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Permit PG19-0165 - APPLE - ADD SINK AND POINT OF USE WEATHER HEATER
APPLE 801 SOUTHCENTER MALL PGI 9-0165 Parcel No: Address: City of Tukwila Department ofCommunity Development 63O0SouuhcenterBoulevard, Suite #1O0 Tukwila, Washington 9A1QA Phone: 206'431'3670 Inspection Request Line: 206'438'93SO Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 92024700I0 Permit Number: PG19'0165 8O1SOUTHCENTERMALL Project Name: APPLE Issue Date: 1/16/2020 Permit Expires On: 7/14/2020 Owner: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: WESTFIELD PROPERTY TAX DEPT POBOX BU94U,Q0LS8AD\WA, 92013 ]UST|NV|LHAU[R 8370WILSHIRE 8LVDSUITE 33O' BEVERLY HILLS, WA, 90211 FIRST CHOICE PLUMBING 34816 l8THAVE SW, FEDERAL WAY, VVA'98O2J '~' Phone: (253)359'7042 Expiration Date: 2/12/2021 DESCRIPTION OFWORK: ADDING ONE SINK. ADDING ONE SINK. REVISION #1: ADD POINT OF USE WEATHER HEATER Valuation of Work: $5,000.00 Water District: TUKVV|LA Sewer District: TUKWILA Fees Collected: $169.15 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ96-46B: Code: ermit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state nrlocal laws regulating construction orthe performance vfwork. |amauthorized tosign and obtain this development permi;and agree tnthe conditions attached tnthis permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, u/if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: ***PLUW1B|NG/GASPIPING PERMIT OJND[OONS*** Z: 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 bemaintained atthejobandavai|aNetothe plumbing inspector. 4: All plumbing and gas piping systems shall beinstalled incompliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: Noportion ofany plumbing system orgas piping shall beconcealed until inspected and approved, S: 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 th,e 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 iumade toprotect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tominimum R'3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than l8gauge. 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. lO: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected inaccordance with the requirements ufthe building code. ll: Piping inthe ground shall belaid onafirm bed for its entire length, Trenches shall bebackfi||edinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnderhU,frozen earth, orconstruction debris, 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or anapproval of, any violation ofany of the provisions ofthe Plumbing Code nrFuel Gas Code orany other ordinance ofthe jurisdiction. 13: The applicant agrees that heorshe will hire licensed plumber toperform 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 nrother occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH1NPLUK8Q|NG CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. T619 - 0 Project No. Date Application Accepted: / 0 I". 11 Date Application Expires: .4" --- I --ID (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Tenant Name: King Co Assessor's Tax No.: 801 Southcenter Mall, Tukwila, WA 98188 Apple Suite Number: Floor: New Tenant: Yes PROPERTY OWNER Name: Westfield Southcenter Address: 2800 Southcenter City: Seattle State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Justin Vilhauer Address: 8370 Wilshire blvd. Suite 330 City: Beverly Hills State: CA Zip: 90211 Phone: (559) 802-8255 Fax: Email: Justin@permitadvisors.com L.No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 5,000 Scope of Work (please provide detailed information): I sink added. Building Use (per Int'l Building Code): Mercantile Occupancy (per Int'l Building Code): Utility Purveyor: Water 2 Sewer HAApplicationsTorms-Applications On Line \201 I Applications‘Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bit Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks 1 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 protect ions (1-5) Fixture Type (NY Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste • Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules, Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: Print Name: Justin Vilhauer Mailing Address: 8370 Wilshire Blvd. Suite 330 Day Telephone: Beverly Hills City Date: 10/18/2019 (559) 802-8255 CA 90211 State Zip IJ:\ApplicalienstForms-Applicalions On Line \ 2011 Applications \Plumbing Permit Application Revised 8-9-1 I :do es Revised: August 2011 bh Page 2 of 2 Receipt Number DESCRIPTIONS ACCOUNT 1 QUANTITY I 1 PermitTRAK PAID $139.65 PG19-0165 Address: 801 SOUTHCENTER MALL Apri: 9202470010 $139.65 PLUMBING $133.00 PERMIT FEE R000.322.100.00.00 0.00 $98.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $6.65 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19754 R000.322.900.04.00 0.00 $6.65 $139.65 Date Paid: Thursday, January 16, 2020 Paid By: GARTLAND ENTERPRISES INC Pay Method: CHECK 2409 Or; rs.-I• The arer•In‘t Ion! inn/ 1 g 1(1)11 g•')Q DM 1 nf 1 irl121111 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $3,087.01 D19-0338 Address: 801 SOUTHCENTER MALL Apn: 9202470010 $2,692.84 DEVELOPMENT $2,692.84 PLAN CHECK FEE I R000.345.830.00.00 I 0.00 $2,692.84 EL19-0865 Address: 801 SOUTHCENTER MALL Apn: 9202470010 $249.81 ELECTRICAL $249.81 PLAN CHECK FEE R000.345.832.00.00 0.00 I $249.81 M19-0178 Address: 801 SOUTHCENTER MALL Apn: 9202470010 $114.86 MECHANICAL $114.86 PLAN CHECK FEE R000.322.102.00.00 I 0.00 I $114.86 PG19-0165 Address: 801 SOUTHCENTER MALL Apn: 9202470010 $29.50 PLUMBING $29.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18881 R000.322.103.00.00 0.00 $29.50 $3,087.01 Date Paid: Monday, October 21, 2019 Paid By: PERMIT ADVISORS INC Pay Method: CHECK 10838 Printed: Monday, October 21, 2019 4:20 PM 1 of 1 CR W YS TEM S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Ltd Type of Inspection: 341) r 1 'AJ& ih�y Address: Date Called: special Instructions: Date Wanted: a.m. p Requester: Sce'Ti pA-0...5'' Phone No: AApproved per applicable codes. COMMENTS: Corrections required prior to approval. wY l Inspector: Date: 2_f REINSPECTJON FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A-PPL Address: r; Type of Inspection: PC B/4 'm- ate Called: ,Requeste AP/Wig Phone No: 7 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call. to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .13 tezc 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431.360 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: S � a.m. p.m_. Requester: Phone No: Approved per applicable codes. CO MENTS Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 0 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0165 DATE: 10/23/2019 PROJECT NAME: APPLE SITE ADDRESS: 801 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: lUdingkItiiontbliP PuAV/)WoIAN I6 Public rks Fire Prevention Structural P P Planning Division Permit Coordinator P • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/24/19 Structural Review Required REVIEWER'S INITIALS: DATE: P APPROVALS OR CORRECTIONS: Approved Corrections Required P DUE DATE: 11/21/2019 Approved with Conditions ri Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 Date: / C City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. /6/Zoo Plan Check/Permit Number: O Response to Incomplete Letter # 0 Response to Correction Letter # W.