet and within 1 foot of each joint. 2 inch and smaller with 3/8 inch hanger rods; 3 inch with 1/2 inch hanger rods; 4 inch with 5/8 inch hanger rods; 6 inch with 3/4 inch hanger rods; 8 Inch and larger with 7/8 inch hanger rods. Support vertical cast iron pipe every 15 feet. Supports On Floor: Support piping from the floor where required for ferrous pipe or insulated copper tube, shall be B-Line B3093 galvanized steel with pipe saddle, threaded shank for height adjustment and floor stand secured to the floor. Below Ground Installation for Soil, and Waste: Install soil and waste piping to a uniform slope of not less than 1/8 inch per foot for piping 4 inch or larger, and not less than 1/4 inch per foot for piping 3 inch or smaller. Lay pipe at uniform slope, free from sags, with hub end upstream. Make changes in direction from horizontal to vertical, at fixture branches and other branch connections with sanitary "tees" or short sweep "ells". Make changes in direction from vertical to horizontal or horizontal to horizontal with long radius fittings, long sweeping "ells", combination "Y and 1/8 bend" fittings, or 45 degree "ells" (1/8 bend fittings), 1/6 bend or 1/16 bend and "Y" fittings. Install pipe with the barrel of the pipe on firm, solid earth for its entire length, and excavate holes for the pipe bells. Lay pipe In a straight line and install with uniform grade to line with batten boards set not more than 24'-0" apart. Close open ends of pipe with a stopper when pipe laying is not in progress. Center spigots accurately in bells for uniform caulking. Provide a smooth and uniform Invert in the system. Dril►ing or tapping of soil and waste lines, and saddle hubs and bands are not permitted. Locate and install soil and waste lines as indicated on the drawings. Determine exact locations in such a manner as to maintain proper clearance. Prior to installation of any building drain pipe, verify elevation of connection point of existing sewer, service line or existing tenant connections indicated on the drawings. If the installation will not tie into the indicated invert elevation point while maintaining proper fall, notify Architect so that an alternative may be determined. Above Ground Installation for Soil, and Waste, and Strm: Install soil and waste piping to a uniform slope of not less than 1/8 inch per foot for piping 4 inch or larger, and not less than 1/4 inch per foot for piping 3 inch or smaller. Lay pipe at uniform slope free from sags. Support pipe within 12 inches of each joint. Make changes in direction from horizontal to vertical, at fixture branches and other branch connections with sanitary "tees" or short sweep "ells". Make changes in direction from vertical to horizontal or horizontal to horizontal with long radius fittings, long sweeping "ells", combination "Y and 1/8 bend" fittings, or 45 degree "ells" (1/8 bend fittings), 1/6 bend or 1/16 bend and "Y" fittings. Provide a smooth and uniform invert in the system. Drilling or tapping of soil and waste lines, and saddle hubs and bands are not permitted. Locate and install soil and waste lines as indicated on the drawings. Determine exact locations in such a manner as to maintain proper clearance. Plumbing Vent: Connect plumbing vent pipes to fixture drain pipes as indicated on the drawings or as required by the installation practices adopted and enforced by local codes official, and extend vent pipes full size through the roof line. Grade pipe to a uniform slope so as to drain back by gravity to the drainage piping system. Vents passing through the roof shall be minimum 3 inch size except in tropical climates. Turn flashing down into stacks at least 2 inches, and extend flashing 24 inches in all directions from the pipe at the roof line. Vent lines shall be air and water tight. Domestic Water: Arrange cold, and hot piping to drain at the lowest point in each system. Install at least one pipe union adjacent to all shutoff valves, at connection points of each piece of equipment, and elsewhere in the system where required to allow proper maintenance. Provide unions of the ground joint type. Make allowance for expansion and contraction where required by the installation. Where water piping occurs in exterior walls, hold pipe as close as possible to the interior face of wall and install insulation batt or other insulation (minimum R-8) between piping and the exterior wall face. E. PIPING SANITIZATION Sanitize the entire domestic water piping system (cold, and hot water) with a solution containing not less than 50 ppm available chlorine. Keep solution in the system for a minimum of 24 hours, with each valve being operated several times during the period. After completion, flush system with city water until chlorine residual is lowered to incoming city water level. F. PIPE AND VALVE MARKERS Provide manufacturer's standard pre-printed, semi -rigid snap -on or permanent adhesive, pressure -sensitive vinyl pipe markers. Pipe markers shall be color -coded complying with ANSA A13.1. Install pipe markers on each plumbing piping system and include arrows to show normal direction of flow. Locate pipe markers and color bands wherever piping is exposed to view in occupied spaces, machine rooms, accessible maintenance spaces (shafts, tunnels, plenums) and exterior non -concealed locations. Provide plastic laminate or brass valve tag on every valve, cock and control device in each plumbing piping system; exclude check valves, valves within factory -fabricated equipment units, plumbing fixture faucets, convenience and lawn -watering hose bibbs, and shut-off valves at plumbing fixtures and similar rough -in connections of end -use fixtures and units. 4. PLUMBING SPECIALTIES A. AiR ADMITTANCE VALVES Provide air admittance valves where indicated on drawings. Air admittance valves shall meet ASSE 1050 or 1051 where applicable by Studor, Oatey, Proset, Rectorseal, or equal. Install per code and manufacturer requirements. B. WATER HAMMER ARRESTORS, AND TRAPS Provide water hammer arrestors at valves or batteries of fixtures as indicated on the drawings to prevent water hammer. Arrestors shall be Josam, Sioux Chief, Smith, Precision Plumbing Products, Proflo, Wade, Watts, or Zurn, stainless steel bellows type, or 0-ring sealed and lubricated acetal piston. Install water hammer arrestors per the Plumbing and Drainage Institute (PDI) WH-201 Installation instructions. Installation of arrestors at batteries of fixtures precludes the requirement for individual air chambers at each battery fixture. Submit certification that water hammer arrestors comply with NSF 61 Annex G and/or NSF 372. Provide water -seal traps on floor drains, fixtures and equipment with drain connections, including traps not furnished in combination with fixtures and equipment. Place trap as close to the fixture or drain as possible. Exposed traps in finished spaces shall be chrome -plated brass. Provide conventional "P" type trap, water -sealed self-cleaning design. Full "S" traps or trap standards shall be used only where specifically called for on the drawings or elsewhere in this specification. Trap water seals shall not be less than 2 inches, and deep seal traps shall be provided where specified or indicated. Each trap not integral with the fixture or