The URL can be used to link to this page

Home My WebLink AboutPermit PG16-0045 - PEARLE VISION - ELECTRIC HOT WATER HEATER AND DRINKING FOUNTAINPEARLE VISION 17250 SOUTHCENTER PKWY SUITE 128 PG16-0045 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: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT Parcel No: 7888920020 Permit Number: PG16-0045 Address: 17250 SOUTHCENTER PKWY 128 Issue Date: 5/23/2016 Permit Expires On: 12/7/2016 Project Name: PEARLE VISION Owner: 2012 Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE, MN, WA Cities Electrical Code: 98006 Contact Person: 2012 Name: TIM SCHENK Address: 1120 E 80 ST #211, BLOOMINGTON, WA State Energy Code: MN, 55420 Contractor: 2012 Name: LAKEVIEW CONSTRUCTION INC Address: 10505 CORPORATE DR #200, PLEASANT PRAIRIE, WI, 53158 License No: LAKEVC1072KC Lender: Name: Phone: (952) 345-6040 Phone: (414) 657-4222 Expiration Date: 1/13/2017 Address: , , , DESCRIPTION OF WORK: NEW ELECTRIC HOT WATER HEATER, RELOCATE EXISTING HI/LO DRINKING FOUNTAIN. 3 NEW HAND SINKS, 1 NEW EMPLOYEE BREAKROOM SINK Valuation of Work: $15,000.00 Fees Collected: $235.96 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signatu c Date: 6 , (4' � I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to vio to or cancel the provisions of any other state or local laws regulating construction or the performanc rk. I am authorized to sign and obtain this development per nd agre to the c tions attac his permit. Signatur ✓ Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: ***PUBLIC WORKS PERMIT CONDITIONS*** 16: BEFORE PERMIT CAN BE ISSUED THE APPLICANT SHALL SUBMIT King County Non -Residential SEWER USE CERTIFICATION FORM AND LIST ALL THE NEW PLUMBING FIXTURES TO BE INSTALLED. DO NOT LIST FIXTURES TO BE REPLACED IN KIND. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING City of Tukwila • ' Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT Parcel No: 7888920020 Permit Number: PG16-0045 Address: 17100 SOUTHCENTER PKWY 128 Issue Date: 5/23/2016 Permit Expires On: 11/19/2016 Project Name: PEARLE VISION Owner: 2012 National Electrical Code: Name: WIG PROPERTIES LLC -SS 2012 Address: 4811 134TH PL SE, BELLEVUE, MN, International Mechanical Code Edition: 2012 98006 2014 Contact Person: 2012 WA State Energy Code: Name: TIM SCHENK Phone: (952) 345-6040 Address: 1120 E 80 ST #211, BLOOMINGTON, MN, 55420 Contractor: Name: LAKEVIEW CONSTRUCTION INC Phone: (414) 657-4222 Address: 10505 CORPORATE DR #200, PLEASANT PRAIRIE, WI, 53158 License No: LAKEVC1072KC Expiration Date: 1/13/2017 Lender: Name: Address: DESCRIPTION OF WORK: NEW ELECTRIC HOT WATER HEATER, RELOCATE EXISTING HI/LO DRINKING FOUNTAIN. 3 NEW HAND SINKS, 1 NEW EMPLOYEE BREAKROOM SINK Valuation of Work: $15,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $235.96 Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: I A / M Date: J ��' v/ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws re lating constr or r or nce of work. I am authorized to sign and obtain this development pe,. it and agre fe. o the ition ached to this permit. Signatur Date: Prin arae: ,is .0 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: ***PUBLIC WORKS PERMIT CONDITIONS*** 16: BEFORE PERMIT CAN BE ISSUED THE APPLICANT SHALL SUBMIT King County Non -Residential SEWER USE CERTIFICATION FORM AND LIST ALL THE NEW PLUMBING FIXTURES TO BE INSTALLED. DO NOT LIST FIXTURES TO BE REPLACED IN KIND. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWi_ , Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi]aWA.p-ov SITE LOCATION Plumbing/Gas Permit No. i5"Ovys Project No. Date Application Accepted: Date Application Expires: 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: 17100 Southcenter Parkway Tenant Name: Pearle Vision PROPERTY OWNER Name: WIG Properties, LLC Address: 4811 134th. Place S.E. City: Bellevue State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Tim Schenk Address: 1120 E. 80th. Street, Suite 211 City: Bloomington State: MN Zip: 55420 Phone: (952) 345-6040 Fax: (952) 854-4909 Email: tiros@elderjones.com Valuation of Project (contractor's bid price): $ 15,000 King Co Assessor's Tax No.: 7888920020 Suite Number: 128 New Tenant: Floor: 1 ® .....Yes ❑ ..No PLUMBING CONTRACTOR INFORMATION Company Name: T.B.D. Address: City: State: Zip: Phone: Fax: Contr Reg NO.: Exp Date: Tukwila Business License No.: Scope of Work (please provide detailed information): New electric hot water heater, relocate existing Hi / Lo drinking fountain. 3 new hand sinks, 1 new employee breakroom sink Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: M Retail Sales Tukwila Sewer: Tukwila H:lApplications\Fomts-Applications On Line\2011 ApplicationsTlumbing Permit Application Revised 8-9.11.docx Revised: August 2011 Page 1 of 2 bh ' Indicarte type of plumbing fixtures and/or bas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower 2 Dishwasher, domestic with independent drain Shower, single head trap Sinks 4 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections I=5) Fixture Type Qty Bidet Drinking fountain or water 2 cooler (per head) Lavatory Urinal Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (5) mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific as 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Date: 03/28/2016 Print Name: Tim Schenk Day Telephone: (952) 345-6040 Mailing Address: 1120 E. 80th. Street, Suite 211 Bloomington MN 55420 City State Zip HAApplicationsTorms-Applications On Linc\2011 ApplicationsTlumbing Pcrmit Application Reviscd 8.9-1I.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS QUANTITY PermitTRAK PAID $2,444.46 D16-0085 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $2,011.16 DEVELOPMENT $1,915.60 PERMIT FEE R000.322.100.00.00 0.00 $1,911.10 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $95.56 TECHNOLOGY FEE R000.322.900.04.00 0.00 $95.56 M16-0048 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $346.34 MECHANICAL $329.85 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $297.35 TECHNOLOGY FEE $16.49 TECHNOLOGY FEE R000.322.900.04.00 0.00 $16.49 PG16-0045 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $86.96 PLUMBING $77.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PLAN CHECK FEE R000.322.103.00.00 0.00 $45.38 TECHNOLOGY FEE $9.08 TECHNOLOGY FEE R000.322.900.04.00 TOTAL 0.00 $9.08 i .46 Date Paid: Monday, May 23, 2016 Paid By: LAKEVIEW CONSTRUCTION INC Pay Method: CHECK 43516 Printed: Monday, May 23, 2016 7:40 AM 1 of 1 C_'r[`(,:,1 SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $2,037.85 D16-0085 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $1,242.22 DEVELOPMENT $1,242.22 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,242.22 EL16-0275 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $564.17 ELECTRICAL $537.30 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $537.30 TECHNOLOGY FEE $26.87 TECHNOLOGY FEE R000.322.900.04.00 0.00 $26.87 M16-0048 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $82.46 MECHANICAL $82.46 PLAN CHECK FEE R000.322.102.00.00 0.00 $82.46 PG16-0045 Address: 17100 SOUTHCENTER PKWY 128 Apn: 7888920020 $149.00 PLUMBING $149.00 PERMIT FEE R000.322.100.00.00 TOTALPAID :1 • 0.00 $149.00 $2,037.8S Date Paid: Tuesday, March 29, 2016 Paid By: ELDER -JONES Pay Method: CHECK 74015 Printed: Tuesday, March 29, 2016 2:36 PM 1 of 1 RWSY57EM5 SINSPECTION RE Retain a copy with IRVECTION NO. -ORD ---�� permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 '41 Permit Inspection Request Line (206) 438-9350 Proj / Ie1,� /S lO�l Type of Inspection: 1 IAIAt— Address: 1725'o e6jr PZj Date Called: Special Instructions: Date Wanted:,. Requester: Phone No: 0Approved per applicable codes. LJ Corrections required prior to approval. IInspector: /J .A A IDate: -7//q Ila 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 �% ' vD r PECTION 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 ject: C (I jrl V1d h Type of Inspection:: IAV Lky /L °'. ✓�'I ttic Address. Q c Q� , d� f , Date C fly Special Instructions: Date Wanted: ji a.m. p.m. Reques er: Phone No: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I INSPECTION RECORD l Retain a copy with permit �`�� 00 ITS PECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ct: e� [ �'� s r 0 v► Type of Inspection, 6-VVk ect;( wa Address: Date Called: Special Instructions: # Date Wanted: a.m. —�i�'1 % % p.m. /V Requester. —�'� Vk ' �0 Pho a No: ^z -f) T® Inspector: Date: � to REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0045 PROJECT NAME: PEARLE VISION DATE: 04/01/16 SITE ADDRESS: 17100 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Deferred Submittal #_ after Permit Issued DEPARTME NTS: ENTS: A- (- Building Division Fire Prevention ❑ Planning Division ❑ rks Structural ❑ Public WoPermit Coordinator PRELIMINARY REVIEW: DATE: 04/05/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/03/16 Approved ❑ Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: bq:UA,"�r.Tukwilal,�'A.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # Plan Check/Permit Number: ) o ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: t. Project Address: Contact Person:y.v1i �V-0S0 ti Phone Number: Summary of Revision: RECEIVED CITY OF WKWILA JUN 14 2016 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on '- C W:Termit CenterUemplatesTorms\Revision Submittal Form. doc Revised: August 2015 LAKEVIEW CONSTRUCTION INr' Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries LAKEVIEW CONSTRUCTION INC Owner or tradesperson 10505 CORPORATE DR, #200 PLEASANT PRAIRIE, WI 53158 Principals 414-657-4222 MOON, KENT ALAN, PRESIDENT SUNDAY, EUGENE R, PRESIDENT (End: 01/10/2011) Doing business as LAKEVIEW CONSTRUCTION INC Page 1 of 2 Search L&1 I t A -'L Index Flelp My L&I Workplace Rights Trades & Licensing WA UBI No. Business type 601 447 862 Corporation Policy no. Governing persons 5082945285 ADAMSON Received by L&I E 01/11/2016 DEWAYNE EUGENE R SUNDAY; KENT A MOON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. LAKEVC1072KC Effective — expiration 05/03/1993— 01/13/2017 Bond .._........._. TRAVELERS CAS & STY CO OF AMER $12,000.00 Bond account no. 400MJ9662 Received by L&I Effective date 02/17/2006 04/23/2006 Expiration date Until Canceled Insurance ........................... National Fire Ins of Hartford $1,000,000.00 Policy no. 5082945285 Received by L&I Effective date 01/11/2016 01/0112015 Expiration date 01/01/2017 Insurance history https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=601447862&LIC=LAKEVC1072KC&SAW= 5/23/2016 SANITARY PLUMBING FLAN SCALE: 1/4" = 1'-0" PLUM 13I NG 5YM13OL5 (ALL SYMBOLS SHOWN AKC NOT NECE55AKILY USED ON THE DRAWINGS) ELBOW UP QTY. rAN F.U. EACH SAN F.U. TOTAL C.W F.U. EACH WTR. DMD. TOTAL T*P RELIEF VALVE O ELBOW DOWN G.0 2.2 4.4 I WALL CLEANOUT TEE OUTLET UP 0.7 1.4 (E) SERVICE SINK - 55 ® FLOOR CLEANOUT .. TEE OUTLET DOWN 3.0 (E) FLOOR DRAIN - FD 1 2 2.0 p PLUMBING FIXTURES UNION 51NK (5K4 f- 5K7) 4 2.0 8.0 1 2.0 POINT OF NEW CONNECTION —�, BALL VALVE I 1 0.5 TO EXISTING PIPING OR SYSTEM ----- COLD WATER PIPING (CW) Cr— DRAWING NOTE REFERENCE ----� HOT WATER PIPING (HW) WSFU WATER SUPPLY FIXTURE UNITS SANITARY PIPING (SAN) O/H OVERHEAD ------------ SANITARY VENT PIPING (V) DN DOWN I/2" U/G UNDERGROUND El CAP ON END LINE - - - EX EXISTING PLUMIDING CALCULATIONS PLUMBING FIXTURE QTY. rAN F.U. EACH SAN F.U. TOTAL C.W F.U. EACH WTR. DMD. TOTAL (E) W.C. (PRESSURE ASSIST) 2 3.0 G.0 2.2 4.4 (E) LAVATORY - 5K5 2 1.0 2.0 0.7 1.4 (E) SERVICE SINK - 55 1 3.0 3.0 3.0 3.0 (E) FLOOR DRAIN - FD 1 2 2.0 4.0 0.0 0.0 51NK (5K4 f- 5K7) 4 2.0 8.0 1 2.0 8.0 (R) ELECTRIC WATER COOLER (EWC2) I 1 0.5 0.5 1 0.25 0.25 TOTALS 23.5 17.05 SERVICE CONNECTION 51ZE SAN. 4" WATER 1" PLUMBING FIXTURE CONNECTION 5CHEDULE FIXTURE DRAIN HOT COLD VENT SINK (5 K4 SK 2" I/2" I/2" 1 1/2" FLOOR CLEAN OUT CO PIPE SIZE - - - WALL CLEAN OUT WC PIPE 51ZE - - - ELECTRIC WATER HEATER 1 3/4 3/4 - ELECTRIC WATER COOLER EWC 1 112" - 112" 1 112" NOTE:(SKI THRU 4) CONTRACTOR WILL BE REQUIRED TO FURNISH ALL LABOR, PIPING MATERIALS AND APPURTENANCES NECESSARY TO COMPLETE INSTALLATION OF SINKS, FAUCETS AND DRAINS FURNISHED BY TENANT. PLAN NORTH TRUE NORTH KEY NOTES MARK DESCRIPTION FIELD VERIFY EXACT CONDITIONS AND ROUTING OF WORK. CONTACT ENGINEER OR CONNECT TO EXISTING 4" OR LARGER SANITARY AS REQUIRED. FIELD VERIFY EXACT OI SIZE, LOCATION, INVERT ELEVATION AND FLOW DIRECTION OF EXISTING SANITARY EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING PRIOR TO WORK. OEXTEND NEW 2" VENT TO EXISTING VENT MAIN. FIELD VERIFY EXACT SIZE AND CONDITIONS FOR ACCURACY. NO ADDITIONAL_ COMPENSATION SHALL BE ALLOWED LOCATION OF EXISTING VENT MAIN PRIOR TO START OF WORK. IF EXISTING VENT FOR REVISIONS TO THE DESIGN TO CORRECT FOR EXISTING CONDITIONS NOT AS MAIN IS NOT EXISTING, CONTRACTOR SHALL PROVIDE NEW MINIMUM 3" VENT INDICATED ON THE PLANS. THRU ROOF AS REQUIRED. NO rtr�+s shad ba made to the of work rritho)'wZ pdorilding ^e�unpmall of ZO t =I a � _vE:;<cn3 V -Til regLgra a n>rx plata subn tW Wol may U54udo adahmW- plain faView fps. cr T E P17- ? a IRIS- FOR; O;VEI&,hanical EMlectricaf ❑ Plumbing l+d Gas Piping City of Tukwila BI II!_rDWIG DIVISION, RM COPY I? �-it N. IY G1fo' oaf S F!n -ew uiwo ' 'j N Subject to errors and rmi' a' :` �S'ig3?its do 2 c; - c -,,Iv „� ”' ordinance. sr `f BUILDING DIVISCIN RECEIVED APR 0 4 2016 TUKWILA PUBLIC WORKS ftft D PCF PLtANCF j oVeb APR 0 7 2016 k)7 City of Tukwila UILDING OMSION'� l fy C'F STUKWILA �4,Ml 2 9 2016 ;PERMH T CENTER A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTtiCENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active RCV151on Number Revi5ion5: Mark Date 13y Description 0 0 0 0 A 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 xmm.frch.com l; FRCH / A�chitcctul-c, Il�c., P.C. Seal .a111"a_ E�C�iTES Thorson Baker + Associates C 0 N S U L T I N G E N G I N E E R S 3030 West Streetsboro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax ARCHITECTURAL 5YMBOL5: ODOOR NUMBER REVISIONS ROOM NAME ROOM NUMBER X ELEVATION NO. eX DETAIL NO. A-X.X SHEET NO. A-X.X SHEET NO. X SECTION NO. X -X. X ELEVATION NO. A-X.X SHEET NO. SHEET NO. PROJECT TYPE: ❑ NEW CORPORATE RELOCATION ❑ FRANCHISE ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) LAD TYPE: ❑ FULL LAB ❑ NO LAB FINISH LAB 51TE TYPE: ❑ INDOOR LOCATION OUTDOOR LOCATION Pearle 5tandard Version Number: ECC I .0 Pearle Vision Project No. CG427 Architect's Protect No. 032580.000 Title SANITARY PLUMBING PLAN Date : 03.18.16 ISheet Drawn 5y TBA Checked 5y TBA 5tore Number I O CG4271-Of P- GENERAL PLUME31NG NOTES FIELD VERIFY EXACT CONDITIONS AND ROUTING OF WORK. CONTACT ENGINEER OR A. ARCHITECT IMMEDIATELY SHOULD ANY CONFLICT ARISE. EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK. THE G.C. SHALL FIELD VERIFY THE EXISTING B. CONDITIONS FOR ACCURACY. NO ADDITIONAL_ COMPENSATION SHALL BE ALLOWED FOR REVISIONS TO THE DESIGN TO CORRECT FOR EXISTING CONDITIONS NOT AS INDICATED ON THE PLANS. C G.C. TO VERIFY EXISTING CONDITIONS AND COORDINATE CONFLICTS PRIOR TO BIDDING. D ANYTHING NOT NOTED AS EXISTING IS TO BE FURNISHED AND INSTALLED AS PART OF THIS PROJECT. REFER TO DRAWINGS, GENERAL NOTES OF OTHER DISCIPLINES, AND PROJECT E SPECIFICATIONS FOR ADDITIONAL PROJECT INFORMATION AND REQUIREMENTS. NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN THE INFORMATION PRESENTED AND FIELD CONDITIONS. PROVIDE STOP VALVES AT EVERY FIXTURE ON BOTH HOT AND COLD WATER SUPPLY F. LINES. VALVES, ESCUTCHEONS, FITTINGS, ETC. MUST BE CHROME PLATED. WHERE EXPOSED, CHROME PLATED PIPE IS TO BE USED. G ALL SANITARY PIPING INSTALLED UNDERGROUND IS TO BE PITCHED @ 1% SLOPE EXCEPT FOR 2" LINES WHICH SHALL BE PITCHED AT 2% SLOPE. H. ALL OVERHEAD PIPING IS TO BE ROUTED TIGHT TO BUILDING STRUCTURE. 1. BACKFLOW PREVENTER DRAINS TO BE ROUTED TO NEAREST FLOOR DRAIN/MOP SINK. J. PIPING IS NOT PERMITTED IN DEMISING WALLS. CLEAN AND REFURBISH EXISTING PLUMBING FIXTURES TO BE RE -USED. FIELD VERIFY N EXISTING PLUMBING FIXTURES ARE IN PROPER WORKING ORDER. NOTIFY TENANT IMMEDIATELY SHOULD OPERATIONAL CHECK OF FIXTURES REVEAL ANY MAJOR COMPONENT FAILURES. O. DO NOT ROUTE ANY WATER CONVEYING PIPING OVER ELECTRICAL EQUIPMENT. P ALL EXPOSED OR ACCESSIBLE P -TRAPS MUST BE PROVIDED WITH BOTTOM CLEANOUT PLUGS. Q INSULATE EXPOSED P -TRAPS, HOT AND COLD VALVES AND PIPING SERVING HANDICAPPED LAVATORIES. PRIOR TO ANY ISOLATION OF SYSTEMS, SHUTDOWNS OR DEMOLITION THE G.C. R SHALL PROVIDE NECESSARY INVESTIGATION AND NOTIFY THE FACILITIES ENGINEERING/MAINTENANCE PERSONNEL OF WORK TO BE PERFORMED SO AS TO AVOID ANY DETRIMENTAL SHUTDOWN OF SYSTEMS TO ADJACENT SPACES. SPACE ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM. CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 S FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. WIRING SHALL BE LABELED PLENUM RATED TYPE PER NEPA 70. NO PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT MAY BE SUPPORTED T. FROM THE SUSPENDED CEILING SYSTEM, BUT MUST BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. ALL FLOOR DRAI NS/CLEANOUTS ARE TO BE INSTALLED FLUSH WITH THE FINISHED U. FLOOR. G.C. TO X-RAY EXISTING FLOOR TO DETERMINE LOCATIONS OF THE EXISTING UNDER V. FLOOR BUILDING COMPONENTS, PRIOR ANY CORE DRILLING OR PLUMBING ROUGH -IN WORK IS STARTED. RECEIVED APR 0 4 2016 TUKWILA PUBLIC WORKS ftft D PCF PLtANCF j oVeb APR 0 7 2016 k)7 City of Tukwila UILDING OMSION'� l fy C'F STUKWILA �4,Ml 2 9 2016 ;PERMH T CENTER A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTtiCENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active RCV151on Number Revi5ion5: Mark Date 13y Description 0 0 0 0 A 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 xmm.frch.com l; FRCH / A�chitcctul-c, Il�c., P.C. Seal .a111"a_ E�C�iTES Thorson Baker + Associates C 0 N S U L T I N G E N G I N E E R S 3030 West Streetsboro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax ARCHITECTURAL 5YMBOL5: ODOOR NUMBER REVISIONS ROOM NAME ROOM NUMBER X ELEVATION NO. eX DETAIL NO. A-X.X SHEET NO. A-X.X SHEET NO. X SECTION NO. X -X. X ELEVATION NO. A-X.X SHEET NO. SHEET NO. PROJECT TYPE: ❑ NEW CORPORATE RELOCATION ❑ FRANCHISE ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) LAD TYPE: ❑ FULL LAB ❑ NO LAB FINISH LAB 51TE TYPE: ❑ INDOOR LOCATION OUTDOOR LOCATION Pearle 5tandard Version Number: ECC I .0 Pearle Vision Project No. CG427 Architect's Protect No. 032580.000 Title SANITARY PLUMBING PLAN Date : 03.18.16 ISheet Drawn 5y TBA Checked 5y TBA 5tore Number I O CG4271-Of P- E 75 I 0 f In 6� 0 i Qb 0 CV N .; ry q DOMESTIC WATER PLUMBING FLAN SCALE: 114" = P-0" PLUMBING 5YM FBOL5 (ALL SYM15CL5 5t1CWN a.KE NOT NECCS AKILY USED ON THE DRAWINGS) ELBOW OF QTY. rAN F.U. EACH 5AN F U. TOTAL C.W F.U. EACH WTR. DMD. TOTAL T*P RELIEF VALVE O ELBOW DOW14 G.0 2.2 4.4 (E) LAVATORY - 5K5 WALL CLEANOUT TEE OUTLET UP 0.7 1.4 (E) SERVICE SINK - SS 1 3.0 FLOOR CLEANOUT - ism TEE OUTLET DOWN 3.0 (E) FLOOR DRAIN - FD 1 2 2.0 p PLUMBING FIXTURES ---+}�- UNION SINK (5K4 * 5K7) 4 2.0 8.0 2.0 POINT OF NEW CONNECTION 6 BALL VALVE 1 0.5 TO E'CISTING PIPING OR SYSTEM -- - --- COLD WATER PIPING (CW) OI -' DRAWING NOTE REFERENCE -- HOT WATER PIPING (HW) WSFU WATER SUPPLY FIXTURE UNITS SANITARY PIPING (SAN) O/H OVERHEAD ------------ SANITARY VENT PIPING (V) DN DOWN COLD U/G UNDERGROUND 7 CAP ON END LINE 1/2" 1/2" I I/2" EX EXISTING PLUM6ING CALCULATIONS PLUMBING FIXTURE QTY. rAN F.U. EACH 5AN F U. TOTAL C.W F.U. EACH WTR. DMD. TOTAL (E) W.C. (PRESSURE ASSIST) 2 3.0 G.0 2.2 4.4 (E) LAVATORY - 5K5 2 1.0 2.0 0.7 1.4 (E) SERVICE SINK - SS 1 3.0 3.0 3.0 3.0 (E) FLOOR DRAIN - FD 1 2 2.0 4.0 0.0 0.0 SINK (5K4 * 5K7) 4 2.0 8.0 2.0 8.0 (R) ELECTRIC WATER COOLER (EWC2) 1 0.5 0.5 0.25 0.25 TOTALS EXPOSED, CHROME PLATED PIPE IS TO BE USED. 23.5 ALL SANITARY PIPING INSTALLED UNDERGROUND IS TO BE PITCHED @ 1% SLOPE 17.05 5ERVICE CONNECTION 51ZE SAN. 4" WATER 1" PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE DRAIN HOT COLD VENT SINK SK4 SK 2" 1/2" 1/2" I I/2" FLOOR CLEAN OUT CO PIPE SIZE - - - WALL CLEAN OUT WC PIPE SIZE - - - ELECTRIC WATER HEATER WH - 3/4 3/4 - ELECTRIC WATER COOLER EWC 1 1 /2" - I /2" 1 112" NOTE:(5K1 THRU 4) CONTRACTOR WILL BE REQUIRED TO FURNISH ALL LABOR, PIPING MATERIALS AND APPURTENANCES NECESSARY TO COMPLETE INSTALLATION OF SINKS, FAUCETS AND DRAINS FURNISHED BY TENANT. PLAN NORTH TRUE NORTH KEY N OTE5 MARK DESCRIPTION FIELD VERIFY EXACT CONDITIONS AND ROUTING OF WORK. CONTACT ENGINEER OR EXTEND AND CONNECT TO EXISTING DOMESTIC WATER MAIN. FIELD VERIFY EXACT O LOCATION AND SIZE OF EXISTING MAIN AND METERING REQUIREMENTS PRIORTO EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING START OF WCRK. DRAWINGS AND FIELD WORK. THE G.C. SHALL -1ELD VEPJFY THE EXISTING PROVIDE NEW ELECTRIC WATER HEATER WH 1. PROVIDE TEMPERATURE AND OPRESSURE RELIEF VALVE TO DRAIN TO EXISTING SERV!CC SINK SS AND TERMINATE FOR REVISIONS TO THE DESIGN TO CORRECT EOR EXISTING CONDITIONS NOT AS WITH AN AIR GAP PER ALL STATE AND LOCAL CODES. SEE DETAIL G/ P2.0 FOR INDICATED ON THE PLANS. ADDITIONAL INFORMATION. O3 ROUTE 1/2" COLD WATER SUPPLY PIPING OVER TO EYEWASH STATION. BIDDING. NEW HAND SINK. PROVIDE 1/2" COLD AND HOT WATER SUPPLY PIPING WITH A O4 POINT OF USE A55E 1070 THERMOSTATIC MIXING VALVE AND SET AT 110°F. OF THIS PROJECT. PROVIDE ALL HARDWARE AND APPURTENANCES FOP, A COMPLETE INSTALLATiON. O ROUTE 1/2" COLD AND 1/2" HOT WATER SUPPLY PIPING DOWN TO EXISTING UTILITY SPECIFICATIONS FOR ADDITIONAL PROJECT INFORMATION AND REQUIREMENTS. SINK. O ROUTE 1/2" COLD WATER SUPPLY PIPING TO RELOCATED ELECTRIC WATER COOLER. APPROVED APR i 1 City Of Tu l UILDING DIVISION RECEIVED CiTY OF TUKWILA A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date BY Description 0 0 FAI 0 0 Architect/ Engineer 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.fr.h.com FRCH / Architecture, Inc., P.C. Seal s ��Slzj U Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S 3030 West Streets boro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: ( ) DOOR NUMBER REVISIONS v ROOM NAME ROOM NUMBER X ELEVATION NO. e DETAIL NO. 11 A-X.X SHEET NO. A-X.X SHEET NO. X SECTION NO. X -X. X ELEVATION NO. A-X.X SHEET NO. SHEET NO. PROJECT TYPE: ❑ NEW CORPORATE RELOCATION ❑ FRANCHISE ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) LAB TYPE: ❑ FULL LAB ❑ NO LAB FINISH LAB 51TE TYPE: ❑ INDOOR LOCATION OUTDOOR LOCATION Pearle Standard Version Number: ECC I .0 MAR 2 9 20116- Peade Vision Project No. CG427 Architect's Project No. 032580.000 PERMIT CENTER Title DOMESTIC WATER PLUMBING PLAN Date 03. 