— Revision # before Permit is Issued El Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: Project Address: Contact Person: Phone Number: 702 / Summary of Revision: Vbs- .1gx( €fe-( 4L, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: EI Entered in TRAKiT on WAPermit Center (Rachelle)\FormsTermit Center Documents (Word)\Revision Submittal Form.doc CA tabor & Industries (https:/ilni.wa.cov) Contractors FIRST CHOICE PLUMBING Owner or tradesperson Principals GARTLAND, RAYMOND EMERY, PRESIDENT Doing business as FIRST CHOICE PLUMBING 34816 18th ave SW FEDERAL WAY, WA 98023 253-359-7042 KING County WA UBI No. Business type 603 045 478 Corporation Parent company GARTLAND ENTERPRISES INC License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties PLUMBING License no. FIRSTCP900PE Effective — expiration 10/05/2010— 02/12/2021 Bond Navigators Ins Co Bond account no. NAV00011142 Received by L&I 10/22/2019 $6,000.00 Effective date 11/12/2019 Expiration date Until Canceled Wesco Insurance Co $6,000.00 Bond account no 46WB069882 Received by L&I Effective date 11/04/2015 11/12/2015 Expiration date Until Canceled Bond history Insurance Farmers Ins Exchange $1,000,000.00 Policy no. 606264397 Received by L&I Effective date 01/22/2019 02/09/2017 Expiration date 02/09/2020 Insurance history Savings No savings accounts during the previous 6 year period. ABBREVIATIONS AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACP ACOUSTICAL CEILING PANEL ACST ACOUSTICAL AD AREA DRAIN ADDM ADDENDUM ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED AOR ARCHITECT OF RECORD APPROX APPROXIMATE ARCH ARCHITECT, ARCHITECTURAL AUTO AUTOMATIC AV AUDIO VISUAL BB BULLETIN BOARD BD BOARD BKS BACKSTAGE BLDG BUILDING BLKG BLOCKING BO BOTTOM OF BON BACK OF HOUSE, BACKSTAGE BOT BOTTOM BRG BEARING BRZ BRONZE BSMT BASEMENT BUR BUILT UP ROOFING C CB CEM CG CH CI CJ CIP CL CLG CLO CLR CMU CONTRACTOR CATCH BASIN CEMENT, CEMENTITIOUS CORNER GUARD COAT HOOK CAST IRON CONTROL JOINT CAST -IN -PLACE CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET CSWK CASEWORK CTR CENTER CU CUBIC D DEEP, DEPTH DBL DOUBLE DEMO DEMOLISH, DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL, DIAGRAM DIM DIMENSION DIV DIVIDE, DIVISION DM DEVELOPMENT MANAGER DMPF DAMPPROOF DN DOWN DOR DESIGNER OF RECORD DR DOOR, DRESSING ROOM DS DOWNSPOUT DW DISHWASHER DWG DRAWING DWR DRAWER E EAST EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR ENCL ENCLOSE, ENCLOSURE FOR ENGINEER OF RECORD EP ELECTRIC PANEL EO EQUAL EQUIP EQUIPMENT EXH EXHAUST EXP EXPANSION, EXPOSED EXIST, EXISTING (E) FA FIRE ALARM FCIO FURNISHED BY CONTRACTOR INSTALLED BY OWNER FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDTN FE FEC FF FH FHC FIG FIN FLEX FLR FO FOH FOIC F010 FP FR FRMG FRT FT FTG FT! FUT FVC FWC FWP FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR, FLOORING FACE OF, FINISHED OPENING FRONT OF HOUSE FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FIRE PROTECTION, FIREPROOF FRAME, FIRE RATED FRAMING FIRE RETARDANT TREATED FOOT, FEET FOOTING FLUSH TROUGH INITIATIVE FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING FABRIC WRAPPED PANEL(S) GA GAGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GEN GENERAL, GENERATOR GFRC GLASS -FIBER REINFORCED CONCRETE GFRG GLASS -FIBER REINFORCED GYPSUM GFRP GLASS -FIBER REINFORCED PLASTIC GL GLASS GLB GRAPHIC LIGHT BOX GYP GYPSUM GYP BD GYPSUM BOARD H HIGH HB HOSE BIBB HCWD HOLLOW CORE WOOD HD HAND DRYER HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HT HEIGHT HVAC HEATING VENTILATING AND AIR CONDITIONING ID INSIDE DIAMETER IN INCH INCL INCLUDE, INCLUDING INFO INFORMATION INSUL INSULATE, INSULATION JAN JANITOR JT JOINT KIT KITCHEN, KITCHENETTE .L LAM LAV LCP LL LT LTG LONG LAMINATE, LAMINATED LAVATORY LUMINOUS CEILING PANEL LANDLORD LIGHT LIGHTING MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURE MH MOP HOLDER MIN MINIMUM, MINUTE MIR MIRRORED MISC MISCELLANEOUS MGO MASTER GRID ORIGIN MO MASONRY OPENING MR MIRROR MS MOP SINK MTD MOUNTED MTL METAL MVBL MOVABLE MW MODULAR WALL N NORTH NIC NOT IN CONTACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O OWNER OC ON CENTER OCC OCCUPANT, OCCUPANTS OH OVERHEAD OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN OTS OPEN TO STRUCTURE ABOVE PRCST PRECAST PERP PERPENDICULAR PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL PL PROPERTY LINE PR PAIR PROP PROPERTY PT PAINT, POINT, PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTD/WR PAPER TOWEL DISPENSER/ WASTE RECEPTACLE PTN PARTITION R RADIUS, RISER RCP REFLECTED CEILING PLAN RD ROOF DRAIN, ROAD REF REFER TO, REFERENCE, REFRIGERATOR REINF REINFORCED, REINFORCING READ REQUIRED REV REVISED, REVISION RFG ROOFING RM ROOM RO ROUGH OPENING RS REMOTE STOCK RT RIGHT S SOUTH SCD SEAT COVER DISPENSER SCWD SOLID CORE WOOD SCHED SCHEDULE SD STORM DRAIN, SOAP DISPENSER SECT SECTION SF SQUARE FOOT, SQUARE FEET SGL SINGLE SHT SHEET SHTHG SHEATHING SIM SIMILAR SM SQUARE METERS SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SPKLR SPRINKLER SPKR SPEAKER SQ SQUARE SS STAINLESS STEEL, SERVICE SINK STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T TREAD T&G TONGUE AND GROOVE TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY TER TERRAZZO THK THICK, THICKNESS TMPD TEMPERED TPD TOILET PAPER DISPENSER TO TOP OF TSTAT THERMOSTAT TV TELEVISION TYP TYPICAL UCS UNIVERSAL CEILING SYSTEM UGND UNDERGROUND UON UNLESS OTHERWISE NOTED UR URINAL UTA UNIVERSAL TROUGH ASSEMBLY VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VENEER VR VAPOR RETARDER W WEST, WIDE, WATT W/ WITH W/G WITHOUT WAP WIRELESS ACCESS POINT WC WATER CLOSET, WALLCOVERING WCS WOOD CEILING SYSTEM WD WOOD WH WALL HYDRANT WP WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WR WATER RESISTANT, WASTE RECEPTACLE WT WEIGHT XFMR TRANSFORMER REFERENCE SYMBOLS ? ? ? ? .