floor drain or installed below the base slab shall be provided with an accessible cleanout of adequate size. Provide trap primers where required by code and where indicated on the drawings. C. CLEANOUTS, and FLOOR DRAINS Cleanouts, and floor drains shall be by one manufacturer if possible. Acceptable manufacturers are Josam, Sioux Chief, Smith, Wade, Watts, and Zum. Provide long sweep fittings for cleanout extensions; short sweeps at start of runs or change in direction and combination wye and eight bend fittings in horizontal runs. Install cleanouts with a minimum of 18 inches clear all around, consult local codes for other requirements, for easy system maintenance. install plug with Teflon joint compound. Floor Drains: As scheduled on the drawings. Floor Cleanouts: As scheduled on the drawings. Install cleanouts at points as noted on the drawings, at the building exit; at a minimum of every 50 feet in horizontal soil and waste lines; and at turns of pipe greater than 45 degrees cleanouts shall be full size of the pipe up to 4 inches, and 4 inch size for pipes larger than 4 inches. Determine the type of floor covering to be used at each floor cleanout location and provide top with variations suitable for floor covering (carpet markers, recessed for tile and scoriated for unfinished floor). Rough -in and install each floor cleanout flush with the finished floor construction. Wall Cleanouts: As scheduled on the drawings. Install wall cleanouts at points as noted on the drawings; at the foot of each soil, waste or interior downspout stack; at horizontal soil and waste branches longer than five feet not served by a floor cleanout; consult local codes for installation at specific fixture types. Install wall cleanouts above the flood rim of the fixture served within four feet of the floor and install extensions from the cleanout tee to the wall to locate the plug within 2 inch of the wall where required. Install cleanouts on urinals and sinks where required by code. D. VALVES, STRAINERS, AND UNIONS Plumbing system valves shall be designed for 125 psi steam working pressure and 200 psi cold water pressure. Install valves on the hot and cold water lines at the water heater connections and other items of equipment, at branches from mains serving groups of fixtures, and at other places indicated or required by the installation to allow ease of future maintenance. Submit certification that valves, fittings and specialties comply with NSF 61 Annex G and / or NSF 372. Except for the following: trap primers. Gate Valves 2 inch and Smaller: Class 125, rising stem, soldered lead free cast bronze body and parts, sweat ends, with wedge disc. By Apollo # 102S-LF, Hammond # UP-668, Milwaukee # UP668 or Nibco # S-113-LF Ball Valves 2 inch and Smaller (may be used In lieu of gate valves up to 2 inch): Class 150, two piece lead free cast bronze body, with sweat ends, chrome plated bronze ball with conventional port, 600 psi, blow-out proof stem by Apollo # 70-LF-200, Hammond # UP8501, Milwaukee # UPBA-150. Swing Check Valves 2 inch and Smaller: Class 125, lead free cast bronze body and with sweat ends by Apollo # 163S-LF, Milwaukee #UP-1509, or Nibco # S-413-Y-LF. Install in horizontal pipe runs. Lift Check Valves 2 inch and Smaller: Class 125, lead free cast bronze body, stainless steel spring and with sweat ends by Hammond # LP-947 or Nibco # S-413-Y-LF. Install in vertical pipe or in horizontal runs where required. Point of Use Thermostatic Mixing Valves: Thermostatic mixing valves shall be Powers as scheduled on the drawings by Powers or equal by Acorn Engineering Co. or Leonard meeting ASSE 1070 with lead free brass body, non -corrosive internal parts, tamper resistant temperature adjustment, union inlets and check stops with strainers. Install valve at public lavatories and handwashing sink locations in accessible location. Set temperature as scheduled on the drawings. Strainers: Strainers 2 inch and smaller shall be Watts #LFS777SI with lead free cast bronze body and soldered ends, brass cap and Monel 40 mesh screen. Strainers 2-1/2 inch and larger shall be Watts #77F-DI-FDA-125 with flanged iron body with fused FDA epoxy coating, bolted iron cap and stainless steel screen with 1/16 inch perforations. Strainers size 2-1/2 inch and larger shall have a 1 inch blow -off line with a 1 inch gate valve connected to the blow -off connection and shall be extended to the nearest floor drain. Unions: Ferrous unions shall be Crane or equal, combination iron and brass, ground joint with screwed ends. Copper unions shall be streamline or equal, cast bronze sweat type with ground joint. Ferrous to copper unions shall be universal controls or equal, dielectric type with threaded nylon insert. E. WATER SERVICE ENTRANCE: PRESSURE REDUCING VALVE AND BACKFLOW PREVENTER Provide a pressure reducing valve (PRV) if required by water pressure greater than 80 psi, on the domestic water service immediately downstream of the backflow preventer at the water service entry. Set the pressure reducing valve as indicated on the drawings. Provide a pressure gauge and hose bibb with isolation valve down stream of the backflow preventer and / or PRV for system drain down. F. SYSTEM ACCESSORIES Thermometers shall be American 3 inch bi-metal dial type with separable socket, and shall be installed where indicated or required. Pressure gauges shall be Ashcroft 3 inch dial type with shut-off cock, and shall be installed where indicated or required. Trap primers shall be as specified on the drawings, Precision Plumbing Products "Prime Rite" or equal by Mifab or Sioux Chief with brass body and Integral vacuum breaker. Provide distribution box where more than one trap is indicated to be primed on the drawings. Provide access panel where required. Trap seals shall be by Proset systems or equal by Mifab, Smith or Sure Seal Systemsof molded PVC elastomer that allows the flow of waste water and closes upon termination of flow. Install per manufacturer's installation Instructions. Do not touch elastomeric plug or allow contact with primer or solvent cement. Or, shall be by Sure Seal, Inc. of smooth, soft, flexible, elastomeric PVC material with a flapper closure. The flow of wastewater allows flapper to open and adequately discharge to floor drain through its interior. The flapper closes and returns to original molded shape after wastewater discharge is complete. 