18. 1 G Sheet Drawn By TBA Checked By TBA Store Number CG4271Of - GENERAL PLUMBING NOTES A FIELD VERIFY EXACT CONDITIONS AND ROUTING OF WORK. CONTACT ENGINEER OR ARC IITECT IMMEDIATELY SHOULD ANY CONFLICT ARISE. EXISTING PLUMBING INFORMATION IS BASED ON LIMITED EXISTING BUILDING DRAWINGS AND FIELD WORK. THE G.C. SHALL -1ELD VEPJFY THE EXISTING B. CONDITIONS FOR ACCURACY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR REVISIONS TO THE DESIGN TO CORRECT EOR EXISTING CONDITIONS NOT AS INDICATED ON THE PLANS. C G.C. TO VERIFY EXISTING CONDITIONS AND COORDINATE CONFLICTS PRIOR TO BIDDING. D ANYTHING NOT NOTED AS EXISTING IS TO BE FURIJISHED AND INSTALLED AS PART OF THIS PROJECT. REFER TO DRAWINGS, GENERAL NOTES OF OTHER DISCIPLINES, AND PROJECT E SPECIFICATIONS FOR ADDITIONAL PROJECT INFORMATION AND REQUIREMENTS. NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN THE INFORMATION PRESENTED AND FIELD CONDITIONS. PROVIDE STOP VALVES AT EVERY FIXTURE ON BOTH HOT AND COLD WATER SUPPLY F. LINES. VALVES, ESCUTCHEONS, FITTINGS, ETC. MUST BE CHROME PLATED. WHERE EXPOSED, CHROME PLATED PIPE IS TO BE USED. G ALL SANITARY PIPING INSTALLED UNDERGROUND IS TO BE PITCHED @ 1% SLOPE EXCEPT FOR 2" LINES WHICH SHALL BE PITCHED AT 2% SLOPE. H. ALL OVERHEAD PIPING IS TO BE ROUTED TIGHT TO BUILDING STRUCTURE. 1. BACKFLOW PKEVENTER DRAINS TO BE ROUTED TO NEAREST FLOOR DRAIN/MOP SINK. J. PIPING IS NOT PERMITTED IN DEMISING WALLS. CLEAN AND REFURBISH EXISTING PLUMBING FIXTURES TO BE PE -USED. FIELD VERJFY N EXISTING PLUMBING FIXTURES ARE IN PROPER WORKING ORDER. NOTIFY TENANT IMMEDIATELY SHOULD OPERATIONAL CHECK OF FIXTURES REVEAL ANY MAJOR COMPONENT FAILURES. O. DO NOT ROUTE ANY WATER CONVEYING PIPING OVER ELECTRICAL EQUIPMENT. P ALL EXPOSED OR ACCESSIBLE P -TRAPS MUST BE PROVIDED WITH BOTTOM CLEANOUT PLUGS. Q INSULATE EXPOSED P -TRAPS, HOT AND COLD VALVES AND PIPING SERVING HANDICAPPED LAVATORIES. PRIOR TO ANY ISOLATION OF SYSTEMS, SHUTDOWNS OR DEMOLITION THE G.C. R SHALL PROVIDE NECESSARY INVESTIGATION AND NOTIFY THE FACILITIES ENGINEERING/MAINTENANCE PERSONNEL OF WORK TO BE PERFORMED SO AS TO AVOID ANY DETRIMENTAL SHUTDOWN OF SYSTEMS TO ADJACENT SPACES. SPACE.ABOVE CEILING IS INDICATED TO BE A RETURN AIR PLENUM. CONSTRUCTION MATERIALS ABOVE CEILING SHALL BE NONCOMBUSTIBLE, OR HAVE A MAXIMUM 25 S FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. WIRING SHALL BE LABELED PLENUM RATED TYPE PER NEPA 70. NO PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT MAY BE SUPPORTED T. FROM THE SUSPENDED CEILING SYSTEM, BUT MUST BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. ALL FLOOR DRAINS/CLEANOUTS ARE TO BE INSTALLED FLUSH WITH THE FINISHED U FLOOR. G.C. TO X-RAY EXISTING FLOOR TO DETERMINE LOCATIONS OF THE EXISTING UNDER V. FLOOR BUILDING COMPONENTS, PRIOR ANY CORE DRILLING OR PLUMBING ROUGH -IN WORK IS STARTED. - APPROVED APR i 1 City Of Tu l UILDING DIVISION RECEIVED CiTY OF TUKWILA A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date BY Description 0 0 FAI 0 0 Architect/ Engineer 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.fr.h.com FRCH / Architecture, Inc., P.C. Seal s ��Slzj U Thorson Baker + Associates C O N S U L T I N G E N G I N E E R S 3030 West Streets boro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: ( ) DOOR NUMBER REVISIONS v ROOM NAME ROOM NUMBER X ELEVATION NO. e DETAIL NO. 11 A-X.X SHEET NO. A-X.X SHEET NO. X SECTION NO. X -X. X ELEVATION NO. A-X.X SHEET NO. SHEET NO. PROJECT TYPE: ❑ NEW CORPORATE RELOCATION ❑ FRANCHISE ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) LAB TYPE: ❑ FULL LAB ❑ NO LAB FINISH LAB 51TE TYPE: ❑ INDOOR LOCATION OUTDOOR LOCATION Pearle Standard Version Number: ECC I .0 MAR 2 9 20116- Peade Vision Project No. CG427 Architect's Project No. 032580.000 PERMIT CENTER Title DOMESTIC WATER PLUMBING PLAN Date 03. 18. 1 G Sheet Drawn By TBA Checked By TBA Store Number CG4271Of - 0 L(i 0 d C) N A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17100 5outhcenter Parkway Tukwila, WA 98 188 5PACE # 128 I Active Revision Number ReVl51on5: Mark Date by Description 0 A A A 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 wwwftc h . co m FRCH / ArchiLr_GLurc, Inc., 1-.C. Seal Git8117 7*3� i Thorson Baker Associates C O N S U L T I N G E N G I N E E R S 3030 West Streetsboro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax ARCHITECTURAL 5YMBOL5: REVISIONS O DOOR NUMBER ROOM NAME ROOM NUMBER X ELEVATION NO. eX DETAIL NO. A-X.X SHEET NO. A-X.X SHEET NO. X%,SECTION NO. X -X. X ELEVATION NO. A-X.X SHEET NO. 5HEET NO. PROJECT TYPE: ❑ NEW CORPORATE RELOCATION ❑ FRANCHISE ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) LAB TYPE: ❑ FULL LAB ❑ NO LAB FINISH LAB 51TE TYPE: ❑ INDOOR LOCATION OUTDOOR LOCATION Pearle Standard Version Number: ECC IGO Pearle Vision Project No. CG427 Architect's Project No. 032580.000 Title PLUMBING LEGEND AND D ETAI L5 Date 03.18.16 Sheet Drawn E y TBA Checked By TBP` 5tore Number F-2.0 CG4271 Of a HANGER ROD LOCKING NUT SUPPORT NUT HOT WATER SUPPLY OUTLET, HW SEE PLANS G}N HEAVY DUTY CLEVIS COLD WATER SUPPLY INLET, HANGER. MATERIAL TO SEE PLANS MATCH PIPE SHUT-OFF VALVES PROVIDE EWH WITH EXPANSION TANK ON UNION OR APPROVED FLEX COLD WATER SUPPLY CONNECTOR, TYPICAL SIDE, AMTROL OR EQUAL PIPE Fr CU!VIS HANGER FULL UNE 51ZE COPPER UNI5TRUT P- I OOOT SINGLE HORIZONTAL RUNS ROUND SECURED RELIEF DRAIN TO HUB I CHANNEL, BOLT TO NO VAPOR BARRIER INSULATION POLISHED BRONZE DRAIN OR MOP SINK -y 2 3/8" DOLTS, URZ WITH U N I N S U LATE D PIPE S U P FO RT DET. 0 0 o MINIMUM 5 CLEANOUT PLUG - SCALE: NONE o00 i r 145 DR-\CKCT, (3) 1/2" HOSE BIB DRAIN BOLTS AND NUTS, VALVE BEYOND TYPICAL OF 2 LOCATIONS HANGER ROD SEALANT CONCRETE SLAB A5ME PRESSURE � TEMP- ERA E 2" X 16 GA. GALVANIZED LOCKING NUT A5J/55L BUTT SUPPORT NUTS - - BRONZE TOP FLUSH WITH FINISHED FLOOR FINISHED FLOOR 5AW-CUT 24" x 24" AREA OF EXISTING SHEET METAL STRAP STRIP (TYPICAL) HEAVY DUTY CI.EV15 FINI5HED FLOOR OR WALK CONCRETE, CENTERED DRAIN HANGER. MATERIAL TO W/ SLOPING SURF. TO DRAIN SANITARY OR 5TORMJ WALL GALVANIZED SHEET METAL OR OTHER COPRO51ON-RESI5TANT MATERIAL CONSTRUCTION WATERTIGHT PAN. MATCH PIPE PIPE FIBERGLASS c v o C i i i i '� • T �� FURNISH WITH SEDIMENT FULL LINE SIZE COPPER INSULATION TRAP —_—_ RELIEF DRAIN TO SUPPORT WATER HEATER ASSEMBLY FROM EXISTING MOP 51NK PER SPECS r• .- �_� PLATFORM. REFERTO ARCHiTEC,URAL STRUCTURE AT "' GRADE AT LOWER DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE WITH GENERAL TRADES CONTRACTOR 180° RIBBED I SGA. SHIELD SIMILAR RIB (TYPICAL) BRASS PLUG IN51DE CAULK UPPER LEVEL TO TENANTS LEVEL TO ANVIL #I G82' 12" 2• AS REQUIRED FITTING OR SANITARY SEWER EXTENSION TO 501L OR WASTE WALL CLEANOUT DETAIL ELECTRIC WATER HEATER DETAIL INSULATED PIPE SUPPORT DET. TYPICAL FLOOR CLEANOUT DET. TYPICAL FLOOR DRAIN DETAIL 7 4 2 SCALE: NONE SCALE: NONE SCALE: NONC SCALE: NONE SCALE: NONE / I / SEE NOTE#2 N. / 211 / 3" \�� /r STAINLESS STEEL CLAMPING RING WATER CUT-OFF MASTIC I" 1-1/2" r /// �� / / I 3" PRE -MOLDED PIPE SEAL SPLICING CEMENT 1/2" \ I/2" 2„ I//TN, / /// I I 1-1/2� ROOFING MEMBRANE LAP5EALANT 3/4" '/ 3/4" IN, INSULATION 3/411 .11/ / % / 311 e \� 3/4" 3" 3" // \` NOTE: DO NOT TRIM DECK FLANGE 3/4" 3" \ / 1/211 FORI REV E CODE Cs PLIAM APPROVED 3" DETAIL NOTES 2016 APR 0 7 I . PRE -MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2 PRE=MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS VERIFY ALL CONDITIONS IN FIELD. OF PIPE DIAMETER. WHEN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED, USE FIELD 3 city of �7 FABRICATED PIPE SEAL. SEE ALTERNATE PIPE FLASHING DETAIL. BUILDING �� .r� r'o c 1'. +`� ;=• — ` � E DEMOLITION 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK 15 COMPLETED. t:;= TUKWILA DISCONNECT AND REMOVE FROM PREMISES, ALL FLANGE SHALL BE SET BY ROOFER. COORDINATE WITH ROOFING 5' EXISTING MECHANICAL EQUIPMENT, DUCT WORK, PLUMBING FIXTURES, PIPING, SYSTEM, ETC., NOT CONTRACTOR. G. VENTS SHALL BE A MINIMUM OF 15'-0" FROM AIR INTAKES. d€ ' 9 2011S BEING REUSED. 7. SEE ARCHITECTURAL ROOF PLANS AND DETAILS FOR MORE INFORMATION. .ERMIT CENTER PIPE THRU ROOF DETAIL NEEDED) WATER 150MFTRIC 0 5ANITARY 150METRIC (IF 9 10 (5 SCALE: NONE SCALE: NONE SCALE: NONE ReVl51on5: Mark Date by Description 0 A A A 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 wwwftc h . co m FRCH / ArchiLr_GLurc, Inc., 1-.C. Seal Git8117 7*3� i Thorson Baker Associates C O N S U L T I N G E N G I N E E R S 3030 West Streetsboro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax ARCHITECTURAL 5YMBOL5: REVISIONS O DOOR NUMBER ROOM NAME ROOM NUMBER X ELEVATION NO. eX DETAIL NO. A-X.X SHEET NO. A-X.X SHEET NO. X%,SECTION NO. X -X. X ELEVATION NO. A-X.X SHEET NO. 5HEET NO. PROJECT TYPE: ❑ NEW CORPORATE RELOCATION ❑ FRANCHISE ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) LAB TYPE: ❑ FULL LAB ❑ NO LAB FINISH LAB 51TE TYPE: ❑ INDOOR LOCATION OUTDOOR LOCATION Pearle Standard Version Number: ECC IGO Pearle Vision Project No. CG427 Architect's Project No. 032580.000 Title PLUMBING LEGEND AND D ETAI L5 Date 03.18.16 Sheet Drawn E y TBA Checked By TBP` 5tore Number F-2.0 CG4271 Of a E 1 0 15: <V " N 3 2 0 s n m U s 0 N O U .o a CV ry r MECHANICAL 5PECIffICATION5 DIV15ION 1 5 - MECHANICAL I. GENERAL PROVISIONS A. GENERAL CONDITIONS, CODES * STANDARDS 1 . GENERAL CONDITIONS OF THE CONTRACT FOUND IN THE ARCHITECTURAL DRAWINGS, GENERAL AND SPECIAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) (N5PE)(NEC) AND ANY OF THE TENANT'S GENERAL REQUIREMENTS SHALL APPLY UNLESS NOTED OTHERWISE. 2. REFER TO THE GENERAL.CONDITION5 ON THE ARCHITECTURAL DOCUMENTS AND THE GENERAL AND SPECIAL CONDITIONS OF THE AIA FOR ADDITIONAL REQUIREMENTS REGARDING; SAFETY, COORDINATION COOPERATION, WORKMANSHIP, PROTECTION, CUTTING AND PATCHING, DAMAGE TO OTHER WORK, PRELIMINARY OPERATIONS, STORAGE, ADJUSTMENTS, CLEANING, ETC. 3. ALL WORK SHALL BE IN CONFORMANCE WITH ALL LOCALLY ENFORCED, FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING ANY SPECIAL THE TENANT REQUIREMENTS IN ADDITION TO THOSE SPECIFIED. 4. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY LICENSES PERMITS AND INSPECTIONS UI D TOP E WIT E W . REQ RE ROCS D H TH ORK THIS SHALL INCLUDE ALL REQUIRED COORDINATION WITH THE LOCAL UTILITY COMPANIES AND THEIR ASSOCIATED FEES OR COSTS. B. SCOPE OF WORK 1 . THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLING, CONNECTING, AND OPERATION OF ALL EQUIPMENT WHICH I5 A PART OF THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY SIMILAR INSTALLATIONS. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK AND WHICH IS USUALLY INCLUDED IN WORK OF A SIMILAR CHARACTER SHALL BE FURNISHED AND INSTALLED UNDERTHI5 CONTRACT AT NO ADDITIONAL COST TO THE TENANT. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO PROVIDE THE TENANT A COMPLETE, CODE APPROVED AND OPERATIONAL MECHANICAL SYSTEMS. 2. CAREFULLY READ SPECIFICATION FOR ALL PARTS OF THE WORK SO AS TO BECOME FAMILIAR WITH ALL TRADES' WQRK SCOPE. CONSULT WITH OTHER TRADES TO INSURE PROPER LOCATIONS AND AVOID INTERFERENCES. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT BEFORE WORK I5 COMMENCED. 3. CONTRACTORS SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS, NOTE THE EXISTING CONDITIONS AND OTHER WORK THAT WILL BE REQUIRED, AND THE NATURE OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF THIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. 4. ALL EXISTING UTILITY AND MECHANICAL SERVICES SHALL BE FIELD VERIFIED. CORRECTIONS TO THE DESIGN AND INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST TO THE TENANT. 5. THIS CONTRACTOR IS RESPONSIBLE TO COORDINATE THE OPENINGS WITH THE GENERAL TRADES CONTRACTOR. THE FINAL LOCATIONS AND SIZES OF ALL DUCT AND LOUVER OPENINGS SHALL BE PROVIDED BY THIS CONTRACTOR. G. THIS CONTRACT SHALL ALSO INCLUDE ALL LABOR, MATERIALS AND MISCELLANEOUS EXPENSES REQUIRED FOR ALL REQUIRED MECHANICAL DEMOLITION OF THE EXISTING ARI=AS BEING RENOVATED. a. THE DEMOLITION SHALL CONSIST OF THE COMPLETE REMOVAL (PROPERLY DISPOSED OFF SITE UNLESS OTHERWISE NOTED) OF ALL PLUMBING AND HVAC EQUIPMENT, PIPING, DUCTWORK, MATERIALS, ETC. NOT REQUIRED IN THE FINAL DESIGN AND INSTALLATION OF THE PLUMBING AND HVAC SYSTEMS FOR THE NEW RENOVATED AREAS. b. ALL UNDERGROUND SERVICES NOT BEING REUSED SHALL BE CAPPED BELOW THE FLOOR. c. ALL ABOVE GROUND SERVICES SHALL BE REMOVED BACKTO THEIR RESPECTIVE MAIN AND CAPPED OR IF THE MAIN I5 NOT REQUIRED, THE MAIN SHALL BE REMOVED IN IT'S ENTIRETY. d. COORDINATE ALL DEMOLITION WITH THE ARCHITECTURAL DOCUMENTS AND THE ARCHITECT AND THE TENANT'S GENERAL REQUIREMENTS. 7. ALL WORK INCLUDING, BUT NOT LIMITED TO PARTS, MATERIAL, EQUIPMENT AND LABOR SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE BY THE ENGINEER AND TENANT. WHERE AN EQUIPMENT MANUFACTURER HAS A WARRANTY THAT EXCEEDS ONE YEAR, THAT WARRANTY PERIOD SHALL APPLY TO THI5 PROJECT. C. DOCUMENTS I . THE DRAWINGS ARE DIAGRAMMATIC, ALL WORK SHALL BE PERFORMED AS INDICATED ON THE DRAWINGS UNLESS EXISTING CONDITIONS OR COORDINATION ISSUES REQUIRE CHANGES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE TENANT. 2. ANY INCIDENTAL ITEMS OR LABOR, ETC. NOT INCLUDED IN THE SPECIFICATIONS OR THE DRAWINGS BUT REASONABLY IMPLIED AS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL APPARATUS SHALL BE INCLUDING IN BID. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED EVEN THOUGH NOT MENTIONED IN BOTH. 4. IF ERRORS ARE FOUND IN THE DRAWINGS OR SPECIFICATIONS OR DISCREPANCIES OCCUR BETWEEN THE SAME, OR BETWEEN THE FIGURES ON THE DRAWINGS, AND THE SCALE OF SAME OR BETWEEN 'THE LARGER AND SMALLER DRAWINGS, OR IN THE DESCRIPTIVE MATTER ON THE DRAWINGS SHALL BE REFERRED TO THE TENANT FOR REVIEW AND FINAL DECISION PRIORTO THE BID DUE DATE. 5. THE BIDDING OF THIS WORK WILL CONTEMPLATE THE USE OF EQUIPMENT AND MATERIALS EXACTLY A5 SPECIFIED HEREIN. WHERE MORE THAN ONE MANUFACTURER IS MENTIONED ANY ONE MAY BE UTILIZED. SUBSTITUTE MANUFACTURERS MAY BE OFFERED ONLY AS AN ALTERNATE TO THE SPECIFIED EQUIPMENT AND MATERIAL. a. SUBSTITUTIONS (1) THE MANUFACTURERS AND MODEL NUMBERS INDICATED IN THE CONTRACT DOCUMENTS ARE FOR THE PURPOSE OF DESCRIPTION AND TO ESTABLISH A BASE LEVEL OF QUALITY. THE CONTRACTOR'S BID WILL CONTEMPLATE THE USE OF THE EQUIPMENT AND MATERIALS EXACTLY AS INDICATED. (2) THE CONTRACTOR SHALL SUBMI-F FOR APPROVAL, WITH HIS BID QUOTATION, A LIST OF ANY PROPOSED 5UB5TITUT!ON5 OF MATERIALS AND EQUIPMENT FOR THOSE ON WHICH THE ORIGINAL DESIGN WAS BASED. A. FULL DESCRIPTION OF ALL PROPOSED SUBSTITUTED ITEMS, THE CHANGE TO THEIR BID PRICE OR OTHER REASONS FOR SUCH SUBSTITUTIONS SHALL ACCOMPANY THE BID. ALL ACCESSORIES, FEATURES, ETC., SUPPLIED WITH THE SUBSTITUTED MANUFACTURER'S PRODUCT SHALL AL50 BE INCLUDED IN THE BID. (3) IF THE CONTRACTOR DOES NOT SUBMIT PROPOSED SUBSTITUTIONS WITH THEIR BID THE TENANT SHALL CONSIDER THE BIDDER TO BE PROPOSING THE MANUFACTURERS AND MODEL NUMBERS SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. (4) SUBSTITUTIONS AFTER CONTRACT AWARD SHALL NOT BE PERMITTED. G. MISCELLANEOUS ITEMS NECESSARY TO COMPLETE THE SYSTEMS CAN BE OF ANY RECOGNIZED MANUFACTURE PROVIDED THESE ITEMS MEET MINIMUM STANDARDS AS SET IN THESE SPECIFICATIONS. REFERTO EACH SECTION FOR ANY SPECIFIC REQUIREMENTS. D. COORDINATION I . CONTRACTOR SHALL INCLUDE A VISIT TO THE JOB SITE AND TAKE INTO CONSIDERATION MECHANICAL, ELECTRICAL AND GENERAL TRADE WORK CURRENTLY EXISTING AND WORK WHICH MAY BE INSTALLED PRIOR TO CONTRACT AWARD. RELOCATION OF DUCTWORK, PIPING AND EQUIPMENT, AS REQUIRED, TO AVOID THI5 WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE TENANT. 2. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING SITE BEFORE STARTING ANY FABRICATION OR DOING ANY WORK IN THE FIELD AND SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER MEASUREMENTS OF HIS WORK ALONG WITH RESOLUTIONS FOR ANY CONFLICT OF SPACE WITH OTHER TRADES. 3. WHERE THE WORK OF TWO OR MORE TRADES INTERFERE WITH EACH OTHER AND A DEVIATION FROM DESIGN IS NECESSARY, NEITHER WORK SHALL PROCEED UNTIL THE TENANT HAS BEEN NOTIFIED OF THE CONFLICT AND THEY HAVE RENDERED A DECISION AS TO WHAT CHANGES SHOULD BE MADE. 4. CONTRACTOR SHALL LOCATE, IDENTIFY AND PROTECT ANY EXISTING SERVICES WHICH ARE REQUIRED TO BE MAINTAINED OPERATIONAL AND SHALL EXERCISE EXTRA CAUTION IN THE PERFORMANCE OF ALL WORK TO AVOID DISTURBING SUCH FACILITIES. ALL COSTS FOR REPAIR OF DAMAGES TO SUCH SERVICES SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. 5. IT I5 ESSENTIAL THAT ALL WORK AT THE PROJECT BE DONE AS SUCH TIME AND IN SUCH MANNER AS NOT TO INTERFERE WITH THE NORMAL OPERATIONS OF THE FACILITY. A WORK SCHEDULE SHALL BE ARRANGED WITH THE TENANT TO FACILITATE WORK WITH A MINIMUM OF INTERFERENCE WITH THE TENANTS OPERATIONS. G. AREAS TO BE USED FOR STORAGE SHALL BE ONLY AS DIRECTED BY THE TENANT. ALL STORED MATERIAL SHALL BE RELOCATED OR REMOVED FROM THE 51TE AS DIRECTED BY THE TENANT. 7. DAILY, AND AT THE COMPLETION OF THE WORK, EACH CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS AND DEBRIS CAUSED BY HIS WORK. UPON COMPLETION OF EACH CONTRACTORS WORK, CONDITIONS OF THE 5PACE(S) SHALL BE THE SAME AS FOUND PRIOR TO COMMENCEMENT OF THE WORK. FAILURE TO DO SO MAY RESULT IN THE TENANT'S EMPLOYMENT OF A SEPARATE SERVICE TO OBTAIN THIS CONDITION AND REDUCING THE FACTORS CONTRACT AMOUNT BY THE C05T OF SUCH A SERVICE. 8. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO OTHER WORK CAUSED BY HIS WORK OR THROUGH THE NEGLECT OF HIS, OR HIS SUB -TRADE'S PERSONNEL. ALL PATCHING, REPAIRING, REPLACEMENT AND PAINTING, ETC. SHALL BE DONE AS DIRECTED BY THE TENANT BY THE CRAFTSMEN OF THE TRADES INVOLVED. THE COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR CAUSING THE DAMAGE. E. METHODS I . EXCAVATIONS SHALL BE MADE IN OPEN TRENCHES. FLOORS SHALL BE SAW CUT. PIPING SHALL BE LAID ON AN APPROPRIATELY GRADED G" BED OF CLEAN AND DRY SAND. ENGINEERED FILL SHALL BE USED TO BACKFILL TO G" ABOVE THE PIPING. BACKFILL THE REMAINDER OF THE TRENCH UTILIZING THE EXCAVATED MATERIAL IF APPROVED BY THE ARCHITECT OR THE TENANT. IF THE EXCAVATED MATERIALS ARE NOT ACCEPTABLE, ENGINEERED FILL ACCEPTABLE TO THE ARCHITECT SHALL BE UTILIZED TO BACKFILL THE REMAINDER OF THE TRENCH. BACKFILL SHALL BE ACCOMPLISHED IN 9" LIFTS WITH ALL LIFTS COMPACTED TO 95% PROCTOR. PATCH FLOORTO MATCH EXISTING. 2. EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL NOT BE SUPPORTED FROM ANY CEILINGS, OTHER PIPING, CONDUIT OR DUCTWORK, ROOF DECK, OR J015T BRIDGING. ITEMS SHALL BE SUPPORTED FROM ACCEPTABLE STRUCTURAL BUILDING COMPONENTS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. ALL ROOF PENETRATIONS, FLASHINGS AND COUNTER FLASHINGS SHALL BE PERFORMED BY THE TENANTS ROOFING CONTRACTOR AT THE REQUESTING CONTRACTORS COST. REQUESTING CONTRACTORS COST. II. INSULATION A. GENERAL I. INSTALLATION SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 2. CLEAN AND DRY SURFACES PRIOR TO INSULATING. 3. EXTEND INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, HANGERS AND SIMILAR PENETRATIONS. 4. INSULATION JACKET AND FITTING COVER MUST BE PLENUM RATED. 5. IT I5 ESSENTIAL THAT THE INTEGRITY OF THE VAPOR -BARRIER BE MAINTAINED. SEAL ALL PENETRATIONS OF THE VAPOR BARRIER BY STAPLES, HANGERS OR WHERE OTHERWISE DAMAGED. G. MAINTAIN ACCESS TO BALANCING DAMPERS AND VALVES. 7. INSULATION SHALL BE BY OWEN5-CORNING, KNAUF, OR MANVILLE. B. HVAC I . INTERNALLY INSULATE WITH I INCH THICK, I - 1/2# DENSITY ACOUSTICAL INSULATION (AIR SIDE BLACK COATED TO MEET NFPA) ALL DUCTWORK NOTED AS REQUIRING SUCH. INTERNAL INSULATION SHALL BE INSTALLED PER THE REQUIREMENTS OF THE 5MACNA GUIDE AND THE MANUFACTURERS RECOMMENDATIONS. DUCT SIZES NOTED ON DRAWING ARE SHEET METAL DIMENSIONS. 2. ALL SUPPLY AND OUTSIDE AIR DUCTWORK SHALL BE WRAPPED WITH I -1 /2 INCH OF 0.75 LB/CU.FT. FIBERGLASS, FOIL BACKED DUCT WRAPPING. C. PLUMBING I . ALL ABOVE GROUND PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION WITH AN ALL SERVICE JACKET AND SELF SEALING LAP (A5J/SSL). a. DOMESTIC HOT AND COLD WATER PIPING UP TO 3/4 INCH DIAMETER - 1/2 INCH THICK. 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE -MOLDED FIBERGLASS FITTINGS AND COVERED WITH A PRE -FORMED PVC FITTING COVER. III. SPRINKLER A. GENERAL I . THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF NFPA 1 3, THE BUILDING TENANT'S INSURANCE COMPANY, THE LOCALLY ENFORCED BUILDING CODE, LOCAL BUILDING AND FIRE OFFICIALS AND ALL OTHER LOCAL AUTHORITIES HAVING JURISDICTION. 2. ALL WORK SHALL BE PERFORMED BY A LANDLORD APPROVED, STATE LICENSED SPRINKLER CONTRACTOR. 3. THIS WORK SHALL INCLUDE ALL PIPING, FITTINGS, HANGERS, EQUIPMENT, ETC., REQUIRED TO COMPLETE THE WORK. 4. SPRINKLER HEADS ARE TO BE CENTERED IN LAY -IN CEILING TILES. HEADS ARE TO BE SPACED SYMMETRICALLY WITH LIGHTING AND OTHER CEILING FIXTURES WHEN INSTALLED IN DRYWALL CEILINGS. 