> BUILDING SECTION ENLARGED DETAIL EXTERIOR ELEVATION MATCHLINE STRUCTURAL/EXISTING COLUMN GRIDLINE INDICATOR 7 DATUM INDICATOR OR WORK Anik vir SOUTHCENTER - TUKWILA, WA - R106 WALL SECTION SECTION DETAIL INTERIOR ELEVATION DRAWING REVISION MASTER GRIDLINE M 4 MASTER GRID \\\\\\\\\\\\\\\\ MODULAR — — — — — — — CENTERLI NEW EXISTING TO .1..1 1 HR FIRE amiminasaim 'ammo 2 HR FIRE 3 HR FIRE 4 HR FIRE STRUCTURAL — — LEASELI VICINITY MAP (Dg SITE MAP TRUE PAN APPLE STORE - R106 REMOTE BREAKROOM GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA AND CONSTRUCTION REQUIREMENTS. 5. DIMENSIONS SHOWN AS 'VIE' SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD BY LAYING OUT THE PARTITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS PRIOR TO PROCEEDING WITH WORK. 6. DIMENSIONS SHOWN AS 'CLEAR' OR 'HOLD' SHALL BE MAINTAINED AND ALLOW FOR THICKNESS OF FINISHES; INCLUDING FLOOR FINISHES. NOTIFY ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS PRIOR TO PROCEEDING WITH WORK. 7. DIMENSIONS ARE TO THE GRIDLINES OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 8. ELEVATIONS REFERENCED ARE ABOVE FINISH FLOOR FOR EACH ROOM THROUGHOUT TENANT SPACE, UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS MAY VARY FROM ROOM TO ROOM DEPENDING UPON FLOOR FINISHES. 9. UNLESS OTHERWISE INDICATED, DIAGONAL WALLS ARE AT A 45-DEGREE ANGLE TO THE PROJECT COLUMN GRIDS. CODE INFORMATION AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA, WASHINGTON BUILDING CODE: ACCESSIBILITY CODE: ENERGY CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRICAL CODE: FIRE CODE: 2015 INTERNATIONAL BUILDING CODE ANSI 117.1-09 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE 2017 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL FIRE CODE SCOPE OF WORK REMODEL OF EXISTING TENANT RETAIL SALES AREA WORK INCLUDES THE REPLACEMENT OF EXISTING SALES AREA FIXTURES, FLOOR FINISHES, AND DOOR HARDWARE AT BACK OF HOUSE DOORS. PROJECT INFORMATION OCCUPIED SQUARE FOOTAGE: MAIN STORE REMOTE BREAK ROOM OCCUPANCY GROUP: CONSTRUCTION TYPE: OCCUPANT LOAD: MAIN STORE: REMOTE BREAK ROOM: SPRINKLERED (YES/NO): FIRE ALARM (YES/NO): SEISMIC DESIGN CATEGORY: WIND DESIGN SPEED/EXPOSURE/I-FACTOR: PROJECT DIRECTORY CLIENT: APPLE INC. ONE APPLE PARK WAY CUPERTINO, CA 95014 PHONE: 408-960-4241 CONTACT: STEPHEN MYERS EMAIL: STEPHEN.MYERS@APPLE.COM ARCHITECT: MCG ARCHITECTURE 250 SLITTER STREET SAN FRANCISCO, CA 94108 PHONE: 415.974.6002 CONTACT: YOUNG WONG EMAIL: YWONG@MCGARCHITECTURE.COM MECHANICAL/PLUMBING/ELECTRICAL: ACIES ENGINEERING 371 OLCOTT STREET SANTA CLARA CA 95054 PHONE: 408-522-5255 FAX: 408-522-5260 CONTACT: GARY PHAM EMAIL: GARY@ACIES.NET GENERAL CONTRACTOR: TBD 5,885 SF 1,254 S.F 66 OCC 10 OCC YES YES 115mph/ B / +/-0.18 PROPERTY OWNER: (LANDLORD): WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE WA 98188 PHONE: 206.246.0423 CONTACT: EMAIL: south center@U s.westfield.com DRAWING INDEX SHEET NO. SHEET NAME rn N o � 0 rn PAGE TURN COMMENTS REV-XX MM/DD/YYYY E � x x REV-XX MM/DD/YYYY A-001 GENERAL INFORMATION • • A-011 EGRESS PLAN • • AD-111 DEMOLITION PLAN • • A-111 BACKSTAGE & REMOTE BREAK ROOM FLOOR PLAN • • A-121 FFE & SIGNAGE PLAN • • A-401 INTERIOR ELEVATIONS • • A-611 INTERIOR DETAILS - SALES AREA WALLS • • A-703 BACKSTAGE - INTERIOR ELEVATIONS • A-723 BACKSTAGE - MILLWORK DETAILS • • A-732 BACKSTAGE DETAILS • A-812 DOOR LEGEND & DETAILS • • RESPONSIBILITY MATRIX SHEET NO. SHEET NAME 90% SET 09/13/2019 PAGE TURN COMMENTS REV-02 08/15/2018 REV-XX MM/DD/YYYY E x x w rx MECHANICAL M-001 MECHANICAL GENERAL NOTES, SCHEDULES & SYMBOLS • • M-161 REMOTE BREAK ROOM - MECHANICAL PLAN • • M-901 MECHANICAL COMPLIANCE • • M-902 MECHANICAL COMPLIANCE • • ELECTRICAL E-001 ABBREVIATIONS, REFERENCE SYMBOLS, VOLTAGE DROP • • E-111 REMOTE BREAK ROOM - LIGHTING PLAN • • E-501 ELECTRICAL RISER DIAGRAM • • E-516 LIGHTING COMPLIANCE • • E-517 LIGHTING COMPLIANCE • • PLUMBING P-001 LEGEND, GENERAL NOTES AND SCHEDULES • • P-141 PLUMBING FLOOR PLAN • • P-601 PLUMBING DETAILS • • CATEGORY BACKSTAGE - DIRTT FURNISH O NO. DEMOLITION • • 2 DEMISING WALL FRAMING DEMISING WALL FINISHES SECURITY DEVICE ROUGH IN SECURITY DEVICES, CCTV & CABLING KEYPAD/CARD READER • • • • • • • • • • DETEX • • WALL • • 9 MILLWORK • • 10 LIGHT • • 11 ELECTRICAL • • 12 DATA • • SEPARATE PERMIT RE UIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION ri i� Y zn: _.. CODE" C: DANCE ARRkO'vLD OCT 28 20.19 City of Tukwila BUIL.D:NG RECEIVED CITY OF TUKWILA OCT 2 2019 PERMIT CENTER Apple Inc. One Apple Park Way Cupertino, CA 95014 Architect: MCG ARCHITECTURE WWW.MCGARCHITECTURE.COM MEP ENGINEER: ACIES ENGINEERING WWW.ACIES.NET Apple Store Southcenter Tukwila, WA Project R106 This set originated using Apple Imperial Bulletin 7.2 Rev-05 Dated 05/16/2019 Printed Full (30"x42"), Half (15"x21 ") Issued/Revised 90% CONSTRUCTION DRAWINGS PAGE TURN COMMENTS 7 GENERAL INFORMATION Date 9/13/2019 9/23/2019 10/3/2019 2:12:48 PM A-001 PLUMBING FIXTURE SCHEDULE ID DESCRIPTION MANUFACTURE MODEL ROUGH -IN REMARKS W V CW HW KS-1 KITCHEN SINK (ADA) ELKAY LRAD312265 2" 1-1/2" 1/2" 1/2" 31"x22" SINGLE BOWL STAINLESS STEEL SINK, SEAMED UNDERMOUNT, WITH MR2 PATTERN, ELKAY LK7921SSS FAUCET, 1.5 GPM, ELKAY LF1110 WATER TRAP, ELKAY LK99 BASKET STRAINER AND 3M FILTER WH3/CC350 WHA WATER HAMMER ARRESTER SIOUX CHIEF 650 SERIES 1/2" - 1 _ 11 F.U. FIXTURE UNIT COUNT, 1/2" CONNECTION. PROVIDE ACCESS PANEL. WCO WALL CLEANOUT ZURN ZN-1446-BP SEE PLAN DURA-COATED CAST IRON BODY, GAS AND WATER TIGHT BRONZE PLUG AND STANNESS WALL ACCESS COVER WITH SECURING SCREW. WALL CLEANOUT COVER MUST BE FLUSHED TO THE WALL. ACCESS PANEL KARP KRVB OR EQUAL RECESSED 16 GAGE STEEL BOX, 14 GAGE STEEL DOOR, FIRE -RATED. HOT WATER SYSTEM SCHEDULE ID DESCRIPTION MANUFACTURE MODEL ROUGCNN Q,TY REMARKS LOCATION HW IWH-1 INSTANTANEOUS WATER HEATER CHRONOMITE M-40l208 1/2" 1/2" 1 0.65 GPM ACTIVATION, 1.5 GPM @ 38°F TEMPERATURE RISER, 208V/60HZ, 1 PH, 8,320 WATTS, 40 AMPS. PROVIDE A ISOLATION VAVLE KIT SET. UNDER KITCHEN SINK SEISMIC RESTRAINTS GUIDELINES FOR PIPING 1. ALL SEISMIC RESTRAINTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SEISMIC RESTRAINT GUIDELINES MANUAL AND ALL CERTIFIED SUBMITTAL DATA. 2. TRANSVERSE BRACE SPACING SHALL NOT EXCEED 50 FEET UP TO 0.25g, 40 FEET UP TO 1.0g, AND 20 FEET UP TO 2.0g FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. LONGITUDINAL SPACING SHALL NOT EXCEED 80 FEET UP TO 1.0g, AND 40 FEET UP TO 2.0g FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. 