5. PLUMBING FIXTURES AND EQUIPMENT A. PLUMBING FIXTURES Furnish and install commercial grade plumbing fixtures, see the drawings for quantities and descriptions. Provide china fixtures as scheduled by American -Standard or approved equal by Gerber, Kohler, Sloan Valve Co, Toto-Kiki or Zurn. Provide stainless steel sinks as scheduled by Elkay or equal by Just. Provide electric water coolers as scheduled by Elkay or approved equal by Acorn / Aqua, Halsey Taylor or Haws. Provide mop sinks as scheduled by Stern -Williams or equal by Acorn Engineering Co., Fiat or Florestone. Provide emergency equipment as scheduled by Bradley or equal by Chicago, Encon, Guardian, Haws or Speakman. Provide fixtures of same manufacturer where possible. Fixtures shown on the drawings or specified herein shall be furnished and installed, set firm and true, connected to required piping services, thoroughly cleaned, left clean and ready for use. Exposed fittings and piping at the fixtures shall be chrome -plated, and water supply piping shall be valved at each fixture. Vitreous china fixtures shall be of the best grade vitreous ware, without pit holes or blemishes, and the outlines shall be generally true. The engineer reserves the right to reject any pieces which, in his opinion, are faulty. Fixtures set against walls shall have ground backs and shall be caulked with silicone sealant of a matching color. B. PLUMBING FIXTURE TRIM Submit certification that faucets and trim comply with NSF 61 Annex G and / or NSF 372 Fixture trim shall have the manufacturer's name stamped clearly and visibly on each item. Provide faucets as scheduled on drawings by Chicago, Delta -Commercial, Speakmen, T&S Brass or Zurn. Provide single lever handle faucets as scheduled on drawings by Chicago, Delta -Commercial, Kohler or Symmons. Fixture P-traps shall be 17 gauge brass body with cleanout, 17 gauge seamless tubular wall bend with cast brass slip nut, shallow steel flange, all chrome plated by McGuire, Brass Craft, Dearborn Brass, EBC, Proflo, Watts Brass and Tubular or Zurn. Lavatory, sink, and water closet supplies shall be solid brass angle or straight type with full turn brass stem, wheel handle, or loose key types as noted on drawings, shallow steel flange, 3/8 inch copper riser flange, all chrome plated, final connection as required by McGuire, Brass Craft, EBC, Proflo or Zurn. Lavatory drains shall be grid type chrome plated 17 gauge brass open grid with 1-1/4 inch x 6 inch long seamless brass tailpiece and brass locknut with heavy rubber basin washer and fiber friction washer, by McGuire, Brass Craft, Dearborn Brass, EBC, Proflo, Watts Brass and Tubular or Zurn. Sink drains shall be basket type with chrome plated forged brass basket strainer and strainer body with 1-1/2 inch x 4 inch long seamless brass tailpiece and cast brass lock and coupling nuts by McGuire, Brass Craft, Dearborn Brass, EBC, Proflo or Zurn. Provide handicap insulation kits for lavatories and sinks on exposed water and waste pipes and fittings, including offset drain and continuous waste covers where required by Brocar, McGuire, Plumberex "Pro-2000", Proflo, Trap -Wrap or Tru-Bro. Provide Smith, Josam, Wade, Watts, or Zurn chair carriers for mounting wall lavatories as described on the drawings. Securely fasten carriers to floor and test per manufacturer's recommendations prior to installation of partitions. Secure lavatory chair carriers to floor with 1/2 inch anchor bolts. C. WATER HEATER Water heater shall be by A.O. Smith, Bradford -White, Lochinvar, State, Rheem or Ruud with capacity as scheduled on the drawings. Unit shall be electric glass -lined tank type complete with steel jacket, fiberglass insulation, magnesium anode, integral thermostats and controls, and temperature & pressure relief valve. Water heater shall be UL listed and meet ASHRAE 90.1 B standards for thermal efficiency and standby heat loss. Temperature and Pressure Relief Valve: lead free brass body meeting ANSI Z21.22, The temperature shall be normally set to relieve at 210 F and the pressure relief shall beequal to the tank pressure rating . Install line size relief valve discharge line to discharge to an approved receptor with air gap. Vacuum Relief Valve: Lead free brass body meeting ANSI Z21.22 with silicon disc. Valve shall open at 0.5 inches HG vacuum and be rated for 200 psig working pressure and 250 F operating temperature by Apollo #37, Cash ACME #VR801, Watts #N36 or Wilkins #VR-10. Install in cold water supply to each water heater downstream of the shutoff and check valves. Expansion Tank: Expansion tank shall be Amtrol "Therm-X-Trol" as scheduled on the drawings or equal by Armstrong, Bell & Gossett, Proflo, Taco, or Watts. Unit shall be constructed of welded carbon steel listed/ASME labeled for 150 psig working pressure, with a FDA approved butyl rubber diaphragm, taps for pressure gage, air charging fitting, and drain fitting. Support as detailed on the drawings. Charge tank with air pressure equal to the static water pressure. Water Heater Drain Pan: Galvanized steel or aluminum with outside diameter minimum 2" greater than water heater diameter, with 3/4' screwed drain outlet by Holdrite, Killarney Metals, Oatey. Install under water heater on wall or ceiling supports or resting on elevated floor slabs. Install drain pan drain line to discharge to an approved receptor with air gap. 6. ALTERNATES A. DESCRIPTION Refer to the architectural portion of the specification for list of alternates. Applicable sections of the base specifications shall apply to all work required by the alternate unless otherwise specified. Determine whether or not and how each alternate affects work. Include labor, materials, equipment, and transportation services necessary for and incidental to the completion of work under each particular alternate. Furnish separate bid for each alternate applicable to work, stating the amount to be added or deducted from the base bid REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2018 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 13 2018 PERMIT CENTER General Contractor: c ccs rn 0 U 0 N d) a) _cm E ARCHITECTS SkB Architects THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PREUMINARY SUBMITTAL SEAN O. EISLER LICENSE # 47524 IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. Ct UJ W -) J J J < J W C W z W Z0 W c.) I- j co co co co co Project no. 1442.00 Date: 03/12/2018 PLUMBING SPECIFICATIONS BID/PERMIT SET 1 ar 0 a) 2 E v rn ri N co M 0 a a_ a rn 0 Fl: 2 iv c U m m m co 0 to 2 Division 21: AUTOMATIC SPRINKLER SYSTEM 1. GENERAL INSTRUCTIONS A. GENERAL REQUIREMENTS Requirements under Division 01 and the general and supplementary conditions of these specifications shall apply to this section and division. Where the requirements of this section and division exceed those of Division 01, this section and division take precedence. Become thoroughly familiar with all its contents as to requirements that affect this division, section, or both. Work required under this division includes all material, equipment, appliances, transportation, services, and labor required to complete the entire system as required by the drawings and specifications, or reasonably inferred to be necessary to facilitate the function of each system as implied by the design and the equipment specified. The specifications and drawings for the project are complementary, and any portion of work described in one shall be provided as if described in both. In the event of discrepancies, notify the Engineer and request clarification prior to proceeding with the work Involved. Drawings are graphic representations of the work upon which the contract is based. They show the materials and their relationship to one another, including sizes, shapes, locations, and connections. They convey the scope of work, indicating the intended general arrangement of the systems without showing all of the exact details as to elevations, offsets, control lines, and other Installation requirements. Use the drawings as a guide when laying out the work and to verify that materials and equipment will fit into the designated