5. DETERMINE VOLUME AND PRESSURE OF INCOMING WATER5UPPLY FROM WATER FLOW TEST DATA. REVISE DE51GN WHEN TEST DATA BECOMES AVAILABLE PRIORTO SUBMITTALS. G. SUBMITTALS a. SHOP DRAWINGS: (1) PREPARE AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE MECHANICAL GENERAL PROVISIONS. (2) SHOW PLANS, CROSS SECTION, ELEVATIONS, DETAILS AND JOB CONDITIONS, RELATIONSHIP TO OTHER WORK. PIPE SIZES, ELEVATIONS ABOVE FLOOR, HEAD LOCATIONS, INSPECTORS TEST CONNECTION, SPRINKLER ENTRANCE, VALVES, ALARMS, BACKFLOW PREVENTER, FLOW SWITCH AND SUPERVISORY DEVICES. (3) SUBMIT DATA ON THE FOLLOWING ITEMS: (a) PIPING AND COUPLINGS. (b) WET ALARM VALVE. (c) BACKFLOW PREVENTER. (d) VALVES AND SUPERVISORY DEVICES. (e) SPRINKLER HEADS AND ESCUTCHEON PLATES. (f) SUPPORTS, HANGERS AND ACCESSORIES. (g) SEISMIC CALCULATIONS (4) SUBMIT AND RECEIVE APPROVAL FROM THE AUTHORITY HAVING JURISDICTION PRIOR TO SUBMITTAL. (5) ONCE THE AUTHORITY HAVING JURISDICTION HAS APPROVED SHOP DRAWINGS, THE SUBCONTRACTOR SHALL SEND EIGHT SETS OF APPROVED STAMPED PLANS AND EQUIPMENT CUTS TO THE ARCH ITECT FOR APPROVAL. (G) PLANS SUBMITTED WITHOUT ALL HYDRAULIC CALCULATIONS WILL BE RETURNED "REJECTED". PROVIDE INDEPENDENT HYDRAULIC CALCULATION SHEETS. (7) ALL SPRINKLER PLANS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL FIRE PROTECTION ENGINEER LICENSED WITH THE STATE WHERE THE STORE IS LOCATED. (8) AT THE COMPLETION OF THE PROJECT, PROVIDE TENANT WITH OPERATION AND MAINTENANCE MANUALS INCLUDING "A5 -BUILT" RECORD DRAWINGS, SPECIFICATIONS AND APPROVED PLANS. B. CRITERIA 1 . CONTRACTOR SHALL VERIFY WITH THE LANDLORD'S REPRESENTATIVE FOR ANY ADDITIONAL CRITERIA (PIPE SIZING; PIPE SCHEDULE OR HYDRAULIC). 2. DE51GN AND INSTALL THE SPRINKLER SYSTEM AND PIPING TO CONFORM WITH NFPA 13, ORDINARY HAZARD DE51GN WITH A MAXIMUM SPACING OF 130 SQUARE FEET PER SPRINKLER HEAD IN SALES AREAS AND 100 SQUARE FEET PER HEAD IN STOCK AREAS. 3. THE FROJECT AREA CURRENTLY HAS AN EXISTING SPRINKLER SYSTEM INSTALLED WITH FLUSH SPRINKLER HEADS INSTALLED ON A STANDARD GRID PATTERN. CONTRACTOR SHALL DE51GN AND MODIFY THE EXISTING SPRINKLER SYSTEM PIPING AND HEADS. THI5 WORK SHALL INCLUDE THE RAISING OF ANY EXISTING SPRINKLER PIPING WHICH INTERFERES WITH DE51GNED CEILING ELEVATIONS. SEE ARCH. DRAWINGS FOR CEILING ELEVATIONS. PROVIDE ANY AUXILIARY DRAIN PIPING REQUIRED FOR ANY TRAPPED SPRINKLER PIPING. 4. SEE ARCH. DRAWINGS FOR CEILING ELEVATION5. C. COMPONENTS I . PROVIDE A WATTS REGULATOR NO. (007 -LF 3/4 TO 2.5" 009 2" TO I 0") DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTER IN THE PIPING TO THE SPRINKLER HEADS IMMEDIATELY FOLLOWING THE CONNECTION TO THE DOMESTIC WATER SYSTEM. 2. FIRE DEPARTMENT CONNECTION: POTTER-ROEMER OR EQUAL SERIES 5020, 4 x 2%2 x 2%2, WITH ALL STANDARD FEATURES, "AUTO. 5PKR." LETTERING, AND THREAD TO MATCH LOCAL FIRE DEPARTMENT REQUIREMENTS. - FLUSH MOUNTED FIRE DEPARTMENT INLET CONNECTION WITH WALL PLATE WITH "AUTOMATIC SPRINKLER' IDENTIFICATION, ALL BRASS CONSTRUCTION AND POLISHED BRASS FINISH. CONTACT THE FIRE DEPARTMENT TO VERIFY FIRE DEPARTMENT CONNECTION TYPE AND TREAD PATTERN TO MATCH THAT OF THE FIRE DEPARTMENT EQUIPMENT. PROVIDE 4" UL LISTED CHECK VALVE WITH BALL DRIP PIPED TO DRAIN. D. SUPERVISION: I. THE RISER CONTROL VALVE AND ALL ZONE VALVES SHALL HAVE ELECTRIC SUPER VISION TO SIGNAL THE BUILDING FIRE ALARM SYSTEM. TAMPER SWITCHES PROVIDED BY SPRINKLER SUBCONTRACTOR AND WIRED BY THE ELECTRICAL SUBCONTRACTOR. 2. MECHANICAL: ALL OTHER VALVES SHALL BE PADLOCKED IN STANDARD OPERATING POSITION, WITH 2 KEYS PER PADLOCK AND ALL PADLOCKS SHALL BE KEYED THE SAME. CHAIN AND PADLOCK ALL VALVES OVER 2" SIZE. E. PIPING 1 . PIPING SHALL BE BLACK STEEL PIPE PER NFPA 13. 2. PIPE HANGERS FOR THE SPRINKLER SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP (DEPENDING ON STRUCTURE). ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM OF I O' CENTERS. F. SPRINKLER HEADS I. SPRINKLER HEADS IN AREAS WITH CEILINGS SHALL BE CENTRAL SPRINKLER CORP, DIVISION OF TYCO. SERIES TY -L, %2" ORIFICE, RECESSED, POLISHED CHROME PENDANT AUTOMATIC SPRINKLER HEAD WITH TWO PIECE FACTORY WHITE METAL ESCUTCHEON. 2. SPRINKLER HEADS IN AREAS WITH DRYWALL CEILINGS SHALL BE CENTRAL SPRINKLER CORP, DIVISION OF TYCO. ROYAL FLUSH II SERIES RFII, I G5 F, WITH A WHITE CEILING PLATE. 3. SPRINKLER HEADS IN AREAS WITH EXPOSED STRUCTURE SHALL BE BRASS UPRIGHT CENTRAL SPRINKLER CORP. DIVISION OF TYCO SERIES TY -L, %2" ORIFICE, I G5 F. IV. PLUMBING A. GENERAL I. THE ENTIRE PLUMBING INSTALLATION, MATERIALS, EQUIPMENT, ETC. SHALL CONFORM TO THE REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE, THE PLUMBING CODE, THE AMERICAN DISABILITIES ACT GUIDELINES, AN51 A 117. I REQUIREMENTS FOR THE PHYSICALLY CHALLENGED AND THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFA5). CONTRACTOR TO VERIFY ALL PLUMBING ROUGH IN DIMENSIONS MEET THE ABOVE NOTED REQUIREMENTS. VERIFY FINAL ROUGH IN WITH ARCHITECT PRIOR TO BACKFILLING OR WALL INSTALLATION. 2. TEST ALL SEWER AND WATER PIPING IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 3. FURNISH ACCESS DOORS FOR WALL CLEAN OUTS AND VALVES IN WALLS. 4. ALL FIXTURES AND EQUIPMENT NOT SPECIFIED HERE -IN ARE BEING PROVIDED BY OTHERS. THI5 CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGHING IN ALL SERVICES FOR ALL EQUIPMENT WHETHER PROVIDED BY THIS CONTRACTOR OR OTHERS. CONTRACTOR SHALL COORDINATE HIS INSTALLATION WITH THE APPROPRIATE EQUIPMENT SUPPLIER FOR PROPER ROUGH IN INFORMATION AND SHALL REVISE THE DE51GN AS REQUIRED TO MATCH THE EQUIPMENT BEING SUPPLIED. THI5 CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS INCLUDING BUT NOT LIMITED TO; ALL WATER OR NATURAL GAS CONNECTIONS FROM APPROPRIATE STOP OR VALVE, ALL DIRECT SANITARY CONNECTIONS, ALL INDIRECT WASTE CONNECTIONS TO FLOOR DRAINS OR SINKS FROM SINKS OR EQUIPMENT, COOLER AND FREEZER COIL CONDENSATE DRAIN PIPING, ETC. 5. FIRE STOPPING - REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPE AND UL CONSTRUCTION DESIGN NUMBER. FOR RATED MASONRY WALL AND FLOOR ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER C -AJ -1 175. FOR RATED GYPSUM BOARD ASSEMBLIES, PROVIDE A UL APPROVED THROUGH -PENETRATION FIRE STOP SYSTEM NUMBER W -L-1003. B. PIPING 1 . PIPE HANGERS FOR THE PLUMBING SYSTEM SHALL BE ADJUSTABLE CLEVIS HANGERS WITH APPROPRIATE CLAMP. ALL PIPING SHALL BE SUPPORTED ON A MAXIMUM SPACING OF: a. G' CENTERS FOR PIPING 3/4" AND SMALLER. b. 8' CENTERS FOR I " PIPING. c. I O' CENTERS FOR PIPING LARGER THAN I ". d. PIPING ABOVE THE ROOF SHALL BE SUPPORTED PER THE DETAIL ON THE DRAWINGS. e. PIPE HANGERS FOR INSULATED PIPING SYSTEMS SHALL BE 51ZED FOR THE GROSS OUTSIDE DIMENSION OF THE PIPE AND INSULATION. SEE INSULATION SPECIFICATIONS FOR INSULATION REQUIREMENTS. C. SANITARY AND VENT 1 . ALL PIPING SHALL PITCH TO IT'S APPROPRIATE MAIN AT NO LE55 THAN I /8" PER FOOT SLOPE. 2. UNDERGROUND WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE WITH COMPRESSION GASKET JOINTS OR SCHEDULE 40 DWV PVC PIPING AND FITTING5 WITH SOLVENT WELDED JOINTS. 3. ABOVE GROUND WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON NO -HUB PIPE WITH STAINLESS STEEL BANDED JOINTS AND BE HUNG PER C.I.5.P.1. REQUIREMENTS OR SCHEDULE 40 DWV PVC PIPING AND FITTINGS WITH SOLVENT WELDED JOINTS. a. PVC PIPING SHALL NOT BE INSTALLED IN A RETURN AIR PLENUM. D. DOMESTIC WATER I. CONTRACTOR SHALL COORDINATE WITH THE BUILDING TENANT AND THE LOCAL WATER COMPANY FOR THE INSTALLATION OF A NEW WATER METER. THI5 SHALL INCLUDE THE FEES/COSTS AND INSTALLATION OF A NEW WATER METER AS SHOWN ON THE PLANS AND THE ASSOCIATED REMOTE READER. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL WATER COMPANY. LOCATE REMOTE READER AT BUILDING TENANT'S AND WATER COMPANY'S DIRECTION. 2. TEST WATER PIPING TO HYDROSTATIC PRESSURE OF 100 PSIG. FOR TWO HOURS. STERILIZE ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH A.W.W.A. STANDARDS. 3. ABOVE GROUND WATER PIPING, 3" AND SMALLER, SHALL BE TYPE "L" HARD DRAWN COPPER PIPE WITH WROUGHT COPPER FITTINGS AND 95-5 SOLDERED JOINTS. AS AN ALTERNATE THE CONTRACTOR MAY UTILIZE COPPER PRESS FITTINGS (PROPRE55 SYSTEM) AS MANUFACTURED BY VIEGA. FITTINGS SHALL CONFORM TO THE MATERIAL AND SIZING REQUIREMENTS OF A5ME B 1 G. 1 8 OR A51VE B I G.22. O -RINGS FOR FITTINGS SHALL BE EDPM. INSTALLATION OF FITTINGS SHALL CONFORM TO CODE AND THE MANUFACTURERS SPECIFICATIONS/REQUIREMENTS. WATER PIPING JOINTS BETWEEN DIFFERENT MATERIALS SHALL BE PER THE LOCALLY ENFORCED PLUMBING CODE SECTION 605.22. 4. DOMESTIC WATER VALVES SHALL BE MILWAUKEE VALVE #BA- 100 OR #BA- 1 50 BALL VALVE E. NATURAL GAS SYSTEMS (WHERE APPLICABLE TO PROJECT SCOPE) I. GENERAL a. CONTRACTOR SHALL COORDINATE WITH THE LOCAL GAS COMPANY TO PROVIDE A NEW GAS METER. THE ENTIRE INSTALLATION SHALL CONFORM TO THE GAS COMPANY REQUIREMENTS. ALL FEES AND/OR COSTS ASSOCIATED WITH THE GAS SERVICE AND METER SHALL BE PAID BY THE CONTRACTOR. 2. PIPING a. NATURAL GAS PIPING MATERIAL, JOINTS AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCALLY ENFORCED INTERNATIONAL FUEL AND GAS CODE, THE UTILITY COMPANY REQUIREMENTS AND ANY OTHER AUTHORITIES HAVING JURISDICTION. b. ALL ELEVATION CHANGES AND CONNECTIONS TO EQUIPMENT SHALL HAVE A G" DEEP DRIP LEG. c. PROVIDE A FULL SIZE GAS SHUT-OFF VALVE AND GROUND JOINT UNION AT ALL CONNECTIONS TO GAS FIRED EQUIPMENT. d. IN NO CASE MAY A VALVE BE INSTALLED IN A RETURN AIR PLENUM. e. UNDERGROUND NATURAL GAS PIPING SHALL BE 8100 HIGH DENSITY POLYETHYLENE AS MANUFACTURED BY PHILLIPS DRISCOPIPE CO. AND AS APPROVED BY GAS COMPANY. PIPING SHALL BE INSTALLED PER GAS COMPANY AND MANUFACTURERS REQUIREMENTS. f. ABOVEGROUND NATURAL GAS PIPING SHALL BE: (1) 2" AND SMALLER: SCHEDULE 40 BLACK STEEL PIPE WITH THREAD JOINTS AND MALLEABLE IRON FITTINGS. (2) 2-1 /2" AND LARGER: SCHEDULE 40 BLACK STEEL PIPE WITH WROUGHT STEEL BUTTWELD FITTINGS. g. GAS SHUT-OFF VALVES SHALL BE: (1) I AND SMALLER: 1 25 LB. IRON BODY WITH BRONZE PLUG WASHER. CRANE # 320 OR HOMESTEAD # GO 1 . (2) 1- 1 /4" AND LARGER: LUBRICATED PLUG COCK. NORD5TRUM # 142 OR HOMESTEAD #GO2. (3) OR APPROVED EQUAL VALVES BY NIBCO, LUNKENHEIMER, 5TOCKHAM OR POWELL. h. THE TRANSITION RISER FROM UNDERGROUND PLASTIC GAS PIPING TO THE ABOVE GROUND STEEL GAS PIPING SHALL BE AS MANUFACTURED BY PERFECTION CORP. OF MADISON, OHIO. INSTALLATION SHALL CONFORM TO GAS COMPANY AND MANUFACTURER'S REQUIREMENTS. V. HVAC EQUIPMENT (NOTE, ALL EQUIPMENT LISTED MAY NOT PERTAIN TO THI5 PROJECT. REFER TO DRAWINGS FOR NEW EQUIPMENT AND EXISTING TO REMAIN). A. INSTALLATION OF ALL EQUIPMENT SHALL COMPLY WITH THE MANUFACTURERS INSTALLATION INFORMATION AND INSTRUCTIONS, REQUIREMENTS AND ANY ADDITIONAL GUIDELINES. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL REQUIRED ACCESSORIES REQUIRED TO COMPLETE THE INSTALLATIONS. B. HVAC EQUIPMENT SrIALL DE "5TARTED UP" BY A i=AC OKY TRAINCD AND AUTHORIZED SERVICE TECHNICIAN. ALL FACTORY STARTUP FORMS SHALL BE COMPLETED AND TURNED OVERTO THE TENANT WITH ALL COMPLETED WARRANTY CARDS PRIOR TO FINAL APPROVAL. C. PACKAGE ROOFTOP HEATING AND AIR-CONDITIONING UNITS I . UNIT SHALL BE OF ONE-PIECE PACKAGED CONSTRUCTION COMPLETE12 ASSEMBLED, WIRED AND FACTORY TESTED. 2. CABINET SHALL BE DESIGNED FOR FULL ROOF CURB SUPPLY AND RETURN DESIGNED TO MATE AND SEAL WITH THE ROOF CURB, BAKED ENAMEL FINISH, HINGED ACCESS PANELS SHALL BE PROVIDED WITH QUICK RELEASE FASTENERS AND HANDLES. ALL INTERIOR SURFACES SHALL BE COMPLETELY INSULATED WITH FOIL, VINYL OR NEOPRENE -BACKED INSULATION. 3. WIRING SHALL COMPLY WITH LATEST EDITION OF THE NEC AND SHALL INCORPORATE 3 -LEG OVERLOAD PROTECTION FOR THE COM PRE55OR(5). 4. EVAPORATOR FANS SHALL BE BELT DRIVEN WITH ADJUSTABLE SHEAVES OR MULTI SPEED, FIELD ADJUSTABLE. 