3. STEEL AND COPPER PIPE WITH SCREWED CONNECTIONS BRACE SPACING SHALL NOT EXCEED 1/2 THE SPACING LISTED IN NOTE 2 GUIDELINES. FOR PVC, PVDF, FRP, AND OTHER SPECIALTY PIPING, BRACE SPACINGS SHALL NOT EXCEED 1/2 THE SPACINGS LISTED IN NOTE 2. ALL PIPE MUST BE CONSIDERED FULL OF WATER WHEN DETERMINING SEISMIC BRACE REQUIREMENTS UNLESS SPECIFICALLY ENGINEERED OTHERWISE. 4. TRANSVERSE RESTRAINT FOR ONE PIPE SECTION MAY ALSO ACT AS A LONGITUDINAL RESTRAINT FOR A PIPE SECTION OF THE SAME SIZE CONNECTED PERPENDICULAR TO IT IF THE RESTRAINT IS INSTALLED WITHIN 24 INCHES OF THE ELBOW OR TEE OR COMBINED STRESSES ARE WITHIN ALLOWABLE LIMITS AT LONGER DISTANCES. 5, HOLD DOWN CLAMPS MUST BE USED TO ATTACH PIPE TO ALL TRAPEZE MEMBERS BEFORE APPLYING RESTRAINTS. 6. BRANCH LINES MAY NOT BE USED TO RESTRAINT MAIN LINES. 7. PROVIDE REINFORCED CLEVIS BOLTS WHEN REQUIRED. 8. PIPING CROSSING BUILDING SEISMIC OR EXPANSION JOINTS, PASSING FROM BUILDING TO BUILDING, OR SUPPORTED FROM DIFFERENT PORTIONS OF THE BUILDING SHALL BE INSTALLED TO ALLOW DIFFERENTIAL SUPPORT DISPLACEMENTS WITHOUT DAMAGING THE PIPE, EQUIPMENT CONNECTIONS, OR SUPPORT CONNECTIONS. PIPE OFFSETS, LOOPS, ANCHORS, AND GUIDES SHALL BE INSTALLED AS REQUIRED TO PROVIDE SPECIFIED MOTION CAPABILITY AND LIMIT MOTION OF ADJACENT PIPING. 9. PROVIDE APPROPRIATELY SIZED OPENINGS IN WALLS, FLOORS, AND CEILINGS FOR ANTICIPATED SEISMIC MOVEMENT. PROVIDE FIRE SEAL SYSTEMS IN FIRE -RATED WALLS. 10. GAS PIPING LESS THAN 1" I.D. NEED NOT BE BRACED. 11. WHERE RIGIDLY SUPPORTED PIPES ARE CONNECTED TO EQUIPMENT WITH VIBRATION ISOLATION, THOSE CONNECTIONS MUST BE CAPABLE OF ACCOMMODATING SEISMIC DISPLACEMENTS. CONVERSELY, WHEN SMALLER UNSUPPORTED PIPES ARE CONNECTED TO RIGIDLY SUPPORTED EQUIPMENT, (i.e., COILS, etc.); THOSE JOINTS MUST BE CAPABLE OF ACCOMMODATING MOVEMENT OF THE PIPES. 12. RIGID PIPING SYSTEMS MAY NOT BE BRACED TO DISSIMILAR PARTS OF THE BUILDING OR TO DISSIMILAR BUILDING SYSTEMS WHICH MAY RESPOND DIFFERENTLY DURING AN EARTHQUAKE. DO NOT BRACE A SYSTEM TO TWO INDEPENDENT STRUCTURES SUCH AS CEILING AND WALL. 13. SEISMICALLY RESTRAIN ALL FUEL OIL PIPING, GAS PIPING, MEDICAL GAS PIPING, AND COMPRESSED AIR PIPING FOR FUEL OIL AND ALL GAS PIPING THAT IS 1" I.D. OR LARGER. TRANSVERSE RESTRAINTS MUST BE AT 20 FT MAXIMUM AND LONGITUDINAL RESTRAINTS AT 40 FT MAXIMUM SPACING. 14. PIPING LOCATED IN BOILER ROOMS, MECHANICAL EQUIPMENT ROOMS, AND REFRIGERATION EQUIPMENT ROOMS THAT IS 1-1/4" I.D. AND LARGER MUST BE SEISMICALLY RESTRAINED. 15. ALL OTHER PIPING 2-1/2" DIAMETER AND LARGER MUST BE SEISMICALLY RESTRAINED. 16. SEISMIC RESTRAINTS MAY NOT BE USED FOR ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS AS MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IS ATTACHED. HOWEVER, IF THE 12" LIMIT IS EXCEEDED BY ANY HANGER IN THE RUN, SEISMIC BRACING IS REQUIRED FOR THE RUN. 17. THE 12" EXEMPTION APPLIES FOR TRAPEZE SUPPORTED SYSTEMS IF THE TOP OF EACH ITEM SUPPORTED BY THE TRAPEZE QUALIFIES. 18. WHERE THERMAL EXPANSION IS A CONSIDERATION, GUIDES AND ANCHORS MAY BE USED AS TRANSVERSE AND LONGITUDINAL RESTRAINTS PROVIDED THEY HAVE A CAPACITY EQUAL TO OR GREATER THAN THE RESTRAINT LOADS IN ADDITION TO THE LOADS INDUCED BY EXPANSION OR CONTRACTION. 19. STEEL STRUTS SHALL BE 1-5/8" WIDE IN VARYING HEIGHTS AND MIG-WELDED COMBINATIONS AS REQUIRED TO MEET LOAD CAPACITIES AND DESIGNS INDICATED. A MATERIAL HEAT CODE, PART NUMBER, AND MANUFACTURER'S NAME SHALL BE STAMPED ON ALL STRUT AND FITTINGS TO MAINTAIN TRACTABILITY TO MATERIAL TEST REPORTS. 20. SEISMIC RESTRAINTS FOR PIPING SYSTEMS SHALL WITHSTAND A LATERAL FORCE EQUAL TO SD% OF THE WEIGHT OF THE PIPING SYSTEM AND ITS CONTENTS. SEISMIC BRACING SHALL CONFORM TO THE CURRENT ADOPTED EDITION OF THE WASHINGTON BUILDING CODE AND SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES FOR SEISMIC RESTRAINT, LATEST EDITION. 21. SPECIAL PIPE HANGER AND SUPPORT PROVISIONS REQUIRED FOR CONTROL OF PIPE EXPANSION, VIBRATION, AND SOUND TRANSMISSION IN CERTAIN PIPING SHALL BE DONE IN ACCORDANCE WITH GOOD SOUND ATTENUATION PRACTICE. 22. SUPPORT CHANNELS, FRAMES, BRACKETS, AND LEGS OF SPECIAL SUPPORTS SHALL BE OF UNISTRUT, SUPERSTRUT, OR ACCEPTED EQUAL, WITH CHANNELS, ATTACHING CLIPS, PIPE CLAMPS, AND OTHER REQUIRED ACCESSORIES. 23. PLASTIC PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CODE REQUIREMENTS (REVIEW WITH JURISDICTION). SHIMS SHALL BE PROVIDED TO PREVENT PIPE SAG BETWEEN FITTINGS. 24. SPACING OF TRAPEZE HANGERS SHALL BE DETERMINED BY THE SMALLEST PIPE ON THE TRAPEZE. SIZES OF RODS FOR TRAPEZES SHALL BE GOVERNED BY THE LARGEST PIPE ON THE TRAPEZE. 25. TRAPEZE HANGERS SHALL NOT BE LIGHTER THAN 16 GAUGE AND, WHEN EXPOSED TO WEATHER, NOT LIGHTER THAN 12 GAUGE. PIPING THAT RUNS IN PARTITIONS AND IS NOT SUPPORTED FROM CEILING OR FLOOR SHALL BE SECURELY AND INDEPENDENTLY FASTENED TO THE PARTITION MEMBERS WITH CLAMPS OR BRACKETS. 26. LATERAL MOTION OF PIPING WILL NOT CAUSE DAMAGING IMPACT WITH SURROUNDING SYSTEMS (e.g. OTHER PIPE, DUCT, EQUIPMENT, SPRINKLER HEADS, etc.) OR CAUSE LOSS OF SYSTEM VERTICAL SUPPORT. 27. VERTICAL SUPPORT CONNECTIONS CANNOT DEVELOP MOMENTS (e.g. SWIVEL JOINTS, EYE BOLTS, VIBRATION ISOLATION HANGERS, etc.). 28. VERTICAL CAST IRON RISERS ATTACHED WITH SHIELD AND CLAMP ASSEMBLIES MUST BE STIFFENED AT THE CONNECTION POINTS OF ANY UNSUPPORTED SECTION OF PIPE. 29. VERTICAL RISERS IN AN OPEN SHAFT MUST BE ATTACHED TO THE SUPPORTS WITH CONNECTIONS SIZED TO ACCEPT THE HORIZONTAL SEISMIC LOADS. GENERAL NOTES 1. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 2. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO 2015 THE INTERNATIOAL PLUMBING CODE AND LOCAL AMENDMENTS. IN CASE OF CONFLICTS WITH CODES, DRAWINGS, OR SPECIFICATIONS, THE MOST STRINGENT SHALL BE FOLLOWED. 3. THE DRAWINGS WERE PREPARED WITH THE BEST STRUCTURAL AND ARCHITECTURAL INFORMATION AVAILABLE. IT 1S UNDERSTOOD THAT EQUIPMENT LOCATIONS AND ROUTING OF PIPING MAY VARY FROM THAT SHOWN ON THE PLANS AS CONSTRUCTION PROCEEDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO a. NOTIFY THE MECHANICAL ENGINEER OF CONSTRUCTION RESTRAINTS WHICH MAKE VARIATIONS FROM THE PLANS NECESSARY. b. COMPLETE ALL WORK INCLUDING THE VARIATIONS WITHOUT CHARGING EXTRAS TO THE BID CONTRACT. COMPLETION OF WORK MEANS THE JOB IS WORKING AND MEETS ALL CITY, COUNTY, MECHANICAL, PLUMBING, AND BUILDING CODE REQUIREMENTS. 4. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY REQUIREMENTS. CONTRACTOR SHALL COMPLY TO THE SAFETY REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING JURISDICTION WITHOUT CHARGING EXTRA TO THE BID CONTRACT. 5. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT MANY OFFSETS, BONDS, UNIONS, SPECIFIC FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED. 6. THE PLUMBING CONTRACTOR SHALL PROVIDE THE WATER, SEWER, AND STORM DRAIN SYSTEMS TO A POINT OF CONNECTION 6" ABOVE GROUND OR FLOOR SLAB OR AS INDICATED ON PLANS. PIPING BEYOND THIS POINT IS SPECIFIED UNDER ANOTHER SECTION OF THE SPECIFICATION AND SHALL BE AS SHOWN ON THE CIVIL PLANS. 7. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTION AND SHALL MAKE APPLICATION FOR SERVICE AND PERMITS IN THE NAME OF THE OWNER AND SHALL PAY ALL FEES AND CHARGES INCLUDING THE COST OF VAULTS AND METERS. CONTRACTOR SHALL MAKE VARIATIONS PER UTILITY COMPANY'S REQUIREMENT WITHOUT CHARGING EXTRA TO THE BID CONTRACT. 8. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT, STRUCTURAL FRAMING, SKYLIGHT, ETC. 9. REQUIREMENTS OF PIPING RUNNING THROUGH OR PARALLEL TO FOOTING PER STRUCTURAL DETAILS AND COORDINATE WITH THE STRUCTURAL ENGINEER. 10. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING ACCESS PANELS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS AND ELECTRICAL LIGHTING PLANS. ELECTRICAL LIGHTING PLAN. 11. COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL PLANS. ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. 12. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH - IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. 13. CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE THE BUILDING SHALL BE MADE WITH TWO (2) DIELECTRIC UNIONS SEPARATED BY A 12 INCH SECTION OF RED BRASS PIPE. 14, ALL PIPING TO BE SUPPORTED WITH HANGERS AND BRACKETS WHICH PROVIDE ISOLATION FROM FRAMING. CONTACT BETWEEN PIPE AND SUPPORT TO BE LINED WITH PLASTIC OR FELT. PROVIDE AND INSTALL THERMAL HANGER SHIELD OR SADDLE PIPE SUPPORT FOR DOMESTIC HOT WATER PIPING. 15. ALL FLOOR AND WALL PENETRATIONS MUST BE SEALED WATERTIGHT AND VERMIN PROOF. 16. ALL EXTERIOR WATER SHUTOFF VALVES AND/OR SEWER CLEANOUTS BELOW GROUND SHALL BE INSTALLED IN YARD BOXES WITH THE COVERS CONSPICUOUSLY MARKED "WATER", AND "SEWER" RESPECTIVELY. 17. CONTRACTOR SHALL PROVIDE ALL VALVES, BACKFLOW PREVENTION DEVICES AND INDIRECT WASTE LINES AS REQUIRED. ALL VALVES AND BACKFLOW PREVENTERS MUST BE ACCESSIBLE FOR SERVICE AND MAINTENANCE. ANGLE STOP VALVES SHALL BE LOCATED BELOW EACH LAVATORY AND SINK. WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION, BACKFLOW PREVENTION ASSEMBLY SHALL BE TESTED BY A CERTIFIED TESTER AT THE TIME OF INSTALLATION. COORDINATE MOUNTING HEIGHT WITH THE KITCHEN CONTRACTOR PRIOR OF INSTALLATION. 18. SEE ARCHITECTURAL PLANS FOR HANDICAP FIXTURE LOCATIONS AND MOUNTING HEIGHTS. INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE AND OFFSET P- TRAP AGAINST WALL. ALL FLUSHVALVES FOR HANDICAP SHALL BE LOCATED ON THE HANDICAP WHEELCHAIR ACCESS SIDE OF STALL. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL PLANS. 19. ALL WASTE, SOIL AND VENT PIPING SHALL SLOPE AT 2°la UNLESS OTHERWISE INDICATED. 20. CONTRACTOR SHALL PERFORM THE REQUIRED WATER TEST TO THE GREASE INTERCEPTOR AND SHALL NOT BE BACKFILLED UNTIL THE FULL INSPECTION HAS BEEN MADE. 21. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL. SEE ARCHITECTURAL PLANS FOR PANEL TYPE AND LOCATION BEHIND DRYWALL OR CEILING. 22. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BASE BID. HE SHALL FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND FUTURE WORK TO BE DONE. HE SHALL INCLUDE ALL HIS SITE INFORMATION AND CONDITIONS WITHIN HIS BASE BID. HE SHALL BE RESPONSIBLE FOR COMPLETE AND FULLY FUNCTIONING PLUMBING SYSTEMS. 23. PLUMBING CONTRACTOR SHALL COORDINATE COMPLETE PLUMBING INSTALLATION AND REQUIREMENTS PRIOR TO BASE BID WITH ALL LOCAL DISTRICTS AND GOVERNING AUTHORITIES. INCLUDE ALL FINDINGS WITHIN THE BASE BID. 24. SUBMITTALS AND SHOP DRAWINGS: AS SOON AS POSSIBLE AND WITHIN 21 DAYS AFTER AWARD OF THE CONTRACT, AND BEFORE THEIR PURCHASE, THE CONTRACTOR SHALL SUBMIT ELECTRONICALLY VIA PROJECTRAC TO THE ARCHITECT FOR APPROVAL AND CONTAINING A "COMPLETE" LIST OF MATERIALS, SPECIALTIES AND EQUIPMENT HE IS TO FURNISH FOR THE INSTALLATION. ALL SUBMITTALS SHALL BE MADE AT ONE TIME. 25. ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT, EITHER WITH AN EXPANSION FITTING OR IN ANOTHER MANNER ACCEPTABLE TO THE ENGINEER. 26. EQUIPMENT AND PIPING IN UPPER FLOOR TO BE SUPPORTED FROM STRUCTURAL BEAM. PENETRATIONS TO ROOF DECK ARE NOT ALLOWED. 27. ALL PLUMBING EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION PER BUILDING CODE. CONTRACTOR SHALL PROVIDE PROPER DOCUMENTS AND CALCULATIONS UPON REQUEST, 28. PLUMBING LINES ARE TO BE LOCATED A MINIMUM OF 12" IN HORIZONTAL DISTANCE AWAY FROM THE LEADING EDGES OF ANY PIPE TO THE ESFR SPRINKLER. 29. PROVIDE AND INSTALL CLEANOUT AT THE BASE OF EACH WASTE STACK AND STORM STACK WITH ACCESS PANEL OR APPROVED COVER FLUSH TO THE FINISHED WALL. ALL HORIZONTAL DRAINS SHALL BE PROVIDED WITH CLEANOUTS LOCATED NOT MORE THAN 100 FEET APART. ACCESSIBLE CLEANOUT SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION OF HORIZONTAL WASTE LINES AND BRANCH LINES THAT ARE GREATER THAN 45°. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS OF EQUIPMENT, CABINETS, ETC..., WITH THE ARCHITECT PRIOR TO ANY INSTALLATION. 30. NO PLUMBING PIPING ALLOWED IN STAIRWALL ENCLOSURE ASSEMBLY. 31. ALL SANITARY VENT THROUGH ROOF SHALL MAINTAIN A MINIMUM 10 FT CLEARANCE AWAY FROM ANY FRESH AIR - INTAKES AND SHALL NOT BE LESS THAN 60 INCHES FROM THE PARAPET WALL. 32. TESTING AND DISINFECTION OF POTABLE WATER SYSTEM MUST COMPLY WITH THE 2015 INTERNATIONAL PLUMBING CODE. 33. ALL CONDENSATE DRAIN PIPING WITHIN THE BUILDING AND INSIDE THE WALK-IN COOLER/FREEZER MUST BE INSULATED. FOAM INSULATION SHALL BE 1" THICK ARMAFLEX OR APPROVED EQUAL. 34. NO PENETRATIONS INTO AND OPENING THROUGH EXIT ENCLOSURE ASSEMBLY 36. EXCEPT CONDUIT/PIPING SERVING THE STAIRWAY. 