spaces, and which when installed per manufacturers' requirements, will ensure a complete, coordinated, satisfactory, and properly operating system. Refer to Division 22 for additional requirements that apply to this installation that are not written herein. B. DEFINITIONS Division: References contained in this specification follow the numbering system defined in the Construction Specifications Institute (CSI) MasterFormat 2004 Edition. Specification Divisions 01 through 13 provided with this project may reference the CSI MasterFormat 1995 Edition. The corresponding division references between the 2004 Edition and 1995 Edition are as follows: 2004 Edition 1995 Edition 1. Division 21 - Fire Suppression Division 15 2. Division 22 - Plumbing Division 15 3. Division 23 - HVAC Division 15 4. Division 26 - Electrical Division 16 5. Division 27 - Communications Division 16 6. Division 28 - Electronic Safety and Security Division 16 Furnish: "to supply and deliver to the project site, ready for unloading, unpacking, assembly, installation and similar operations." Install: "to perform all operations at the project site including, but not limited to, the actual unloading, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, testing, commissioning, starting up and similar operations, complete, and ready for the intended use." Provide: "to furnish and install, complete and ready for the intended use." Furnished by Owner (or Owner -Furnished) or Furnished by Others: "an item furnished by the Owner or under other divisions or contracts, and installed under the requirements of this division, complete and ready for the intended use, including all items and services incidental to the work necessary for proper installation and operation. Include the installation under the warranty required by this division." Engineer: Where referenced in this division, "Engineer" is the Engineer of Record and the Design Professional for the work under this division, and is a consultant to, and an authorized representative of the Architect, as defined in the General and/or Supplementary Conditions. When used in this division, Engineer means increased involvement by and obligations to the Engineer, in addition to involvement by and obligations to the Architect. AHJ: The local code and/or inspection agency (Authority) Having Jurisdiction over the work. NRTL: Nationally recognized testing laboratory, as defined and listed by OSHA in 29 CFR 1910.7 (e.g., UL, ETL, CSA), and acceptable to the AHJ over this project. Nationally recognized testing laboratories and standards listed are used only to represent the characteristics required and are not intended to restrict the use of other NRTLs that are acceptable to the AHJ and standards that meet the specified criteria. Substitution: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. Substitutions include Value Engineering proposals. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. The terms "approved equal", "equivalent", or "equal" are used synonymously and shall mean "accepted by or acceptable to the Engineer as equivalent to the item or manufacturer specified". The term "approved" shall mean labeled, listed, or both, by an NRTL, and acceptable to the AHJ over this project. C. PREBID SITE VISIT Prior to submitting bid, visit the site of the proposed work and become fully informed as to the conditions under which the work is to be done. Failure to comply with this requirement shall not be considered sufficient justification to request or obtain extra compensation over and above the contract price. D. MANUFACTURERS In other articles where lists of manufacturers are introduced, subject to compliance with requirements, provide products by one of the manufacturers specified. Where a list is provided, manufacturers are listed alphabetically and not in accordance with any ranking orpreference. Where manufacturers are not listed, provide products subject to compliance with requirements from manufacturers that have been actively involved in manufacturing the specified product for no less than 5 years. E. COORDINATION Coordinate the connection of the fire sprinkler alarm devices to the fire alarm system or fire sprinkler monitoring panel as required. Coordinate work with that of other trades so that the various components of the systems are installed at the proper time, will fit the available space, and will allow proper service access to those items requiring maintenance. Components installed without regard to the above shall be relocated at no additional cost to the Owner. F. SUBSTITUTIONS Materials, products, equipment, and systems described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by the proposed substitution. The base bid shall include only the products from manufacturers specifically named in the drawings and specifications. To request a substitution, request the Substitution Request Form from the Architect or Engineer. Complete and send the Substitution Request From for each material, product, equipment, or system that is proposed to be substituted. The burden of proof of the merit of the proposed substitution is upon the proposer. Unless stated otherwise in writing to the Engineer by the Contractor, Contractor warrants to the Engineer, Architect, and Owner the following: 1. Proposed substitution has been fully investigated and determined to meet or exceed the specified Work in all respects unless stated otherwise in the substitution request. 2. Proposed substitution is consistent with the Contract Documents and will produce Indicated results, including functional clearances, maintenance service, and sourcing of replacement parts. 3. Proposed substitution has received necessary approvals of authorities having jurisdiction. 4. Same warranty will be furnished for proposed substitution as for specified Work. 5. If accepted substitution fails to perform as required, Contractor shall replace substitute material or system with that originally specified and bear costs incurred thereby. 6. Coordination, installation and changes in the Work as necessary for accepted substitution will be complete in all respects. No substitutions will be considered unless the Substitution Request Form is completed and attached with the appropriate substitution documentation. No substitution will be considered prior to receipt of bids unless written request for approval to bid has been received by the Engineer at least ten (10) calendar days prior to the date for receipt of bids. If the proposed substitution is approved prior to receipt of bids, such approval will be stated in an addendum Bidders shall not rely upon approvals made in any other way. Verbal approval will not be given. No substitutions will be considered after the contract Is awarded unless specifically provided in the contract documents. G. SUBMITTALS Assemble and submit for review shop drawings, material lists, manufacturer product literature for equipment to be furnished, and items requiring coordination between contractors under this contract. Provide submittals in sufficient detail so as to demonstrate compliance with these Contract Documents and the design concept. Prior to transmitting submittal, verify that the equipment submitted is mutually compatible and suitable for the intended use, will fit