5. UNIT SHALL BE COMPLETE WITH PRESSURE SAFETY CONTROLS, ANTI -SHORT CYCLE PROTECTION, AND FACTORY FURNISHED ECONOMIZER DAMPERS, INTAKE HOODS, HAIL GUARDS AND CONTROLS (WHEN SPECIFICALLY NOTED ON THE DRAWINGS). G. SEE DRAWING FOR INDIV DUAL UNIT PERFORMANCE REQUIREMENTS. D. ROOF MOUNTED DOWNBLA5T EXHAUST VENTILATOR. I . ALL ALUMINUM HOUSING WITH BACKWARD -INCLINED ALUMINUM WHEEL. HINGED BASE, 14 -INCH ROOF CURB, BACKDRAFT DAMPER AND BIRD5CREEN. 2. DIRECT DRIVE MOTOR WITH PERMANENTLY LUBRICATED BEARINGS, WITH PREWIRED FAN SPEED CONTROLLER. 3. PROVIDE WITH PRE -WIRED STANDARD DISCONNECT A PFFFR T(l nr2AlA/INI(- FnP FANI PFr2F(>12NAANI('F ANIn �171N1(; nATA VI. AIR DISTRIBUTION A. AIR DISTRIBUTION I . DUCTWORK (ROUND OR RECTANGULAR OR SPIRAL) SHALL BE OF GALVANIZED STEEL CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE 5MACNA MANUAL AND THE FOLLOWING PRESSURE/ SEAL SCHEDULE: a. DUCTWORK BETWEEN AHU (ROOFTOP UNIT) AND VAV BOXES - 3" W.G. POSITIVE PRESSURE, EAL CLA55 A. b. OTHER SUPPLY AIR DUCTWORK - 2" W.G. POSITIVE PRESSURE, SEAL C LASS B. c. RETURN 4 EXHAUST DUCTWORK - 2" W.G. NEGATIVE PRESSURE, SEAL CLASS B. 2. ROUND DUCT ELBOWS SHALL BE LONG SWEEP, I -1 /2 TIMES THE CENTERLINE RADIUS UNLESS CLEARANCE IS NOT AVAILABLE AT WHICH TIME MITERED ELBOWS WITH TURNING VANES SHALL BE UTILIZED. 3. RECTANGULAR ELBOWS SHALL BE FURNISHED WITH DOUBLE THICKNESS TURNING VANES. TURNING VANES SHALL BE FASTENED WITH A DOUBLE ROW OF SCREWS. 4. FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET OF THE RTU. INSTALL FLEXIBLE CONNECTIONS WITH 3" WIDE DOUBLE NEOPRENE COATED FLAME RETARDANT, NFPA 90A APPROVED, FIBERGLASS FLEXIBLE CONNECTION. FLEXIBLE CONNECTION TO HAVE A MINIMUM OF 24 GAGE 3" WIDE SHEET METAL COLLARS PERMANENTLY ATTACHED TO EACH SIDE. 5. MITERED OFFSETS GREATER THAN 30 DEGREES IN EITHER DIRECTION SHALL NOT BE PERMITTED. G. CHANGES IN DUCT SIZES SHALL BE MADE BY UNIFORM TAPER SECTION WITH A MAXIMUM INCLUDE ANGLE OF DIVERGENCE OF 1 5DEGREE5. 7. RECTANGULAR BALANCING DAMPERS - RUSKIN MD25 SHALL BE SINGLE BLADE UP TO G" IN HEIGHT AND 3G" IN WIDTH, AND RUSKIN MD35 MULTI -BLADE FOR LARGER SIZES. ALL ROUND BALANCING DAMPERS SHALL BE COMMERCIAL GRADE SINGLE BLADE UP TO I G" IN DIAMETER SHALL INCORPORATE LOCKING TYPE INDICATING ADJUSTMENT. BALANCING DAMPERS SHALL BE INSTALLED IN ALL BRANCH DUCTS OFF MAIN AND ON ALL TAPS OFF DUCTS TO DIFFUSERS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. FINAL CONNECTIONS TO DIFFUSERS MAY BE MADE WITH FLEXIBLE DUCTWORK BUT IT'S USE IS LIMITED TO STRAIGHT HORIZONTAL OR VERTICAL RUNS. ALL CHANGES OF DIRECTION IN AN DUCT SYSTEM (GALVANIZED OR FLEXIBLE) SHALL BE MADE WITH AN APPROPRIATE GALVANIZED ELBOW. MAXIMUM LENGTH OF ANY FLEXIBLE DUCT I5 5'-0" 9. FLEXIBLE DUCTS TO DIFFUSERS SHALL BE ATCO RUBBER PRODUCTS, INC. MODEL UPC #070, INSULATED (R=4.2), U.L. 18 I RATED AND CLA55 I AIR CONNECTOR. MAXIMUM LENGTH OF FLEXIBLE DUCT TO DIFFUSER TO BE 5'-0". 10. FIRE DAMPERS SHALL BE RUSKIN AND SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND SMACNA REQUIREMENTS FOR A U.L. APPROVED INSTALLATION. FIRE DAMPERS SHALL BE TYPE "B" (BLADES AND FRAME COMPLETELY OUT OF THE AIRSTREAM) FOR ALL WALL ASSEMBLIES AND SHALL BE INSTALLED WITH THE APPROPRIATE WALL SLEEVE AND ANGLES PER UL 555. FIRE DAMPERS SHALL BE INSTALLED IN ALL FIRE RATED WALLS. VERIFY FIRE RATED WALL LOCATIONS AND RATINGS ON THE ARCHITECTURAL DOCUMENTS. FOR ALL FLOOR PENETRATIONS PROVIDE RUSKIN TYPE "LR" FIRE DAMPERS. SEE DETAILS ON DRAWINGS FOR ADDITIONAL INSTALLATION REQUIREMENTS. I 1 . DOUBLE THICKNESS INSULATED ACCESS DOORS SHALL BE PROVIDED AT ALL FIRE DAMPERS FOR ACCESS TO FUSIBLE LINK. DOOR SHALL BE SIZED TO ALLOW FOR EASY SERVICE AND ACCESSIBILITY. ACCESS DOORS SHALL BE A MINIMUM OF 24" IN THE LONGEST DIMENSION. 1 2. PROVIDE 3"x3"x 1 /4" ANGLE FRAMING AROUND THE ROOF OPENINGS FOR THE SUPPLY AND RETURN AIR DUCTWORK. 13. SUPPORT ALL SHEET METAL AND EQUIPMENT FROM ANGLE IRON CONNECTED TO STRUCTURAL STEEL. DO NOT SUSPEND DUCT OR EQUIPMENT FROM METAL DECK OR JOIST BRIDGING. VII. CONTROLS A. CONTROL WIRING SHALL BE PLENUM RATED CABLE WITH COLOR CODED 18 AWG WIRES (MINIMUM). B. CONTRACTOR SHALL PROVIDE ALL WIRING BETWEEN THERMOSTAT AND EQUIPMENT (AIR HANDLER, ROOFTOP UNIT, CONDENSING UNIT, ETC.). C. CONTRACTOR SHALL FURNISH AND INSTALL A 1 20 (24) VOLT SUPPLY AIR DUCT MOUNTED IONIZATION SMOKE DETECTOR. DETECTOR SHALL BE WIRED, BY THE ELECTRICAL (CONTROLS) CONTRACTOR, TO SHUT DOWN UNIT UPON ACTIVATION. D. THERMOSTATS I. FURNISH AND INSTALL A HONEYWELL 7 DAY PROGRAMMABLE HEATING/COOLING THERMOSTAT AND CLEAR LOCKABLE COVER WITH APPROPRIATE CONTROL WIRING BETWEEN THERMOSTAT, (FURNACE AND CONDENSING UNIT) ( ROOFTOP) AS REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. WIRING SHALL BE MINIMUM 18 AWG. 2. THERMOSTATS SHALL BE MOUNTED WHERE INDICATED ON THE DOCUMENTS. 3. CONTRACTOR SHALL PROGRAM THERMOSTAT PER THE TENANT'S REQUIREMENTS AND TRAIN TENANT'S PERSONNEL IN THE OPERATION AND PROGRAMMING OF THE THERMOSTAT AND SYSTEM. VIII. TESTING AND BALANCING A. TESTING AND BALANCING SHALL NOT BEGIN UNTIL THE SYSTEM HAS BEEN COMPLETED, I5 IN FULL WORKING ORDER AND ALL EQUIPMENT START-UP HAS BEEN COMPLETED. ALL HVAC SYSTEMS AND EQUIPMENT SHALL BE PUT INTO FULL OPERATION AND THE OPERATION OF SAME CONTINUED DURING EACH WORKING DAY OF THE TESTING AND BALANCING. B. AN INDEPENDENT "AABC" OR "NEBB" CERTIFIED AIR AND WATER BALANCE CON FRACTOP. SHALL TEST AND BALANCE THE SYSTEM AND REPORT RESULTS TO THE ENGINEER TENANT AND THE LANDLORD. I . ALL WORK 5HALL BE DONE UNDER DIRECT 5U1'I KVI510N OF THE CERTIFIED BALANCING ENGINEER AND BY QUALIFIED BALANCING TECHNICIANS. 2. METHODS AND FORMS SHALL BE IN ACCORDANCE WITH THE CERTIFICATION AGENCIES RECOMMENDATIONS AND REQUIREMENTS. 3. COMPLY WITH A5HRAE RECOMMENDATIONS PERTAINING TO MEASUREMENTS, INSTRUMENTS, TESTING, ADJUSTING AND BALANCING. 4. ALL QUANTITIES SHALL BE WITHIN 10% OF T11E DESIGN VALUES. 5. CONTRACTOR SHALL PROVIDE ANY SHEAVE CHANGES REQUIRED ON THE HVAC UNIT. C. PERFORMANCE TEST I . AFTER ALL HVAC EQUIPMENT IS INSTALLED, TESTED AND BALANCED AS SPECIFIED HEREIN THEY SHALL BE OPERATED AND PLACED UNDER SURVEILLANCE FOR A PERIOD OF AT LEAST ONE (1) DAY, THIS MAY INCLUDE THE DAY OF STARTUP, TO VERIFY THAT ALL EQUIPMENT i5 PRODUCING THE REQUIRED CAPACITY. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR THE OPERATION OF THE EQUIPMENT DURING THE ENTIRE PERIOD. 2. TEST SHALL BE PERFORMED WITH ALL CONTROLS IN THE AUTOMATIC POSITION AND BUILDING LIGHTS, DAMPERS, ETC. POSITIONED TO SIMULATE NORMAL OPERATION OF THE HVAC SYSTEM. 3. DURING THE TEST, CONTROL 5ETFING5 MAY REQUIRE ADDITIONAL ADJUSTMENTS TO PRODUCE THE BEST BALANCED SYSTEM OPERATION. THEIR FINAL SETTING- OF EACH OPERATING AND SAFETY CONTROL SHALL BE RECORDED, THEY SHALL INCLUDE, BUT NOT LIMITED TO, THERMOSTATS, LIMIT CONTROLS, AND OTHER SIMILAR ITEMS. 4. SHOULD COMPLETION OF THE INSTALLATION OCCUR AT SUCH TIME THAT THE REQUIRED PERFORMANCE TEST MUST BE CONDUCTED DURING A SEASON WHEN THE FULL OPERATION OF EITHER THE HEATING OR COOLING SYSTEM CAN NOT BE CHECKED, THE CONTRACTOR SHALL PERFORM THE TEST AND RECORD ALL SUCH DATA AS I5 AVAILABLE WITH SYSTEM OPERATING AUTOMATICALLY UNDER THE PREVAILING WEATHER CONDITIONS. THAT PART OF THE SYSTEM WHICH CAN NOT BE TESTED SHALL BE DELAYED UNTIL THE WEATHER IS APPROPRIATE, AT WHICH TIME THE REMAINING PART OF THE REQUIRED TESTS SHALL BE CONDUCTED AND DATA RECORDED ACCORDINGLY. D. ACCEPTANCE AND CHECK-OUT - CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL, AT NO ADDITIONAL COST TO THE TENANT, AS MAY BE REQUIRED BY THE ENGINEER FOR THE PURPOSE OF VERIFYING PROPER OPERATION AND INSTALLATION OF THEIR WORK AT THE TIME OF REQUEST FOR ACCEPTANCE. ELECTRICAL 5PECIEICATION5 DIV15ION I G - ELECTRICAL I. FART I - GENERAL A. DESCRIPTION OF WORK 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS NECESSARY TO COMPLETE THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. 2. THE ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL PROVISIONS OF THE NATIONAL ELECTRICAL CODE (NFPA 70), AS WELL AS ANY MODIFICATIONS OR REGULATIONS PUBLISHED BY LOCAL OR STATE AUTHORITIES THE ELECTRICAL WORK SHALL ALSO BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE LATEST EDITIONS OF THE STATE BUILDING CODE, NFPA 7 1 , NFPA 101 AND THE AMERICANS WITH DISABILITIES ACT WHERE APPLICABLE. 3. ELECTRICAL, MECHANICAL, ARCHITECTURAL, STRUCTURAL, AND ALL OTHER DRAWINGS, AS WELL AS SPECIFICATIONS AND ADDENDUM5 SHALL BE PART OF THE CONTRACT DOCUMENTS. 4. EQUIPMENT AND MATERIALS USED ON THI5 PROJECT SHALL BE NEW, U.L. LABELED AND MEET 05HA REQUIREMENTS. EQUIPMENT AND MATERIAL SHALL BE PROTECTED AND 5HALL BE THE RESPONSIBILITY OF THIS CONTRACTOR UNTIL FORMALLY ACCEPTED BYTHE TENANT. 5. TEMPORARY ELECTRICAL SERVICE, LIGHTING, AND RELATED WIRING SHALL BE PROVIDED TO 05HA REQUIREMENTS FOR THE USE OF ALL TRADES DURING CONSTRUCTION. 6. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF ELECTRICAL WORK. ALL CORE DRILLING OR CUTTING OF FIRE RATED FLOORS, SHAFTS AND WALLS SHALL BE FIRE STOPPED PRIOR TO FINISH PATCHING. ALL PENETRATIONS SHALL BE FIRE SEALED TO MATCH THE FIRE RATING OF THE FLOORS, SHAFTS OR WALL5 PENETRATED. 7. TEMPERATURE AND INTERLOCK CONTROL COMPONENTS AND ALL RELATED CONDUIT AND WIRING SHALL BE PROVIDED BYTHE MECHANICAL CONTRACTOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 8. THE GENERAL CONTRACTOR SHALL VERIFY SITE LIGHTING BASE DETAILS WITH STRUCTURAL ENGINEER TO VERIFY APPLICABILITY WITH POLE/FIXTURE Aron (YlNiniTlrlNi4 B. PERMITS AND FEES 1. THE ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR LOCAL AND/OR STATE PERMITS AND INSPECTION FEES REQUIRED FOR THE ELECTRICAL WORK. C. GROUNDING 1. GROUND ALL CONDUITS, CABINETS, MOTORS, PANELS, AND OTHER EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 250. 2. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN INSULATED GROUNDING CONDUCTOR INSTALLED WITH ALL FEEDERS AND BRANCH CIRCUIT CONDUCTORS IN ALL CONDUITS. D. TESTS 1. TEST FOR GROUNDS, SHORT CIRCUITS, AND PROPER FUNCTION OF ALL EQUIPMENT AFTER INSTALLATION I5 COMPLETE. FAULTS IN THE INSTALLATION SHALL BE CORRECTED AT NO COST TO THE TENANT. E. DEMOLITION DEMOLIT ON F EXIST 1. I O LNG ELECTRICAL EQUIPMENT IF APPLICABLE SHALL BE PA T R OF THE ELECTRICAL WO A N N T WINGS. RK S I DILATED O HE DRA F. GUARANTEES 1. GUARANTEE FOR ONE YEAR AFTER ACCEPTANCE BY TENANT, ALL WORKMANSHIP AND MATERIALS FURNISHED. II. PART 2 - FRODUCT5 A. CONDUIT 1. CONDUIT SHALL BE HEAVY WALL RIGID GALVANIZED STEEL WHERE EXPOSED AND SUBJECT TO DAMAGE, 8'-O" AFF AND BELOW, AND IN WET LOCATIONS WHERE INDICATED ON THE DRAWINGS. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC AND SHALL BE CONCRETE ENCASED (3' MINIMUM) WHERE INDICATED ON THE DRAWINGS. A TRANSITION SHALL BE MADE TO HEAVY WALL RIGID GALVANIZED STEEL BEFORE PVC CONDUITS PENETRATE THE FLOOR SLAB. INTERIOR CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT). METAL CLAD (MC) CABLE MAY BE USED IF APPROVED BY THE TENANT, AND INSTALLED IN LOCATIONS PERMITTED BY CODE. 2. FLEXIBLE METAL CONDUIT SHALL BE USED FROM OUTLET BOX TO INDIVIDUAL RECESSED LIGHT FIXTURES, AND FOR FINAL CONNECTIONS TO MOTORS AND OTHER DEVICES SUBJECT TO VIBRATION. 