35. COORDINATE ALL CORE DRILL OPENING WITH STRUCTURAL ENGINEER PRIOR TO WORK. 36. PIPES MUST BE RINSED, INSPECTED AND APPROVED BEFORE FINAL CONNECTION OF FILLING OVER. 37. ABS AND PVC IN THE EXPOSED RETURN AIR PLENUMS SHALL HAVE A 3M FIRE BARRIER PLENUM 40. WRAP WITH FLAME -SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPMENT RATING OF NOT MORE THAN 50. MATERIALS INSTALLED WITHIN PLENUMS MUST COMPLY WITH NFPA 255, ASTM E84, AND UL 723. 38. GENERAL CONTRACTOR TO ELEVATE WATER HEATERS AND WATER SOFTENERS WITH 4" CONCRETE PAD. COORDINATE WITH THE STRUCTURAL ENGINEER. 39. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL FITTINGS AND OFFSETS FOR WASTE AND VENT PIPING AS NEEDED TO AVOID CONFLICTS WITH STRUCTURAL BEAMS. 40. PLUMBING CONTRACTOR SHALL PERFORM GAS LEAKAGE TEST IN THE GAS PIPING SYSTEM AT LEAST 1.5 TIMES THE MAXIMUM DELIVERY PRESSURE IN ACCORDANCE WITH FISHERS GAS CURRENT STANDARDS FOR TESTING. CONTRACTOR SHALL COMPLETE AND PROVIDE THE CERTIFICATION OF LEAKAGE TEST FORM TO THE CITY OF BROOMFIELD AFTER TESTING. 41. ALL GAS AND INDIRECT WASTE PIPING ON ROOF SHALL BE SET AT 6'-0" ON CENTER. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GAS CONNECTIONS TO ANY GAS RELATED EQUIPMENT OR APPLIANCES AND MUST FOLLOW THE MANUFACTURER'S INSTALLATION MANUAL. ALL GAS PIPING ON ROOF SHALL BE PAINTED WITH APPROVED ANTI -RUST YELLOW PAINT. 42. PLUMBER TO MAKE THE FINAL PLUMBING CONNECTIONS TO KITCHEN AND BISTRO EQUIPMENT. 43. ALL STORM DRAIN PIPING SHALL SLOPE AT 1, UNLESS OTHERWISE INDICATED. 44. PROVIDE LATERAL SWAY BRACING AT CHANGE IN PIPE DIRECTION FOR 2" OR LARGER THAN 2" DOMESTIC WATER PIPES AND 4" OR LARGER THAN 4" FOR OTHER PIPES. 45. THE LENGTH OF HOT WATER BRANCH LINE FROM HOT WATER MAIN FOR PUBLIC LAVATORY SHALL BE MAX. 2'-0" WITH 1/2" HOT WATER BRANCH LINE PER IECC SECTION C405.5. INSTALL THE HOT WATER MAIN PIPING TO COMPLY THE LIMITATION OF LENGHT OF HOT WATER BRANCH. 46. DUE TO THE CORROSIVENESS OF THE SOIL CONTENT, ALL UNDERGROUND PIPES AND FITTINGS SHALL BE OF PLASTIC MATERIAL ONLY. ANY METAL PIPING AND FITTINGS INSTALLED UNDERGROUND SHALL BE PROTECTED WITH UL LISTED AND APPROVED POLYWRAP MATERIAL. 47. ALL PIPING SHALL MAINTAIN AT LEAST 5'-0" CLEARANCE IN FRONT OF THE HAVC SUPPLY AND RETURN OPENINGS. PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION SS SS SOIL OR WASTE ABOVE FLOOR SS SOIL OR WASTE BELOW FLOOR GW GW GREASE WASTE IW IW INDUSTRIAL WASTE CWV CWV COMBINATION WASTE AND VENT V PLUMBING VENT MPG MPG MEDIUM PRESSURE GAS (5 PISG) G G LOW PRESSURE GAS RWL RWL RAIN WATER LEADER OFL OFL OVERFLOW LEADER SD SD STORM DRAIN OD OD OVERFLOW DRAIN D(P) D(P) PUMPED DRAIN - - CW DOMESTIC HOT WATERR - - - HW - - - - - - - - HWR DOMESTIC HOT WATER RETURN TW TW TEMPERED WATER (TEPID) SW SW CONDENSATE DRAIN CD CD © WHA WATER HAMMER ARRESTOR P.O.C. POINT OF CONNECTION CAPPED III UNION 0 UP PIPE UP D DN PIPE DOWN U DN PIPE TEE DOWN I6I BV BALL VALVE CV CHECK VALVE SV SHUT-OFF VALVE Cj REDUCER PUMP 0 FC0 FLOOR CLEANOUT CD COTG CLEANOUT TO GRADE 11 WCO WALL CLEANOUT HB HOSE BIBB HII GAS COCK WITH UNION 7' PRV PRESSURE REDUCING VALVE AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BG BELOW GROUND, BELOW GRADE CFF CAP FOR FUTURE DN DOWN IE INVERT ELEVATION INV INVERT ELEVATION NTS NOT TO SCALE T&P TEMPERATURE & PRESSURE (E) EXISTING (N) NEW SW SOFT WATER VTR VENT THROUGH ROOF SECTION CALL -OUT DETAIL NUMBER SHEET NUMBER SHEET INDEX SHEET NO. SHEET TITTLE P-001 LEGEND, GENERAL NOTES AND SCHEDULES P-141 PLUMBING FLOOR PLAN P-601 PLUMBING DETAILS PIPE MATERIAL SCHEDULE PIPE MATERIALS .,7 Q4 o; O ' a0 o, 1v .r .r QQ QQ v SERVICE Fes- Q CT co' co G° G°Q.4 CQ REMARKS COLD WATER ABOVE GRADE • BELOW GRADE • HOT WATER ABOVE GRADE • BELOW GRADE • WASTE ABOVE GRADE • NO PLASTIC PIPING WITHIN AIR PLENUMS D 3965 BELOW GRADE •ASTM VENT ABOVE GRADE • NO PLASTIC PIPING WITHIN AIR PLENUMS ASTM D 3965 BELOW GRADE • THERE SHALL BE NO PLASTIC PIPING ALLOWED TO BE NSTALLED WITHIN THE AIR PLENUMS. ALL HORIZONTAL SIPHONIC DRAINAGE PIPING SHALL BE INSULATED WITH 1" THICK FIBERGLASS. INSULATION SHALL COMPLY WITH THE ASTM E 84 FOR FIRE AND SMOKE. DOMESTIC HOT WATER INSULATION STORAGE WATER HEATERS SHALL BE EXTERNALLY WRAPPED WITH 1" FIBERGLASS INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREASER. UNFIRED SERVICE WATER HEATER STORAGE TANKS AND BACKUP TANKS FOR WATER HEATING SYSTEMS SHALL HAVE EITHER: 1. EXTERNAL INSULATION WITH AN INSTALLED R-VALUE OF AT LEAST R-12; INTERNAL AND EXTERNAL INSULATION WITH A COMBINED R-VALUE OF AT LEAST R-16 AND A LABEL ON THE EXTERIOR OF THE TANK SHOWING THE INSULATION R-VALUE; OR 2. SUFFICIENT INSULATION SO THAT THE HEAT LOSS OF THE TANK SURFACE AREA IS LIMITED TO A MAXIMUM OF 15 BTU/HR PER SQFT. IF A CIRCULATING HOT WATER SYSTEM IS INSTALLED, IT SHALL HAVE A CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP(S) WHEN HOT WATER IS NOT REQUIRED. THE PIPING INSULATION FOR ALL SERVICE WATER -HEATING SYSTEMS SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. INSULATION EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE, PROTECTED BY ALUMINUM SHEET METAL, PAINTED CANVAS, OR PLASTIC COVER, CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. PIPIN WATE INDIRE AND TH NONRE TABLE 1 NG F MESTIC TE D OR UNBURIED, FOR RETICULATING SECTIONS OF DOMESTIC HOT ATING SOURC TOT STORAGE TANK FOR AN ATING TE C00 G SYS ING BELOW 55°F, IP FR E S GE TANK FOR LY SU IN A DANCE WITH TABLE 1-T: PIPE INSULATION REQUIREMENTS - MINIMUM R-VALUE. Apple Inc. One Apple Park Way MS 52-RD Cupertino, CA 95014 Architect: MCG Architectural www. mcgarchitecuraLcom MEP Consultant: ACIES Engineering www.acies.net Apple Store Southcenter Tukwila, WA Project Number: This set originated using Apple Imperial Bulletin 7.2 Rev-05 Dated 05/16/2019 Pri ,y1130 x42"), Half (15' 217 - a sec,94Ais c V ll OCT28 nig L+r Of t LEY, SOT0'°s7 CITY OF TUKWILA OCT 2 1 2019 PERMIT CENTER LEGEND, GENERAL NOTES AND SCHEDULES SYSTEM DOMESTIC HOT WATER WITH FIBERGLASS INSULATION PIPE DIAMETER <_2„ }2, R-4 R-6 9/23/2019 1:43:13 PM P-001 EXTEND & CONNECT TO EXISITING WATER MAIN REMOTE BREAK ROOM - ISOMETRIC PLAN WHA r EXTEND & CONNECT TO EXISITING VENT EXTEND & CONNECT TO EXISITING SANITARY SEWER REMOTE BREAK ROOM - WATER SUPPLY PIPING PLAN 1/4" = 1'-0" REMOTE BREAK ROOM - SEWER AND VENT PIPING PLAN 1/4" = 1'-0" SHEET GENERAL NOTES 1 CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO COMMENCEMENT OF WORK AND SHALL INFORM ARICHITECT OF ANY DISCREPANCY. 2 COORDINATE PIPE ROUTING WITH DUCTS CONDUITS AND STRUCTURAL MEMBERS. OFFSET AS REQUIRED. 