the available space, and maintain manufacturer recommended service clearances. If the size of equipment furnished makes necessary any change in location or configuration, submit a shop drawing showing the proposed layout. Transmit submittals as early as required to support the project schedule. Allow for two weeks Engineer review time, plus to/from mailing time via the Architect, plus a duplication of this time for resubmittal if required. Only resubmit those sections requested for resubmittal. Submittals shall contain the project name, applicable specification section, submittal date, equipment identification acronym as used on the drawings, and the Contractor's stamp. The stamp shall certify that the submittal has been checked by the Contractor, complies with the drawings and specifications, and is coordinated with other trades. Manufacturer product literature shall include shop drawings, product data, performance sheets, samples and other submittals required by this division. Highlight, mark, list, or indicate the materials, performance criteria, and accessories that are being proposed. General product catalog data not specifically noted to be part of the specified product will be rejected and returned without review. Shop drawings shall meet the requirements of NFPA 13 for working level drawings and shall include the following: 1. Working plans per NFPA 13, including layout drawings of the complete overhead sprinkler system that indicates the relationship of sprinkler piping and sprinklers to all other overhead items, including ceiling grid and tiles, light fixtures, diffusers, registers, grilles, ductwork, structure, soffits, obstructions, etc. Location of risers, piping, etc., shall be as inconspicuous as possible and shall fulfill all functional requirements. System design capabilities and demand shall also be noted on the drawings. 2. Complete details and sections as required to clearly define and clarify the design, including a materials list describing all proposed materials by manufacturer's name and catalog number. 3. Hydraulic calculations. 4. Product data for all fire sprinkler system components. Clearly indicate components to be used where multiple components appear on the same cut sheet. Where required by the AHJ, Contractor is responsible for obtaining a professional engineer or NICET stamp and signature on their shop drawing submittal. The Engineer is not responsible and will not provide this. Submittals and shop drawings shall not contain the firm name, logo, seal, or signature of the Engineer. They shall not be copies of the work product of the Engineer. If the Contractor desires to use elements of such product, refer to paragraph "Electronic Drawing Files" for procedures to be used. Separate submittals according to individual specification sections. Illegible submittals will be rejected and returned without review. Shop drawings shall be produced using Computer Aided Design. Hand drawn documents will not be reviewed or approved. Catalog data shall be properly bound, identified, indexed and tabbed in a 3-ring binder. Each item or model number shall be clearly marked and accessories indicated. Label the catalog data with the equipment identification acronym or number as used on the drawings and include performance curves, capacities, sizes, weights, materials, finishes, wiring diagrams, electrical requirements and deviations from specified equipment or materials. For equipment with motor starters or VFDs, include short circuit current ratings. Mark out inapplicable items. Shop drawings will be returned without review if the above mentioned requirements are not met. Provide the quantity of submittals required by Division 01. If not indicated and hard -copy sets are provided, submit a minimum of six (6) copies. Refer to Division 01 for acceptance of electronic submittals for this project. For electronic submittals, Contractor shall submit the documents in accordance with the procedures specified in Division 01. Contractor shall notify the Architect and Engineer that the submittals have been posted. If electronic submittal procedures are not defined in Division 01, Contractor shall include the website, user name and password information needed to access the submittals. For submittals sent by e-mail, Contractor shall copy the designated representatives of the Architect and Engineer. Contractor shall allow the Engineer review time as specified above in the construction schedule. Contractor shall submit only the documents required to purchase the materials and/or equipment in the electronic submittal. The checking and subsequent approval of such shop drawings by the Engineer shall not relieve the Contractor from responsibility for errors in dimensions, details, size of members, quantities, omissions of components or fittings; coordination of electrical requirements; or for coordinating items with actual building conditions. Proceed with the procurement and installation of equipment only after receiving approved shop drawings relative to each item. H. ELECTRONIC DRAWINGS In preparation of shop drawings or record drawings, Contractor may, at his option, obtain electronic drawing files in AutoCAD or DXF format on CD-ROM disk, DVD disk, flash drive, or direct download, as desired, from the Engineer for a fee of $200 for a drawing set up to 12 sheets and $15 per sheet for each additional sheet. Contact the Architect for written authorization and Engineer for the necessary release agreement form and to specify shipping method and drawing format. In addition to payment, written authorization from the Architect and release agreement from the Engineer must be received before electronic drawing files will be sent. I. RECORD DRAWINGS (AS -BUILT DRAWINGS) During progress of the work in this division, Contractor shall maintain an accurate record of all changes made during the installation of the system. Upon completion of the work, accurately transfer all record information to three identical sets of the approved shop drawings. Insert one set into each copy of the manual described below. See Division 01 and General Conditions for additional information. J. OPERATION AND MAINTENANCE INSTRUCTIONS During the course of construction, collect and compile a complete brochure of equipment furnished and installed on this project. Include operational and maintenance instructions, manufacturer's catalog sheets, wiring diagrams, parts lists, approved submittals and shop drawings, warranties, and descriptive literature as furnished by the equipment manufacturer. Include an inside cover sheet that lists the project name, date, Owner, Architect, Engineer, General Contractor, Sub -Contractor, and an index of contents. Submit three copies of literature bound in approved binders with index and tabs separating equipment types to the Architect, for Engineer's review, at the termination of the work. Paper clips, staples, rubber bands, loose-leaf binding, and mailing envelopes are not considered approved binders. Final approval of systems installed under this contract shall be withheld until this equipment brochure is received and deemed complete by the Architect and Engineer. Instruct workmen to save required literature shipped with the equipment itself for inclusion in this brochure. Literature shall contain the following items: 1. Identification clearly visible on or through the cover, the name of the project, and description "Fire Sprinkler System Manual". 