3. SURFACE METAL RACEWAY SHALL BE WIREMOLD #G-3000 SERIES OR APPROVED EQUAL, GRAY. USED AT PA55 THRU. LENGTH AS CALLED OUT ON PLAN. INCLUDES ALL ACCESSORIES. B. CONDUIT FITTINGS AND BOXES 1. INTERIOR OUTLET BOXES SHALL BE STANDARD GALVANIZED SHEET STEEL TYPE, NOT LESS THAN 14 GAUGE IN THICKNESS, WITH KNOCKOUT OPENINGS, EXTENSIONS, PLASTER RINGS AND COVER PLATES TO ACCOMMODATE THE DEVICES INSTALLED. COVER PLATES SHALL BE SMOOTH PLASTIC TO MATCH DEVICE COLOR. USE STEEL PLATES WITH ROUNDED CORNERS FOR SURFACE BOXES. OUTDOOR (WET LOCATION) OUTLET BOXES SHALL BE CAST ALUMINUM TYPE WITH DEVICE COVERS TO SUIT. 2. OUTLET BOXES SHALL NOT BE LE55 THAN 4 INCHES SQUARE, I -1 /2 INCHES DEEP. 3. COUPLINGS AND CONNECTORS FOR EMT SHALL BE DIE CAST ZINC OR STEEL. BUSHING SHALL BE GROUNDING TYPE WITH INSULATING PLASTIC INSERT. 4. FLOOR JUNCTION BOX WITH COVER SHALL BE HUBBELL #82527 BRASS STEEL DEEP BOX WITH #52525 BRASS STEEL COVER OR APPROVED EQUAL. USED AT D3 LF- I CASEWORK AND FUTURE MILLWORK/CASEWORK. 5. ALL COVER PLATE FOR OUTLETS, SWITCHES AND RECEPTACLES SHALL BE WHITE. C. WIRE AND CABLE 1. CONDUCTORS FOR POWER AND LIGHTING SHALL BE NEW GOO -VOLT, 90 C, TYPE XHHW, THHN, OR THWN INSULATION, MINIMUM SIZE # 12 -AWG, EXCEPT FOR CONTROL WIRING WHICH MAY BE # 14 -AWG. OTHER SIZES SHALL BE AS NOTED ON THE DRAWINGS. CONDUCTORS SHALL BE COPPER, UNLESS OTHERWISE APPROVED BY THE TENANT. 2. BRANCH CIRCUIT RUNS EXCEEDING 100 FEET IN TOTAL LENGTH FROM THE PANELBOARD TO THE LAST DEVICE, SHALL BE #1 O -AWG CONDUCTORS UNLESS OTHERWISE NOTED. 3. COMPRESSION TYPE LUGS AND CONNECTORS SHALL BE USED FOR ALL TERMINATIONS AND SPLICES. 4. ALL LOW VOLTAGE COMMUNICATIONS, FIRE ALARM, DATA, SECURITY, TELEPHONE AND ALL OTHER MISCELLANEOUS LOW VOLTAGE WIRING INSTALLED IN CEILING SHALL BE PLENUM RATED. 5. TELEPHONE WIRING SHALL BE 4 PAIR 22/24 AWG (PLENUM RATED). MANUFACTURER SELECTED BY EC. 6. DATA (EYENET-PGS) WIRING SHALL BE BERK-TEK PART # 10032207, CATEGORY 5E OR 4. PAIR UTP (PLENUM RATED). PROVIDE G' OF EXCESS CABLE AT CA5HWRAP AND 3' OF CABLE AT THE PHONEBOARD AND OTHER LOCATIONS. TENANT VENDOR TO PERFORM PUNCHDOWN AND SYSTEMS VERIFICATION. D. WIRiNG DEVICES 1. DUPLEX RECEPTACLES SHALL BE GROUNDING TYFE, NEMA 5-20R, RATED FOR 20 AMPS, 1 25 VOLTS, WITH PROVISIONS FOR BACK AND SIDE WIRING. a. SPECIFICATION GRADE DUPLEX RECEPTACLE SHALL BE HUBBELL #5362 SERIES OR APPROVED EQUAL, HEAVY DUTY, Wi- ITE. b. ISOLATED GROUND DEDICATED DUPLEX RECEPTACLE SHALL BE HUBBELL #IG -5362 SERIES OR APPROVED EQUAL, ORANGE. c. SINGLE RECEPTACLE NEMA LG -20R, 2OA/2P/3W, 25OV, LOCKING DEVICE SHALL BE HU15E�ELL #2320-A OR APPROVED EQUAL, SINGLE LOCKING, BLACK. MNATE5 WITH HART #G2 1 2 PLUG (@ LENS PROCESS ROOM EQUIPMENT # 1 , 2 * 4. d. SINGLE RECEPTACLE NEMA 15-20R, 2OA/3P/4W, 25OV, SHALL DE HUBBELL #8420 OR APPROVED EQUAL, SINGLE. PROVIDE G' CORD AND PLUG AS REQUIRED. TYPE STD GO (I 2 -AWG) AND 842 1 C PLUG (@ LENS PROCESS EQUIPMENT #2G). SINGLE RECEPTACLE NEMA L 15-20R, 2OA/3P/4W, 25OV, SHALL BE HUBBELL OR APPROVED EQUAL, SINGLE. PROVIDE G' CORD AND PLUG AS REQUIRED. TYPE STD GO (I 2 -AWG) AND 842 1 C PLUG (@ LENS PROCESS EQUIPMENT #2GB). 2. GROUND FAULT CIRCUIT INTERRUPTER (GPI) DUPLEX RECEPTACLES SHALL BE PROVIDED WHERE INDICATED. 3. SWITCHES SHALL BE TOGGLE OPERATED, QUIET TYPE, RATED FOR 20 AMPS, 1 20/277 VOLTS, WITH PROVISIONS FOR BACK AND SIDE WIRING. THREE WAY AND FOUR WAY SWITCHES SHALL BE PROVIDED WHERE INDICATED. a. SINGLE POLE SWITCHES SHALL BE LEVITON # 1 22 1 SERIES OR APPROVED EQUAL, SILENT ACTUATING, 20 -AMP, 1 20/277V, WHITE. b. THREE POLE SWITCHES SHALL BE LEVITON # 1 223 SERIES OR APPROVED EQUAL, SILENT ACTUATING, 20 -AMP, 1 20/277V, WHITE. c. ILLUMINATED FRAME SWITCHES SHALL BE LEVITON #57501 SERIES OR APPROVED EQUAL, SILENT ACTUATING, 15 -AMP, 1 2OV, IVORY. 4. DIMMERS SHALL BE LEVITON SLIDING DIMMER SWITCH, OF A RATING, VOLTAGE AND WATTAGE SUITABLE FOR LOAD SERVED. a. CONTRACTOR TO PROVIDE INCANDESCENT OR CFL AS REQUIRED 5. COLORS OF DEVICES AND COVERPLATE5 SHALL WHITE. 6. WIRING DEVICES SHALL BE SPECIFICATION GRADE, AS MANUFACTURED BY HUBBELL, FA55 * SEYMOUR, ARROW HART, LEVITON AND GENERAL ELECTRIC, LION. 7. COVERPLATES FOR POWER, DATA * TELEPHONE SHALL BE LEVITON OR APPROVED EQUIP, WHITE, PLASTIC. 8. TIME CLOCK SHALL BE TORK #DG- 100 OR APPROVED EQUAL, 7 -DAY SCHEDULING, 5PDT MAINTAINED CONTACT, 1 20V COIL WITH CABINET. 9. LIGHTING CONTACTORS SHALL BE IN NEMA I ENCLOSURE, NORMALLY OPEN ELECTRICALLY HELD, 12OV, COIL, 20A. REFER TO PLANS FOR NUMBER OF POLES. 10. DOOR BUZZER (REAR ENTRANCE) SHALL BE EDWARDS #34OA-G5, PUSHBUTTON SHALL BE EDWARDS #GOO, TRANSFORMER SHALL BE EDWARDS #592 OR APPROVED EQUALS. MOUNT BUZZER AT 80" AFF. MOUNT TRANSFORMER ABOVE CEILING. MOUNT PUSHBUTTON AT 48" (FOR WEATHERPROOF BUTTON # 178G -B). E. LIGHTING AND RECEPTACLE PANELBOARDS 1. BRANCH CIRCUIT PANELBOARD5 SHALL BE DEAD FRONT TYPE, WITH MAIN LUGS OR MAIN OVERCURRENT DEVICE AS INDICATED, BRANCH OVERCURRENT DEVICES AS NOTED AND AN EQUIPMENT GROUND BAR, ALL IN A SURFACE OR FLUSH MOUNTED SHEET STEEL ENCLOSURE. MINIMUM SHORT CIRCUIT CAPACITY SHALL BE 10,000 AMPS SYMMETRICAL FOR 1 20/208V, AND 14,000 AMPS SYMMETRICAL FOR 277/450V APPLICATION UNLESS NOTED OTHERWISE. 2. CIRCUIT BREAKERS SHALL BE BOLT ON TYPE; WITH MOLDED PLASTIC CASE; 1 , 2, OR 3 POLE AS INDICATED; QUICK -MAKE, QUICK -BREAK; AND THERMAL -MAGNETIC TRIP DEVICE. 3. ALL BREA ERS FEEDING HVAC E UIPMENT SHALL BE HAC RATED UNLESS K Q R , OTHERWISE NOTED. 4. PANELBOARD5 SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, ITE/SIEMENS AND WESTINGHOUSE/CUTLER HAMMER. F. DISTRIBUTION TRANSFORMERS 1. TRANSFORMERS SHALL BE DRY TYPE, 1 1 5 DEGREE RISE WITH 2 TAPS ABOVE AND BELOW NORMAL VOLTAGE. TRANSFORMERS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, ITE/51EMENS, WESTINGHOU5E/CUTLER HAMMER AND, ACME. F. DISTRIBUTION TRANSFORMERS 1. TRANSFORMERS SHALL BE DRY TYPE, 1 1 5 DEGREE RISE WITH 2 TAPS ABOVE AND BELOW NORMAL VOLTAGE. TRANSFORMERS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, ITE/51EMEN5, WE5TINGHOU5E/CUTLER HAMMER AND, ACME. G. SAFETY SWITCHES AND MOTOR STARTERS 1. SAFETY SWITCHES SHALL BE FUSIBLE OR NON -FUSIBLE AS INDICATED ON THE DRAWINGS. SWITCHES SHALL BE QUICK -MAKE, QUICK -BREAK, HEAVY DUTY VISIBLE BLADE TYPE. ENCLOSURES SHALL BE NEMA I TYPE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FUSED SHALL BE DUAL ELEMENT - TIME DELAY TYPE. 2. MAGNETIC MOTOR STARTERS SHALL BE COMBINATION TYPE WITH THERMAL OVERLOAD, INTEGRAL FUSED SAFETY SWITCH, H -O -A SELECTOR SWITCH, CONTROL TRANSFORMER, RUNNING PILOT LIGHT, NEMA TYPE I ENCLOSURE, AND (2) NORMALLY OPEN AND (2) NORMALLY CLOSED AUXILIARY CONTACTS. 3. ALL MOTORS OVER 1 /8 HP SHALL BE PROVIDED WITH THERMAL OVERLOAD PROTECTION. OVERLOAD PROTECTION SHALL BE PROVIDED INTEGRAL WITH THE MOTOR WINDINGS AND/OR MOTOR CONTROLLER (PROVIDED BY OTHERS) UNLESS OTHERWISE INDICATED ON DRAWINGS. H. FIXTURES AND LAMPS 1. ALL FIXTURES SHALL BE SPECIFIED ON THE FIXTURE SCHEDULE. 2. BALLASTS SHALL BE INSTANT START, ELECTRONIC TYPE, CLASS P, "A" SOUND RATING AND MAXIMUM HARMONIC CONTENT OF I 0%. DIMMING BALLASTS SHALL BE 3 -WIRE TYPE, WITH DIMMING CAPABILITY TO 10% OF RATED FULL OUTPUT. 3. RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED THERMAL PROTECTION. 4. FLUORESCENT LAMPS SHALL BE 3500 K. INCANDESCENT LAMPS SHALL BE 130 VOLT. HIGH INTENSITY DISCHARGE LAMPS SHALL BE COATED. 5. EMERGENCY LIGHTING AS INDICATED, SHALL PROVIDE A MINIMUM OF ONE FOOTCANDLE ALONG THE PATH OF EGRESS. FIXTURE SUPPLIER SHALL PROVIDE FOOTCANDLE PRINTOUT TO VERIFY EMERGENCY LIGHT LEVELS. 6. ALL FIXTURE / BALLAST / LAMP COMBINATIONS SHALL BE ENERGY SAVING TYPE. I. FIRE ALARM SYSTEM 1. A COMPLETE FIRE ALARM SYSTEM SHALL BE PROVIDED AS DESCRIBED ON THE DRAWINGS. ALL DEVICES, WIRING, BACKBOXE5, PROGRAMMING, START-UP, INSTRUCTION AND TESTING REQUIRED FOR A COMPLETE OPERATING SYSTEM SHALL BE PROVIDED. 2. THE ELECTRICAL CONTRACTOR SHALL FURNISH SHOP DRAWINGS, COMPLETE ! WITH EQUIPMENT CUTS AND FLOOR PLANS (WITH WIRING INDICATED), AS WELL AS BATTERY CALCULATIONS, AND VOLTAGE DROP CALCULATIONS FOR REVIEW AND APPROVAL BY THE ARCHITECT, ENGINEER, AND ALL AUTHORITIES HAVING JURISDICTION. FLOOR PLAN DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR AND/OR SUPPLIER. NICET 4 CERTIFICATION AND STAMP IS ACCEPTABLE, IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. THE ELECTRICAL CONTRACTOR SHALL FURNISH FIRE ALARM DRAWINGS, CALCULATIONS, AND EQUIPMENT INFORMATION FOR ALL REQUIRED LOCAL MUNICIPALITY, OR STATE PERMITS. THE ELECTRICAL CONTRACTOR SHALL ARRANGE AND COORDINATE ALL REQUIRED TESTING AND INSPECTIONS REQUIRED BY THE LOCAL MUNICIPALITY FIRE DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL INCLUDE FIRE DEPARTMENT COSTS IN BID. 4. ALL HVAC UNITS OR GROUP OF HVAC UNITS WITH A COMMON PLENUM AND A DE51GN CAPACITY GREATER THAN 2000 CFM SHALL BE AUTOMATICALLY SHUT DOWN ASSOCIATED HVAC UNIT, AND SHALL BE PROVIDED WITH A LOCAL ANNUNCIATOR/ TEST SWITCH. HVAC DUCT DETECTORS SHALL BE CONNECTED TO A CENTRAL STATION MONITORING SYSTEM. 5. ALL FIRE ALARM AN DEVICES SHALL BE ADA COMPLIANT WITH A MINIMUM CANDELA RATING OF 75. 6. FIRE ALARM SYSTEM MONITORING SHALL BE BY OTHERS UNDERSEPARATE CONTRACT WITH THE TENANT. 7. PROVIDE A SEPARATE LINE ITEM C05T FOR A (1), (3), (5) YEAR MAINTENANCE, TESTING AND MONITORING AGREEMENT. AGREEMENT TO INCLUDE MONITORING TO A UL LISTED CENTRAL STATION PER NFPA 72 REQUIREMENTS, ALL CODE REQUIRED TESTING OF THE FIRE ALARM SYSTEM PER NFPA 72 AND OBC (MONTHLY VISUAL INSPECTION SHALL BE BYTHE TENANT), CLEANING OF DEVICES SHALL BE DONE UPON SYSTEM REQUEST, AND ALL COST ASSOCIATED WITH MAINTENANCE OF THE SYSTEM SHALL BE PROVIDED (DUE TO DEFECTIVE EQUIPMENT ONLY). PROVIDE A YEARLY REPORT TO THE TENANT. 8. FIRE ALARM SYSTEM SHALL BE BY SIMPLEX, NOTIFIER, PCI, SIEMENS OR GAMEWELL. III. PART 3 - EXECUTION A. GENERAL MISCELLANEOUS 1. ALL CONDUIT RUN IN FINISHED AREAS SHALL BE CONCEALED. CONDUIT SMALLER THAN 3/4" SHALL NOT BE USED FOR ANY CIRCUIT HOMERUNS. 2. RACEWAYS EXPOSED TO DIFFERENT TEMPERATURES SHALL BE FILLED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH ARTICLE 300.7 OF THE NATIONAL ELECTRICAL CODE. 3. HANGERS, SUPPORTS, OR FASTENINGS SHALL BE PROVIDED AT EACH ELBOW, AT THE ENDS OF STRAIGHT RUNS TERMINATING AT BOXES OR CABINETS, AND AT INTERMEDIATE POINTS AS REQUIRED BY CODE. CONDUITS OR BOXES SHALL NOT BE SUPPORTED BY CEILING SUPPORT WIRES OR OTHER CEILING SUPPORTING HARDWARE. 4. FIXTURE SUPPORTS SHALL BE IN ACCORDANCE WITH ARTICLE 4 1 0-1 5 OF THE NATIONAL ELECTRICAL CODE, OR ANY LOCAL CODES WHICH MY APPLY. 5. PROVIDE PERMANENT NAMEPLATES WITH DESIGNATIONS FOR PANELBOARDS, FEEDER DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS. 6. PROVIDE TYPEWRITTEN DIRECTORY CARDS WITH BRANCH CIRCUIT IDENTIFICATinN FOR BRANCH CIRCUIT PANELBOARD5. PANELBOARDS, FEEDER DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTEN F IAL ELECTRIC ARC FLASH HAZARDS IN ACCORDANCE WITH NEC 110. I G. 7. INSTALL HANDLE GUARDS ON ALL BREAKERS FOR NIGHT LIGHTING, EMERGENCY AND SIMILAR CIRCUITS. 