3 GENERAL CONTRACTOR TO CONFIRM WITH LANDLORD THE EXACT MODEL AND TYPE OF WATER SUBMETER PRIOR TO BID. 4 THE MATERIAL OF CONDENSATE DRAIN PIPE IS COPPER "M". THE CONDENSATE DRAIN PIPE SHALL BE 1% SLOPE PER FOOT. SHEET NOTES O 1 1/2"CW&HW, 2"SS, 1-1/2"V TO KITCHEN SINK. 1/2"CW&HW TO INSTANTANEOUS WATER HEATER. 3 1/2"CW TO ICE M/C OF REFRIGERATOR. 4 EXTEND & CONNECT TO EXISTING DOMESTIC WATER MAIN. VERIFY LOCATION OF EXISTING WATER MAIN. 5 EXTEND & CONNECT TO EXISITNG SANITARY SEWER. VERIFY LOCATION & INVERT OF EXISTING SANITARY SEWER. 6 EXTEND & CONNECT TO EXISTING VENT MAIN. VERIFY LOCATION OF EXISTING VENT MAIN. 7 FAN COIL UNIT. PROVIDE A 3/4"CONDENSATE DRAIN PIPE. COORIDNATE MECHANICAL CONTRACTOR. 8 3/4"CONDENSATE DRAIN PIPE DOWN INTO WALL AND TERMINATE TAILPIECE OF SINK. Gt'OL(D5 APPa.OV YD OCT 28 2019 City cf Tukw;l3 I_jll_ aE'(3 G°iV; :: 1\I RECEIVED CITY OF TUKWILA OCT 2 1 2019 PERMIT CENTER Apple Inc. One Apple Park Way MS 52-RD Cupertino, CA 95014 Architect: MCG Architectural www.mcgarchitecural.com MEP Consultant: ACIES Engineering www.acies.net Apple Store Southcenter Tukwila, WA Project Number: This set originated using Apple Imperial Bulletin 7.2 Rev-05 Dated 05/16/2019 Printed Full (30"x42"), Half (15"x21 ") Issued/Revised Date PLUMBING FLOOR PLAN 9/23/2019 1:43:14 PM P-141 TYPE "M" COPPER TUBING WITH WROUGHT COPPER FITTINGS - 6" MINIMUM VENT - TO TERMINATION CO PLUG r(THREADED) UNION - EQUIPMENT GREATER THAN OR EQUAL TO INTERNAL FAN STATIC PRESSURE. COORDINATE WITH MECHANICAL CONTRACTOR CONDENSATE DRAIN FOR RTU'S (ON ROOF) 12" = 1'-0" TAILPIECE OF SINK P TRAP SINK TRAP ARM WALL 3/4"COPPER FROM HVAC UNIT 3/4"COPPER ELBOW CHROME PLATED ESCUTCHEON 1/2" HW SUPP ISOLATION VALVE KIT J-BOX & CONDUIT SINK 1/2" CW SUPPLY ANGLE STOP, (TYP.) NOTE: INDICATES ITEMS PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. MAY EXTEND AS WASTE OR VENT CLEANOUT TEE lit CLEANOUT PLUG COUNTERSUNK SCREW POLISHED S.S. ACCESS COVER 1/8" BEND AND END OF LINE CLEANOUT WASTE LINE NOTE: REFER TO THE CURRENT PLUMBING CODE FOR HORIZONTAL SPACING. ADJUSTABLE CLEVIS HANGER TYPE 1 IN SPECIFICATIONS HANGER ROD, ATTACH TO STRUCTURE ADD SEISMIC BRACING AS REQUIRED 1" MAX. SIDE VIEW TRAPEZE HANGER FOR UP TO 180 LB. UNIFORM LOAD otbc 1/2" DIA. HANGER RODS WITH 36" MAX. SPACING ON EACH CHANNEL CHANNEL OR 1 1," 12 GAGE 2"x2"x1/2" ANGLE RECEIVED CITY OF TUKWILA OCT 2 1 2019 PERMIT CENTER Apple Inc. One Apple Park Way MS 52-RD Cupertino, CA 95014 Architect: MCG Architectural www.mcgarchitecural.com MEP Consultant: ACIES Engineering www.acies.net Apple Store Southcenter Tukwila, WA Project Number: This set originated using Apple Imperial Bulletin 7.2 Rev-05 Dated 05/16/2019 Printed Full (30"x42"), Half (15"x21") Issued/Revised Date 007 2 3 2019 City Of Tukva BUILD yc; PLUMBING DETAILS 4 CONDENSATE DRAIN CONNECTION TO SINK TAILPIECE -60 SCALE: N.T.S. INSTANTANEOUS HOT WATER HEATER SCALE: N.T.S. WALL CLEANOUT SCALE: N.T.S. TYPICAL PIPE HANGER SCALE: N.T.S. 9/23/2019 1:43:15 PM P-601 PLUMBING FIXTURE SCHEDULE ID DESCRIPTION MANUFACTURE MODEL ROUGH -IN REMARKS W V CW HW KS-1 KITCHEN SINK (ADA) ELKAY LRAD312265 2" 1-1/2" 1/2" 1/2" 31"x22" SINGLE BOWL STAINLESS STEEL SINK, SEAMED UNDERMOUNT, WITH MR2 PATTERN, ELKAY LK7921SSS FAUCET, 1.5 GPM, ELKAY LF1110 WATER TRAP, ELKAY LK99 BASKET STRAINER AND 3M FILTER WH3/CC350 WHA WATERSTEHARMMER ARRE SIOUX CHIEF 650 SERIES - 1/2" - 1 - 11 F.U. FIXTURE UNIT COUNT, 1/2" CONNECTION. PROVIDE ACCESS PANEL. WCO WALL CLEANOUT ZURN ZN-1446-BP SEE PLAN DURA-COATED CAST IRON BODY, GAS AND WATER TIGHT BRONZE PLUG AND STAINESS WALL ACCESS COVER WITH SECURING SCREW. WALL CLEANOUT COVER MUST BE FLUSHED TO THE WALL. ACCESS PANEL KARP KRVB OR EQUAL RECESSED 16 GAGE STEEL BOX, 14 GAGE STEEL DOOR, FIRE -RATED. HOT WATER SYSTEM SCHEDULE ID DESCRIPTION MANUFACTURE MODEL ROUGCW Q'TY REMARKS LOCATION W HW IWH-1 WATER INSTANTANEOUHEATERS CHRONOMITE M-40/208 1/2" 1/2" 1 0.65 GPM ACTIVATION, 1.5 GPM @ 38°F TEMPERATURE RISER, 208V/60HZ, 1 PH, 8,320 WATTS, 40 AMPS. PROVIDE A ISOLATION VAVLE KIT SET. UNDER KITCHEN SINK SEISMIC RESTRAINTS GUIDELINES FOR PIPING 1. ALL SEISMIC RESTRAINTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SEISMIC RESTRAINT GUIDELINES MANUAL AND ALL CERTIFIED SUBMITTAL DATA. 2. TRANSVERSE BRACE SPACING SHALL NOT EXCEED 50 FEET UP TO 0.25g, 40 FEET UP TO 1.0g, AND 20 FEET UP TO 2.0g FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. LONGITUDINAL SPACING SHALL NOT EXCEED 80 FEET UP TO 1.0g, AND 40 FEET UP TO 2.0g FOR STEEL AND COPPER PIPE WITH WELDED OR BRAZED CONNECTIONS. 3. STEEL AND COPPER PIPE WITH SCREWED CONNECTIONS BRACE SPACING SHALL NOT EXCEED 1/2 THE SPACING LISTED IN NOTE 2 GUIDELINES. FOR PVC, PVDF, FRP, AND OTHER SPECIALTY PIPING, BRACE SPACINGS SHALL NOT EXCEED 1/2 THE SPACINGS LISTED IN NOTE 2. ALL PIPE MUST BE CONSIDERED FULL OF WATER WHEN DETERMINING SEISMIC BRACE REQUIREMENTS UNLESS SPECIFICALLY ENGINEERED OTHERWISE. 4. TRANSVERSE RESTRAINT FOR ONE PIPE SECTION MAY ALSO ACT AS A LONGITUDINAL RESTRAINT FOR A PIPE SECTION OF THE SAME SIZE CONNECTED PERPENDICULAR TO IT IF THE RESTRAINT IS INSTALLED WITHIN 24 INCHES OF THE ELBOW OR TEE OR COMBINED STRESSES ARE WITHIN ALLOWABLE LIMITS AT LONGER DISTANCES. 5. HOLD DOWN CLAMPS MUST BE USED TO ATTACH PIPE TO ALL TRAPEZE MEMBERS BEFORE APPLYING RESTRAINTS. 6. BRANCH LINES MAY NOT BE USED TO RESTRAINT MAIN LINES. 7. PROVIDE REINFORCED CLEVIS BOLTS WHEN REQUIRED. 8. PIPING CROSSING BUILDING SEISMIC OR EXPANSION JOINTS, PASSING FROM BUILDING TO BUILDING, OR SUPPORTED FROM DIFFERENT PORTIONS OF THE BUILDING SHALL BE INSTALLED TO ALLOW DIFFERENTIAL SUPPORT DISPLACEMENTS WITHOUT DAMAGING THE PIPE, EQUIPMENT CONNECTIONS, OR SUPPORT CONNECTIONS. PIPE OFFSETS, LOOPS, ANCHORS, AND GUIDES SHALL BE INSTALLED AS REQUIRED TO PROVIDE SPECIFIED MOTION CAPABILITY AND LIMIT MOTION OF ADJACENT PIPING. 9. PROVIDE APPROPRIATELY SIZED OPENINGS IN WALLS, FLOORS, AND CEILINGS FOR ANTICIPATED SEISMIC MOVEMENT. PROVIDE FIRE SEAL SYSTEMS IN FIRE -RATED WALLS. 10. GAS PIPING LESS THAN 1" I.D. NEED NOT BE BRACED. 11. WHERE RIGIDLY SUPPORTED PIPES ARE CONNECTED TO EQUIPMENT WITH VIBRATION ISOLATION, THOSE CONNECTIONS MUST BE CAPABLE OF ACCOMMODATING SEISMIC DISPLACEMENTS. CONVERSELY, WHEN SMALLER UNSUPPORTED PIPES ARE CONNECTED TO RIGIDLY SUPPORTED EQUIPMENT, (i.e., COILS, etc.); THOSE JOINTS MUST BE CAPABLE OF ACCOMMODATING MOVEMENT OF THE PIPES. 