2. Neatly typed index at front with all emergency information clearly identified. 3. Complete list of all system components with manufacturer's names, catalog numbers, and all data for ordering parts. 4. One copy of the record drawings as described above. 5. All information required to secure emergency repairs or service. 6. Test reports and certificates including "Contractor's Material and Test Certificate(s) for Underground Piping" and "Contractor's Material and Test Certificate(s) for Above Ground Piping" as described in NFPA 13. Refer to Division 01 for acceptance of electronic manuals for this project. For electronic manuals, refer to paragraph "Submittals" for requirements. K. WARRANTIES Warrant each system and each element thereof against all defects due to faulty workmanship, design, or material for a period of 12 months from date of Substantial Completion, unless specific items are noted to carry a longer warranty in the construction documents or manufacturer's standard warranty exceeds 12 months. Remedy all defects, occurring within the warranty period(s), as stated in the General Conditions and Division 01. Warranties shall include labor and material, including travel expenses. Make repairs or replacements without any additional costs to the Owner, and to the satisfaction of the Owner, Architect, and Engineer. Perform the remedial work promptly, upon written notice from the Engineer or Owner. At the time of Substantial Completion, deliver to the Owner all warranties, in writing and properly executed, including term limits for warranties extending beyond the one year period, each warranty instrument being addressed to the Owner and stating the commencement date and term. L. SCOPE Provide a wet -pipe, automatic fire sprinkler system for the building or area of work as shown on the drawings. Contractor shall be approved and state licensed for design and installation of fire protection systems. The work done under this section shall be performed only by a Contractor whose workmen are experienced and regularly engaged in the installation of fire protection systems. Contractor shall be capable of preparing hydraulic calculations and system layouts. System shall, at a minimum, be in accordance with the latest edition of NFPA 13, 24, Underwriters Laboratories (UL), and must be acceptable to the Owner's Insurer, the AHJ, and all applicable local, state and national codes and standards. Where the contract documents exceed the requirements of the referenced codes, standards, etc., the contract documents shall take precedence. Work shall include, but shall not necessarily be limited to the following: 1. Design and installation of a complete wet -pipe, automatic fire sprinkler system for the area of work shown on the drawings or specified herein. 2. Portions of systems subject to freezing or temperatures below 40 degrees F shall be protected against freezing as required by NFPA 13. The Contractor shall be responsible for repairs and all costs incurred from damage caused by freezing of the fire protection system. M. SYSTEM DESIGN Contractor shall verify design criteria and rating hazards with the Owner's Insurer prior to designing the system. Waterflow and pressure test data shall be acquired before system is calculated and be dated not more than 12 months prior to the submittal of sprinkler shop drawings. Arrangements for and cost of flow tests shall be the responsibility of the Contractor. Submit hydraulic calculations and plan, including a supply and demand graph; all hydraulic reference points and area of application shall appear on the plan. Contractor shall verify with AHJ any minimum safety factor requirements. Demand shall not be less than 10 percent below the supply at the demand point. Protect entire building with a wet -type sprinkler system designed in accordance with NFPA 13 unless noted otherwise. Design system for Light Hazard, 0.10 gpm/SF over the hydraulically remote 1500 SF area. Include minimum 100 gpm hose allowance added at the base of riser. The Contractor shall be fully responsible for the hydraulic calculations, the final system design, and the layout of all components of the system as required for approval by the Owner's Insurer and the AHJ. The Contractor shall be fully responsible for coordinating system layout with other contractors. Changes to system design due to lack of coordination shall be paid for by the Contractor. Designs requiring cutting of structural members for passage of sprinkler pipes or hangers shall not be accepted. When design appearance or similar aspects require cutting due to economy, it shall be held to an absolute minimum and done only with the Architect and Structural Engineer's written approval. Any excessive requirements of this type shall be identified during the bid period. Sprinkler spacing shall conform to NFPA 13. Extended coverage sprinklers shall not be used in unfinished (shell) spaces. The hydraulic area of operation shall be increased by 30% without revising the density for areas with sloped ceilings with a pitch exceeding 1 in 6 (16.7% slope) in accordance with NFPA 13. The hydraulic area of operation shall be increased by 30% without revising the density for dry -pipe and double interlock preaction systems in accordance with NFPA 13. The hydraulic area of operation shall not be reduced as allowed by NFPA 13 for areas utilizing quick response sprinklers. 2. MATERIALS AND INSTALLATION A. PRODUCTS All fire protection system components shall be Underwriter's Laboratories listed for their intended use. B. PIPING AND COMPONENTS Sprinkler piping 2-1/2" and larger shall be Schedule 10 or Schedule 40 black steel. Threaded sprinkler piping 2" and smaller shall be Schedule 40 black steel. Roll -grooved sprinkler piping 2" and smaller shall be Schedule 10 or Schedule 40 black steel. Pipes shall have welded, threaded, or mechanically joined fittings, based on the pipe material and size per NFPA 13 requirements. Acceptable alternatives to Schedule 10 and Schedule 40 pipe shall be manufactured to standards recognized by NFPA 13. Pipe shall have a corrosion resistance rating of 1.0 or greater. Crimp -type couplings are not permitted. Threadable thinwall pipe with corrosion resistance rating less than 1.0 is not permitted. All piping on the exterior of the building and/or exposed to the elements shall be externally galvanized. C. SPRINKLERS Sprinklers in areas with gypsum board ceilings and suspended acoustical ceilings shall be. 1. White -plated, recessed type with white escutcheons. Sprinklers in areas with wood and metal ceilings shall be: 1. Black -plated, recessed type with black escutcheons. Sprinklers in areas with exposed piping may be pendent or upright types with rough brass finish. Provide quick response sprinklers in all light hazard areas. Coordinate sprinkler temperature rating near heat -producing sources in accordance with NFPA 3. EXECUTION A. PIPING AND FINISHES Conceal piping in areas having ceilings, other than the underside of the roof deck. Piping in areas without ceilings may be exposed but kept at a minimum