8. ALL FLUSH MOUNTED PANELBOARD5 SHALL HAVE (3) 3i4" EMPTY CONDUITS INSTALLED TO ABOVE ACCESSIBLE CEILING FOR FUTURE USE. 9. THE FINAL LOCATIONS OF ALL EQUIPMENT, OUTLETS, ETC. SHALL BE SUBJECT TO REASONABLE CHANGES IN LOCATION UP TO THE TIME OF ROUGHING -IN, AT NO ADDITIONAL COST TO THE TENANT. 10. CONTACT ELECTRIC POWER COMPANY AND MAKE NECESSARY ARRANGEMENTS FOR ELECTRIC SERVICE. 11. ELECTRICAL CONTRACTOR TO CONTACT TELEPHONE COMPANY AND MAKE NECESSARY ARRANGEMENTS FOR TELEPHONE SERVICE. 12. AT ALL TIMES KEEP PREMISES AND BUILDING IN A NEAT AND ORDERLY CONDITION, FOLLOWING TENANT'S INSTRUCTION IN REGARD TO STORING OF MATERIALS, PROTECTIVE MEASURES AND DISPOSING OF DEBRIS. REVIEWED FOR COQE CQAAPLIANGE d�P�bVED APR 0 7 2016 i . City Of Tutuila BUILDING DIVISION r/�c:Y� Store # C6427 50UTI10ENTER SQUARE 7 100 Southcenter Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revl51on5: Mark Date By Description A Z� L� Z� Arch ltect/ Engineer F DESIGN WORLDWIDE 311 EI m Street Suite 600 Cincinnati OH 45202 513 241 3000 wvm.frch.com FRCH / Architecture, Inc., P.C. Seal Thorson : Baker Associates C O N S U L T I N G E N G I N E E R S 3030 West Streetsboro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax ARCHITECTURAL SYMBOLS: O DOOR NUMBER REVISIONS ROOM NAME ROOM NUMBER X ELEVATION NO. e DETAIL NO. A-X.X 5HEET NO. A-X.X SHEET NO. X SECTION NO. X -X. X ELEVATION NO. A-X.X SHEET NO. SHEET NO. PROJECT TYPE: ❑ NEW CORPORATE RELOCATION ❑ FRANCHISE ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) I AB TYPE: ❑ FULL LAB ❑ NO LAB FINISH LAB 51TE TYPE: U INDOOR LOCATION OUTDOOR LOCATION Pearle Standard Version Number: �.zi, r��i'fEf� E:C E: �1 - _IF TUKWILA Pearle Vision P%Iect No. CG427 `"' ` CENTER �' °�" ' 032580.000 Architect's Protect No. Title SPECIFICATIONS Date : 03. 18. I G Sheet Drawn Dy TBA Checked ey : TBA Store Number ME P I CG427 OP F M , 11 R_ m N w Ln G) 0 Qb 0 N RKIA NOTE: ALL SPECS MAY NOT BE USED IN EVERY STORE. MECHANICAL, ELECTRICAL, * PLUMBING SPECIFICATIONS CD GENERAL NOTE: FOLLOW ALL MANUFACTURERS INSTALLATION AND MAINTENANCE INSTRUCTIONS. ROOM NAME ROOM NUMBER SUPPLIED/ eX A-X.X SHEET NO. ITEM MARK DESCRIPTION INSTALLED MFG./PHONE # MODEL # / ALTERNATE REMARKS BY COLOR # I DIFFUSERS ALUMINUM CONSTRUCTION W/ BAKED -ON WHITE MC/Mc TITUS HVAC (972) 212-4500 TITUS TMS 24X24 OR 12X 12 NONE ENAMEL FINISH; OPPOSED BLADE DAMPER WHITE FINISH, LAY -IN U RETURN AIR GRILLES ALUMINUM GRID TYPE W/ BAKED -ON ENAMEL FINISH; MC/MC TITUS HVAC (972) 212-4800 TITUS, MODEL 50F 24X24 OR NONE 1/2" x 1/2" x 112" GRID AND FRAME 24x 12, LAY IN, WHITE FINISH DUCT FLEXIBLE ROUND DUCT (MAX 10") MC/MC METALFLEX (404) 349-5900 ACOUSTICAL AIRDUCT OWEN'5 CORNING ALL DUCTS > I O" TO BE SHEET METAL > ACOUSTICAL AIRDUCT V-450-5DI5 (V-450-5DB) FIBERGLASS 800FR/800FRK Z SMOKE DETECTION SMOKE DETECTORS MC/Mc EDWARDS OR APPROVED EQUAL # I POO I ', # 11-003', OR I P005- PER LANDLORD VERIFY WITH LANDLORD FOR SYSTEM REQUIREMENTS EXHAUST FAN CEILING -MOUNTED EXHAUST FAN MC/MC COOK AS SPECIFIED ON MECH DRAWINGS NONE UNIT HEATERS EUH- I CEILING -MOUNTED ELECTRIC UNIT HEATER W/BAKED-ON MC/Mc Q -MARK (800)452-4179 AS SPECIFIED ON MECH DRAWINGS SEE SCHEDULE ON M-1 . 1 ENAMEL FINISH; RECESS MOUNTING ENCLOSURE WIRING TELEPHONE EC / EC EC TO SELECT 4 PAIR 22/24 AWG NONE (PLENUM RATED) DATA (EYENET-POS) EC / EC BERK-TEK PART # 1003 2 207, CATEGORY 5, NONE SEE SHEET E 1.2 / EC TO PROVIDE G' OF EXCESS CABLE AT 4 PAIR UTP (PLENUM RATED) CASHWRAP AND 3' OF CABLE AT THE PHONE BOARD AND OTHER LOCATIONS. TENANT VENDOR TO PERFORM PUNCHDOWN AND j SYSTEMS VERIFICATION. ELECTRICAL EC / EC GRAYBAR (800) 825-55 17 STO- 12-4GRAY NONE SWITCHES TOGGLE SWITCHES -SINGLE POLE EC / EC LEVITON OR APPROVED EQUAL 1 22 1 SERIES SILENT ACTUATING NONE 20 AMP, 120/ 277 V / WHITE EC / EC LEVITON OR APPROVED EQUAL 1 223 SERIES SILENT ACTUATING 20 NONE TOGGLE SWITCH -THREE WAY AMP, 120/277 V /WHITE TOGGLE SWITCH - ILLUMINATED FRAME EC / EC LEVITON OR APPROVED EQUAL 57501, SILENT ACTUATING, 15 NONE AMP, 120V / IVORY NOVA T SERIES, NT -GOO, GOO NONE DIMMER SWITCH - SINGLE POLE EC / EC LUTRON OR APPROVED EQUAL WATTS, INCANDESCENT TYPE/ WHITE SLIDING DIMMER SWITCH- TWO LOCATION DIMMING EC / EC LUTRON OR APPROVED EQUAL UNIT WITH NTA -2 AUXILIARY UNIT, NONE GOO WATTS, INCANDESCENT TYPE / WHITE SLIDING RECEPTACLES DUPLEX RECEPTACLE- 20A, 125V, NEMA 5-2OR EC / EC HUBBELL OR APPROVED EQUAL 5362 SERIES, SPECIFICATION NONE GRADE, HEAVY DUTY/ WHITE DUPLEX RECEPTACLE- 20A, 125V, NEMA 5-2OR HUBBELL OR APPROVED EQUAL 8300 SERIES, HOSPITAL GRADE, USE ONLY AS DIRECTED BY LOCAL CODES OR REQUIREMENTS EC / EC HEAVY DUTY / WHITE NONE DUPLEX RECEPTACLE- --A, I I OV, NEMA --- EC / EC HUBBELL OR APPROVED EQUAL NONE USE FOR ELEC. CONDENSATE DRAIN VALVE ADJACENT TO #2GB ISOLATED R UND D DUPLEX RECEPTACLE 20A, EC / EC HUBBELL OR APPROVED EQUAL IG -5362 SERIES / ORANGE NONE 125V, NEMA 5-20R NONE NO 5UB5TITUTE5. USE ONLY WHERE REQU. BY CODE, WHERE REQU. GPI DUPLEX RECEPTACLE 20A, - HOSPITAL GRADE EC / EC LEVITON (800) 323-8920 LEVITON '#HG -8898' BY EQUIP., OR WITHIN SIX (G) FEET OF A WATER SOURCE / WET AREA U SINGLE RECEPTACLE -20A, 2P, 3W, 250V, LOCKING EC / EC HUBBELL OR APPROVED EQUAL 2320-A, SINGLE LOCKING/ NONE MATES WITH HART 12 PLUG (@ LENS PROCESS ROOM EQPT DEVICE, NEMA LG -20R BLACK #'5: 1, 2, * 4); MATES WITH HART #G2 12 PLUG LL SINGLE RECEPTACLE 20A, 3P, 4W, 250 V, NEMA 15-20R EC / EC HUBBELL OR APPROVED EQUAL 8420, SINGLE NONE PROVIDE G' CORD AND PLUG AS REQUIRED. TYPE STD GO (I 2 -AWG) AND 842 1 C PLUG (@ LENS PROCESS ROOM EQPT #2G) U SINGLE RECEPTACLE -20A, 3P, 4W, 250V, EC / EC HUBBELL OR APPROVED EQUAL MODEL #/ COLOR NONE PROVIDE G' CORD AND PLUG AS REQUIRED. TYPE STD GO (I 2 -AWG) �J NEMA LI 5-2OR AND 842 1 C PLUG (@ LENS PROCESS ROOM EQPT #2GB) J Il__I COVER PLATES ELECTRICAL / DATA / TELEPHONE COVER PLATES EC / EC LEVITON OR APPROVED EQUAL WHITE / PLASTIC NONE FLOOR J BOX FLOOR BOX WITH COVER EC / EC HUBBELL OR APPROVED EQUAL WITH 52525 BRASS STEEL NONE USED AT CONSULTATION TABLES. COVE GREY WIRE MOLD SURFACE METAL RACEWAY EC / EC WIREMOLD OR APPROVED EQUAL G-3000 SERIES / GREY NONE USED @ PA55 THKU. LENGTH AS CALLED OUT ON PLAN. INCLUDE AL ACCESSORIES. - H N , CONTROLS TIME SWITCH EC / EC TORK OR APPROVED EQUAL 5PDT MAINTAINED CONTACT, NONE 120V COIL WITH CABINET CR2GOL 5LKIE5 IN NEMA -I LIGHTING CONTACTOR EC / EC GESCO (5 1 3) 32G-2 100 ENCLOSURE, G OR 8 POLE, N. 0., NONE REFER TO ONE LINE DIAGRAM FOR # OF POLES ELECTRICALLY HELD, 1 20V, COIL, 20A SIGNALING DEVICES NOT USED DOOR BUZZER - REAR ENTRANCE EC / EC EDWARDS OR APPROVED EQUAL BUZZER: 340A -G5, PUSH NONE MOUNT BUZZER R AT 80". MOUNT XFMR ABOVE CEILING. MOUNT PUS BUTTON AT 48" (FOR WEATHERPROOF PUSH BUTTON: 178G -E3). DUTTON: GOO, XFMR: 592 DISTRIBUTION TYPE R I O/ 08V AND 7FE PANEL BOARDS EC / EC GE / GE5CO (5 13) 32G-2 100 AE FOR 277/480V. BREAKERS 9HAl I BE BOLT -ON TYPF. NONE SEE PLANS FOR SCHEDULE. TRANSFORMER EC / EC GE / GESCO (5 1 3) 32G-2 100 QL TYPE IN NEMA- I ENCLOSURE NONE TRANSFORMER SHALL BE FLOOR MOUNTED ON ISOLATION PADS. LIGHTING T / EC SEE SHEET E 1. 1 TRAFFIC TRAFFIC SENSOR, REFLECTOR, t COUNTER T / EC TRAFFIC COUNTER TRAFFIC COUNTER CONTRACTOR NONE PROVIDED AND INSTALLED BY TR/ FFIC COUNTER CONTRACTOR COU NTER CONTRACTOR MODEL FOR ALL EXPOSED CONDUIT SHALL BE FIRMLY CONDUIT SUPPORT SUPPORTED ON GALVANIZED UNISTRUT OR SYSTEM POWER5TRUTOR HANGERS; ON BRACKETS, HANGERS EC / EC UNISTRUT (800) 544-1459 AS REQUIRED POWER5TRUT, OR PIPE STRAPS; OR BY BEAM CLAMPS. KINDORF SINKS SK4 S.S. SINK FOR BOH -LSU -T / PC -KINDRED (800) G2G-577 1 51N : 520 20/ 1 OM I , RAINEK: 1 135, FAUCET: DELTA 10 1 DST NONE GC TO MAKE FINAL CONNECTIONS SK7 30" SINK FOR BOH -5U30 PC / PC JUST SINKS (847) G78-5 150 LF-ADA- I G 10, STRAINER: NONE AUCET: DELTA 583LF-55WF EPANfUMI5EK 51NK 5K-7 DRAIN SEMI -CAST BRASS P.O. PLUG, 1 1/4" X 17 GA PC / PC DEARBORN BRASS 7 W- I MCGUIRE OUTLET TAILPIECE OFFSET FOR ADA CLEARANCE TH 5K-7 1 55WC EYE WASH EW I EYEWASH, WALL MOUNTED, AUTOFLOW 90 DEGREE GC / PC G 1848 NONE FOR MOUNTING ON WALL BY MOP SINK UNIT IN LENS PROCESS SWING -DOWN. (3 1 2) 733-2G2G ROOMS. FURNISH. WITH TEMPERING DEVICE 'GUARDIAN' MODEL # G3 G00. BI -LEVEL WATER EWC2 WALL HUNG, BARRIER FREE, ELECTRIC, 120V GOHz I PH, 3 -WIRE GROUND CORD; PLATINUM VINYL FINISH; 8.0 PC/ PC HALSEY TAYLOR HAC8FSBL-Q ADA PV NONE NOT USED UNLESS FORCED BY LUCODE; MAINTAIN G" MIN. TO WALL r COOLER GPH; SELF- CONTAINED REFRIGERATION CONTROLS, (G30) 574-3500 ON EA. SIDE FOR VENTILATION MOUNTING HEIGHT PER CODE. z PUSH BAR CONTROLS AT FRONT AND SIDE; 3/8" SUPPLY CONNECTION; 1- 112" OD WASTE CONNECTION r_� CD ELECTRIC HOT WATER WH I GLASS LINED WATER HEATER WITH 10 GALLON STORAGE PC/ PC A.O.SMITH DEL- 10 NONE PLUMBING CONTRACTOR TO COORDINATE WITH ELECTRICAL HEATER AND I YEAR WARRANTY. ELEMENT SHALL BE 1 500 (800) 527-1553 CONTRACTOR FOR SPECIFIC VOLTAGE OF UNIT. WATTS, 208 VAC, SINGLE PHASE, GO HZ. UNIT SHALL BE PROVIDE MOUNTING SUPPORT SHELF ABOVE MOP SINK WITH COMPLETELY FACTORY PREWIRED AND SHALL BE UL HEATER DRAIN PAN. ROUTE T*P RELIEF VALVE PIPING FULLSIZE __J LISTED. FURNISH HEATER WITH APPROPRIATE WATTS AND PROVIDE 3/4' DRAIN PAN DRAIN TO MOP SINK. PROVIDE n REGULATOR TEMP AND PRESSURE (T*P) RELIEF VALVE HEAT TRAPS ON INLET AND OUTLET OF WATER HEATER. ALONG WITH VACUUM BREAKER VALVE. DOMESTIC WATER ET IN-LINE THERMAL ABSORBER, 0.9 GALLON PC/ PC 5T-5PROVIDE HANGING SUPPORT INDEPENDENT OF EXPANSION TANK MAXIMUM ACCEPTANCE VOLUME. WATTS WATER OR OTHER SERVICE PIPING. PIPING SUPPORTS WATER HAMMER ARRESTORS PC / PC WATTS/GRAINGER (800) 323-OG20 #3A559 SIOUX PLBG PRODUCTS REFER TO PLUMBING PLAN FOR LOCATION FLOOR CLEANOUT5 FCO REFER TO SHEET P-1 .0 FOR SPECIFICATION PC / PC J.R. SMITH (334) 277-8520 4000 SERIES REFER TO PLUMBING PLAN FOR LOCATION WALL CLEANOUT5 WCO REFER TO SHEET P- 1.0 FOR SPECIFICATION PC/ PC J.R. SMITH (334) 277-8520 4400 SERIES REFER TO PLUMBING PLAN FOR LOCATION REV WED FOR 60QE CC APPrPLIANCE 'UED APR 0'7 2016 T Cify of iu tia ILDING DMSION A Subsidiary of the Luxottica Group 4000 Luxottica Place Mason, Ohio 45040 Store # C6427 SOUTIICENTER SQUARE 17100 5outhcenter, Parkway Tukwila, WA 98 188 SPACE # 128 Active Revision Number Revisions: Mark Date By Description 0 Arch Itect/ Engineer DESIGN WORLDWIDE fRCH /Architecture, Inc., P.C. Seal y Af -YASf f'>� 36s6i SJO N ALS E <rel, 17 Thorson Thorson -Baker -i- Associates C O N S U L T I N G E N GI N E E R S 3030 West Streetsboro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax 1111111110 ARCHITECTURAL SYMBOLS: zn_� REVISIONS X ELEVATION NO A X.X SHEEP NO. ODOOR NUMBER ROOM NAME ROOM NUMBER DETAIL NO. eX A-X.X SHEET NO. ELEVATION NO. X SECTION NO. X -X. X SHEET NO. A-X.X SHEET NO. PROJECT TYPE: ❑ NEW CORPORATE M RELOCATION ❑ FRANCHISE ❑ REMODEL (OPEN) ❑ REMODEL (CLOSED) LAB TYPE: ❑ FULL LAB ❑ NO LAB FINISH LAB SITE TYPE: ❑ INDOOR LOCATION OUTDOOR LOCATION Pearle 5tandard Version Number: V D ECC 1 00 - ,-ry TUKWILA s 29 2015 Pearle Vision Project No. CG427 Architect's Project No. 032580.000 ).-,-RNiia CENTER Title SPECIFICATIONS Date 03. 18.1 G Sheet Drawn By TBA Checked By TBA 5tore Number MET- I .2 CG4271 Of