distance from the deck. All piping shall be clean and free of rust. Install system such that all piping is rigidly secured and supported. All ductwork, lights, structural members and main runs of piping shall take precedence over sprinkler piping. Cutting of structural members for passage of sprinkler pipes or hangers shall not be permitted. All horizontal piping in ceiling space shall be at an elevation above the top of light fixtures and air outlets to allow for access to light fixtures and air outlets without removing horizontal piping. Route all sprinkler piping and provide all offsets, bends, and elbows around all mechanical, electrical, and structural members as required. Where exposed piping passes through finish work, install chrome plated (or other finish acceptable to the architect) split wall plates or escutcheons to fit snugly around the piping. Provide at each penetration to assure effectiveness of construction as a fire stop where piping is concealed or installed in unfinished areas. All openings for piping shall be anticipated and indicated on the approved shop drawings. Any additional cutting of openings must have the written approval of the Architect. Route piping parallel to major building lines. Coordinate pipe routing near electrical equipment in accordance with NFPA 70. Do not connect more than one sprinkler to a one inch outlet unless hydraulic calculations are included to verify performance. Installation shall allow for suitable drainage of system to meet with the approval of the AHJ. Provide access panels as required. All drain locations requiring access panels shall be approved by the Architect prior to installation. Sprinklers in suspended ceilings shall be not less than 6-inches from the grid in all directions. B. SEISMIC CONTROLS FOR MEPF SYSTEMS Seismic Protection Criteria: Risk/Occupancy Category: IV Site Soil Category: Contractor's Seismic Engineer to Determine. Seismic Design Category: Contractor's Seismic Engineer to Determine. Component Importance Factor: Determined from ASCE 7. The Contractor shall be responsible for determining the requirements for seismic bracing of mechanical, electrical, and plumbing systems. Seismic protection criteria used to determine seismic bracing requirements of all mechanical, electrical and plumbing systems shall be determined by the applicable code adopted in the project jurisdiction. Where not already determined within the contract documents, the Contractor shall be responsible for contracting a licensed professional engineer to establish building site class, seismic design category, seismic zone or any other criteria necessary to determine the requirements for seismic bracing on mechanical, electrical and/or plumbing systems. Seismic bracing of fire protection systems shall be installed in strict accordance with the provisions of NFPA 13. The Contractor shall determine the type and location of seismic bracing required for the mechanical, electrical, and plumbing elements shown on the drawings based on the established seismic criteria, the size and weight of the supported element and the distance from structure of the supported element. The Contractor shall submit the following shop drawing information to the AHJ and the Engineer for review and approval: 1. Seismic analysis listing all applicable seismic design criteria. 2. Descriptive catalog data of seismic bracing materials. 3. Shop drawings showing bracing type and location. 4. Installation details of all bracing used. 5. Calculations showing that the seismic restraints meet the seismic requirements. Shop drawings and calculations shall be signed and sealed by a registered professional engineer, licensed in the state of the project and employed by the manufacturer of the seismic bracing products. Calculations shall Include dead loads, static seismic loads and capacity of materials utilized for connections. Seismic bracing, restraints, isolators, and isolation materials shall be of the same manufacturer and shall be certified by the manufacturer. Approved manufacturers are: Amber/Booth Company, Inc., B-Line/Tolco, Kinetics Noise Control, Inc., Loos & Company, Inc., Mason Industries, Inc., Uni-strut, or Vibro-Acoustics. Each device shall have a pre -approval number from California OSHPD or other recognized government agency showing maximum restraint ratings. Seismic bracing measures to be applied to mechanical, electrical, and plumbing equipment/systems shall be installed in strict accordance with all applicable local, state, and/or federal codes as well as manufacturer's requirements. The most stringent criteria shall apply. All anchor connections to structure for support of mechanical and electrical equipment, regardless of the need for seismic restraints, shall be shown on shop drawings. C. PENETRATIONS Seal all fire protection floor, wall and roof penetrations watertight and weathertight. Caulk around fire protection penetrations with 3M CP-25, or approved equal fire barrier caulk (thickness as required and recommended by manufacturer) to maintain fire resistance rating of fire -rated assemblies. D. TESTING AND ACCEPTANCE Complete the automatic fire sprinkler system, as soon as possible, when building construction allows. Following system installation, Place the system in service. After the system has been placed in service for continuous use, water charges, if any, will be paid by Owner. Upon completion of the systems installation, and prior to acceptance by the Engineer and Owner, the Contractor shall make general operating tests to demonstrate that all equipment and systems are in proper working order, and are functioning in conformance with the intent of the drawings and specifications. Test above ground piping in accordance with NFPA 13. Hydrostatically test all sprinkler piping at a minimum pressure of 200 psi for a minimum 2-hour period of time. Correct any faulty or leaking joints and pipe. The use of any substance or material added to the water to correct leaks shall not be permitted. Caulking of defective joints, cracks or holes shall not be permitted. Repeat tests after defects have been eliminated. Perform all tests in the presence of the AHJ and/or the Owner's authorized representative. Upon completion of each phase of the installation, test each system in conformance with local code requirements. Furnish all labor and equipment required to properly test all sprinkler equipment installed under this contract. Assume all costs involved in making the tests and repair and/or replace all damage resulting therefrom. Notify the Architect and the AHJ three (3) working days prior to making sprinkler system tests. Concealed work shall remain uncovered until the required tests are complete. Portions of the work may be concealed if approved by the AHJ or if necessary due to construction procedure. E. INSTRUCTIONS After completion of all installation, tests, etc., and prior to the final acceptance date, instruct the building Owner and his selected personnel in the operation of the sprinkler system. Include in the training the procedure to conduct quarterly main drain tests as required by NFPA 25. Special care shall be taken to make sure the building personnel will immediately recognize whether the main valve is in an open position, know how to drain the system, and know how to test the system. The building personnel shall also be made familiar with the existence and contents of the System Manual described in the Operation and Maintenance section of this specification. END OF SECTION 21 REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWiLA APR 13 2018 PERMIT CENTER a) 0 to ARCHITECTS a) O) cocci: ac j ><o,a cei Via) �CDM a) ( cD 0 0 COMCNI N CV THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PRELIMINARY SUBMITTAL SEAN 0. EISLER LICENSE # 47524 IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. J LLI UJ J J Q CC Z H W Z V W U I- O co 0 CD CO C CO FiRE SPRINKLER SPECIFICATIONS 1) Y (0 2 E m v U, N co M 0 a rn U 8 m r co m 0 12 2 `_ X N Cl 15C PENETRATIONS SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE PROTECTION PENETRATIONS WITH 3M CP-25, OR APPROVED EQUAL FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE - RATED ASSEMBLIES. 15C TESTING AND ACCEPTANCE CONTRACTOR SHALL COMPLETE THE AUTOMATIC FIRE SPRINKLER SYSTEM, AS SOON AS POSSIBLE, WHEN BUILDING CONSTRUCTION ALLOWS. FOLLOWING SYSTEM INSTALLATION, THE CONTRACTOR SHALL PLACE THE SYSTEM IN SERVICE. AFTER THE SYSTEM HAS BEEN PLACED IN SERVICE FOR CONTINUOUS USE, WATER CHARGES, IF ANY WILL BE PAID BY OWNER. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR SHALL MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT ALL EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. PRIOR TO CONNECTING TO THE OVERHEAD SPRINKLER PIPING, THE UNDERGROUND MAIN SHALL BE FLUSHED THOROUGHLY AND TESTED IN ACCORDANCE WITH NFPA 24. SECURE ALL REQUIRED APPROVALS OF THE FLUSHING OPERATION. ABOVE GROUND PIPING SHALL BE TESTED IN ACCORDANCE WITH NFPA 13. ALL SPRINKLER PIPING SHALL BE HYDROSTATICALLY TESTED AT A MINIMUM PRESSURE OF 200-PSI FOR A MINIMUM 2-HOUR PERIOD OF TIME. CORRECT ANY FAULTY OR LEAKING JOINTS AND PIPE. THE USE OF ANY SUBSTANCE OR MATERIAL ADDED TO THE WATER TO CORRECT LEAKS SHALL NOT BE PERMITTED. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. TESTS SHALL BE REPEATED AFTER DEFECTS HAVE BEEN ELIMINATED. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE AHJ AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS. THE CONTRACTOR SHALL FURNISH ALL LABOR AND EQUIPMENT REQUIRED TO PROPERLY TEST ALL SPRINKLER EQUIPMENT INSTALLED UNDER THIS CONTRACT, AND HE SHALL ASSUME ALL COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING ALL DAMAGE RESULTING THEREFROM. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING SPRINKLER SYSTEM TESTS. CONCEALED WORK SHALL REMAIN UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND IF SATISFACTORY, THE WORK MAY BE CONCEALED. 15C INSTRUCTIONS AFTER COMPLETION OF ALL INSTALLATION, TESTS, ETC., AND PRIOR TO THE FINAL ACCEPTANCE DATE, THE CONTRACTOR SHALL INSTRUCT THE BUILDING OWNER AND HIS SELECTED PERSONNEL IN THE OPERATION OF THE SPRINKLER SYSTEM AND THE PROCEDURE TO CONDUCT QUARTERLY MAIN DRAIN TESTS AS REQUIRED BY NFPA 25. SPECIAL CARE SHALL BE TAKEN TO MAKE SURE THE BUILDING PERSONNEL WILL IMMEDIATELY RECOGNIZE WHETHER THE MAIN VALVE IS IN AN OPEN POSITION, WILL KNOW HOW TO DRAIN THE SYSTEM, AND WILL KNOW HOW TO TEST THE SYSTEM. THE BUILDING PERSONNEL SHALL ALSO BE MADE FAMILIAR WITH THE EXISTENCE AND CONTENTS OF THE SYSTEM MANUAL DESCRIBED IN THIS SPECIFICATION. END OF SECTION 15C FOUR TIGHT TUR NO. 12, 440-LB WIRE BAR JOIST WEB MEMBERS INSULATED METAL ROOF DECK )0000 xx 0�<x \ git,/ 2) #8 X %" SELF TAPPING SCREWS STEEL STRAPS 3" WIDE X 4" LONG X 12 GALVANIZED FOUR TIGHT TURNS NO. 12, 440-LB WIRE ACCEPTABLE CONNECTIONS OF RESTRAINT WIRE TO STEEL FRAMING ROD TIGHT TO PIPE BRANCH LINE PIPE ALL THREAD ROD ADJUSTABLE SWIVEL RING ACCEPTABLE HANGER CONFIGURATION TO RESIST UPWARD MOVEMENT RESTRAIN BRANCH LINES TO SATISFY THE REQUIREMENTS OF NFPA #13 9.3.6 USE NO. 12, 440-LB WIRE INSTALLED AT LEAST 45° FROM THE VERTICAL PLANE AND ANCHORED ON BOTH SIDES OF PIPE. (SEE DETAIL ABOVE FOR ACCEPTABLE CONNECTIONS TO STEEL FRAMING) WIRE USED FOR RESTRAINT SHALL BE LOCATED WITHIN 2 FT. OF A HANGER. THE HANGER CLOSEST TO A WIRE RESTRAINT SHALL BE OF A TYPE THAT RESISTS UPWARD MOVEMENT OF BRANCH LINE. (SEE DETAIL ABOVE FOR ACCEPTABLE HANGER CONFIGURATION TO RESIST UPWARD MOVEMENT OF PIPE) THE END SPRINKLER ON A LINE SHALL BE RESTRAINED AGAINST EXCESSIVE VERTICAL AND LATERAL MOVEMENT. BRANCH LINES SHALL BE RESTRAINED AT INTERVALS NOT EXCEEDING 30 FT. SEISMIC BRACING DETAILS NO SCALE STEEL STRUCTURAL MEMBER STEEL STRAP FOUR TIGHT TURNS NO. 12, 440-LB WIRE h-----___HANGER ASSEMBLY 11 �� I, OUTLET � 1" DROP CEILING CONCEALED SPRINKLER WITH DEFLECTOR IN DROPPED POSITION " ARM OVER L it PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE WHEN ARMOVER LENGTH EXCEEDS 12-INCHES AND SYSTEM STATIC PRESSURE AT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER LENGTH EXCEEDS 24-INCHES AND SYSTEM STATIC PRESSURE AT THE SPRINKLER DOES NOT EXCEED 100 PSI. ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS AND MEET APPLICABLE CODE REQUIREMENTS.' ALL SPRINKLER HEADS IN THE SALES AREA MUST BE RECESSED AND THE COVERS PAINTED TO MATCH THE SURROUNDING AREA. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. COORDINATE FINAL COLOR WITH ARCHITECT PRIOR TO PURCHASE. CONCEALED SPRINKLER NO SCALE FASTENER DETAILS 3 1/4' TOP OF JOIST BRACE PIPE � „ALSWIVEL I STEEL WEB JOIST I �1� SWAY BRACE ADAPTER 1/2' EXPANSION :• .=y • •" .. <. .t' t .• � .., • ' t• 1/2" BOLT � SWIVEL SHIELD OR A •. • ' • BRACE PIPE 112"QUICK BOLT (A) STEEL BAR JOIST (B) CMU WALL 1/2" THRU BOLT (60° MIN) 1/2" EXPANSION SHIELD / QUICK BOLT (45° MIN) 2550 LBS 1782 LBS 11744 LBS MAX) 11744 LBS MAX) FASTENER (B) ONLY ALLOWED ON FOUR WAY BRACE WHERE LOAD IS DISTRIBUTED ACROSS TWO CMU ATTACHMENTS SEISMIC CALCULATIONS BASED ON S-10 MAINS. CONTRACTOR SHALL BE RESPONSIBLE TO REVISE CALCULATIONS AND ADD BRACES AS REQUIRED SHOULD LIGHT WALL PIPING BE USED. CONTRACTOR MUST USE ATTACHMENTS & SWIVELS WITH A LOAD RATING OF AT LEAST 2015 LBS FOR S-10 PIPE. WEAKEST LOADS REDUCED PER NFPA-13 FOR 60 DEG. MIN. ANGLE: (2015 LBS / 1.155) = 1744 LBS MAX LOAD TYPICAL BRACE ARRANGEMENT L \ ` . NOTE: MUST USE RETAINER STRAPS IF TOP BEAM CLAMPS ARE USED FOR HANGER CONNECTION. HANGER O� J� FASTENER -4,-....,...� ,"s 1" SCH-40 PIPE Cuo 7'0" MAX LENGTH (3,061 LBS) � OR „ BRACE 1 1/4" SCH-40 PIPE 1 INCH MINIMUM EXTENDED THROUGH BRACE CONTRACTOR MUST USE ATTACHMENTS & SWIVELS , ATTACHMENT 9'0" MAX LENGTH Y (4,145 LBS) 40S WITH A LOAD RATING OF AT LEAST 2015 LBS FOR S-10 PIPE. TYPICAL BRACE FITTINGS SWIVEL • SWIVEL r�O : SWIVEL BRACE PIPE BRACE PIPE BRACE PIPE \I �, . -.—SWIVEL �� (TYPICAL) ( BRACE `,,,, BRACE .- , ATTACHMENT I 4 ' I ATTACHMENT LATERAL BRACE LONGITUDINAL `4 PIPE CLAMP (TYPICAL) BRACE FOUR WAY BRACE CONTRACTOR MUST USE ATTACHMENTS & SWIVELS WITH A LOAD RATING OF AT LEAST 2015 LBS FOR S-10 PIPE. SEISMIC BRACING DETAILS NO SCALE LREVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 13 2018 PERMIT CENTER ARCHITECTS N Co 0) 5 0) ai) CI) LO ti c cf) 0 O N CL as C/) cow co = too - MU) U COCU N O LL C.) THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PRELIMINARY SUBMITTAL SEAN 0. EISLER LICENSE # 47524 IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. ca 0 U c 0 U) a) L: a) FIRE SPRINKLER SPECIFICATIONS AND DETAILS w N 2 ce LU 0 a m