12. RIGID PIPING SYSTEMS MAY NOT BE BRACED TO DISSIMILAR PARTS OF THE BUILDING OR TO DISSIMILAR BUILDING SYSTEMS WHICH MAY RESPOND DIFFERENTLY DURING AN EARTHQUAKE. DO NOT BRACE A SYSTEM TO TWO INDEPENDENT STRUCTURES SUCH AS CEILING AND WALL. 13. SEISMICALLY RESTRAIN ALL FUEL OIL PIPING, GAS PIPING, MEDICAL GAS PIPING, AND COMPRESSED AIR PIPING FOR FUEL OIL AND ALL GAS PIPING THAT IS 1" I.D. OR LARGER. TRANSVERSE RESTRAINTS MUST BE AT 20 FT MAXIMUM AND LONGITUDINAL RESTRAINTS AT 40 FT MAXIMUM SPACING. 14. PIPING LOCATED IN BOILER ROOMS, MECHANICAL EQUIPMENT ROOMS, AND REFRIGERATION EQUIPMENT ROOMS THAT IS 1-1/4" I.D. AND LARGER MUST BE SEISMICALLY RESTRAINED. 15. ALL OTHER PIPING 2-1/2" DIAMETER AND LARGER MUST BE SEISMICALLY RESTRAINED. 16. SEISMIC RESTRAINTS MAY NOT BE USED FOR ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS AS MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IS ATTACHED. HOWEVER, IF THE 12" LIMIT IS EXCEEDED BY ANY HANGER IN THE RUN, SEISMIC BRACING IS REQUIRED FOR THE RUN. 17. THE 12" EXEMPTION APPLIES FOR TRAPEZE SUPPORTED SYSTEMS IF THE TOP OF EACH ITEM SUPPORTED BY THE TRAPEZE QUALIFIES. 18. WHERE THERMAL EXPANSION IS A CONSIDERATION, GUIDES AND ANCHORS MAY BE USED AS TRANSVERSE AND LONGITUDINAL RESTRAINTS PROVIDED THEY HAVE A CAPACITY EQUAL TO OR GREATER THAN THE RESTRAINT LOADS IN ADDITION TO THE LOADS INDUCED BY EXPANSION OR CONTRACTION. 19. STEEL STRUTS SHALL BE 1-5/8" WIDE IN VARYING HEIGHTS AND MIG-WELDED COMBINATIONS AS REQUIRED TO MEET LOAD CAPACITIES AND DESIGNS INDICATED. A MATERIAL HEAT CODE, PART NUMBER, AND MANUFACTURER'S NAME SHALL BE STAMPED ON ALL STRUT AND FITTINGS TO MAINTAIN TRACTABILITY TO MATERIAL TEST REPORTS. 20. SEISMIC RESTRAINTS FOR PIPING SYSTEMS SHALL WITHSTAND A LATERAL FORCE EQUAL TO 50% OF THE WEIGHT OF THE PIPING SYSTEM AND ITS CONTENTS. SEISMIC BRACING SHALL CONFORM TO THE CURRENT ADOPTED EDITION OF THE WASHINGTON BUILDING CODE AND SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA GUIDELINES FOR SEISMIC RESTRAINT, LATEST EDITION. 21. SPECIAL PIPE HANGER AND SUPPORT PROVISIONS REQUIRED FOR CONTROL OF PIPE EXPANSION, VIBRATION, AND SOUND TRANSMISSION IN CERTAIN PIPING SHALL BE DONE IN ACCORDANCE WITH GOOD SOUND ATTENUATION PRACTICE. 22. SUPPORT CHANNELS, FRAMES, BRACKETS, AND LEGS OF SPECIAL SUPPORTS SHALL BE OF UNISTRUT, SUPERSTRUT, OR ACCEPTED EQUAL, WITH CHANNELS, ATTACHING CLIPS, PIPE CLAMPS, AND OTHER REQUIRED ACCESSORIES. 23. PLASTIC PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CODE REQUIREMENTS (REVIEW WITH JURISDICTION). SHIMS SHALL BE PROVIDED TO PREVENT PIPE SAG BETWEEN FITTINGS. 24. SPACING OF TRAPEZE HANGERS SHALL BE DETERMINED BY THE SMALLEST PIPE ON THE TRAPEZE. SIZES OF RODS FOR TRAPEZES SHALL BE GOVERNED BY THE LARGEST PIPE ON THE TRAPEZE. 25. TRAPEZE HANGERS SHALL NOT BE LIGHTER THAN 16 GAUGE AND, WHEN EXPOSED TO WEATHER, NOT LIGHTER THAN 12 GAUGE. PIPING THAT RUNS IN PARTITIONS AND IS NOT SUPPORTED FROM CEILING OR FLOOR SHALL BE SECURELY AND INDEPENDENTLY FASTENED TO THE PARTITION MEMBERS WITH CLAMPS OR BRACKETS. 26. LATERAL MOTION OF PIPING WILL NOT CAUSE DAMAGING IMPACT WITH SURROUNDING SYSTEMS (e.g. OTHER PIPE, DUCT, EQUIPMENT, SPRINKLER HEADS, etc.) OR CAUSE LOSS OF SYSTEM VERTICAL SUPPORT. 27. VERTICAL SUPPORT CONNECTIONS CANNOT DEVELOP MOMENTS (e.g. SWIVEL JOINTS, EYE BOLTS, VIBRATION ISOLATION HANGERS, etc.). 28. VERTICAL CAST IRON RISERS ATTACHED WITH SHIELD AND CLAMP ASSEMBLIES MUST BE STIFFENED AT THE CONNECTION POINTS OF ANY UNSUPPORTED SECTION OF PIPE. 29. VERTICAL RISERS IN AN OPEN SHAFT MUST BE ATTACHED TO THE SUPPORTS WITH CONNECTIONS SIZED TO ACCEPT THE HORIZONTAL SEISMIC LOADS. GENERAL NOTES 1. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 2. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO 2015 THE INTERNATIOAL PLUMBING CODE AND LOCAL AMENDMENTS. IN CASE OF CONFLICTS WITH CODES, DRAWINGS, OR SPECIFICATIONS, THE MOST STRINGENT SHALL BE FOLLOWED. 3. THE DRAWINGS WERE PREPARED WITH THE BEST STRUCTURAL AND ARCHITECTURAL INFORMATION AVAILABLE. IT IS UNDERSTOOD THAT EQUIPMENT LOCATIONS AND ROUTING OF PIPING MAY VARY FROM THAT SHOWN ON THE PLANS AS CONSTRUCTION PROCEEDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO : a. NOTIFY THE MECHANICAL ENGINEER OF CONSTRUCTION RESTRAINTS WHICH MAKE VARIATIONS FROM THE PLANS NECESSARY. b. COMPLETE ALL WORK INCLUDING THE VARIATIONS WITHOUT CHARGING EXTRAS TO THE BID CONTRACT. COMPLETION OF WORK MEANS THE JOB IS WORKING AND MEETS ALL CITY, COUNTY, MECHANICAL, PLUMBING, AND BUILDING CODE REQUIREMENTS. 4. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY REQUIREMENTS. CONTRACTOR SHALL COMPLY TO THE SAFETY REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING JURISDICTION WITHOUT CHARGING EXTRA TO THE BID CONTRACT. 5. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT MANY OFFSETS, BONDS, UNIONS, SPECIFIC FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED. 6. THE PLUMBING CONTRACTOR SHALL PROVIDE THE WATER, SEWER, AND STORM DRAIN SYSTEMS TO A POINT OF CONNECTION 6" ABOVE GROUND OR FLOOR SLAB OR AS INDICATED ON PLANS. PIPING BEYOND THIS POINT IS SPECIFIED UNDER ANOTHER SECTION OF THE SPECIFICATION AND SHALL BE AS SHOWN ON THE CIVIL PLANS. 7. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTION AND SHALL MAKE APPLICATION FOR SERVICE AND PERMITS IN THE NAME OF THE OWNER AND SHALL PAY ALL FEES AND CHARGES INCLUDING THE COST OF VAULTS AND METERS. CONTRACTOR SHALL MAKE VARIATIONS PER UTILITY COMPANY'S REQUIREMENT WITHOUT CHARGING EXTRA TO THE BID CONTRACT. 8. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT, STRUCTURAL FRAMING, SKYLIGHT, ETC. 9. REQUIREMENTS OF PIPING RUNNING THROUGH OR PARALLEL TO FOOTING PER STRUCTURAL DETAILS AND COORDINATE WITH THE STRUCTURAL ENGINEER. 10. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING ACCESS PANELS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS AND ELECTRICAL LIGHTING PLANS. ELECTRICAL LIGHTING PLAN. 11. COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL PLANS. ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. 12. BEFORE FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH - IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. 13. CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE THE BUILDING SHALL BE MADE WITH TWO (2) DIELECTRIC UNIONS SEPARATED BY A 12 INCH SECTION OF RED BRASS PIPE. 14. ALL PIPING TO BE SUPPORTED WITH HANGERS AND BRACKETS WHICH PROVIDE ISOLATION FROM FRAMING. CONTACT BETWEEN PIPE AND SUPPORT TO BE LINED WITH PLASTIC OR FELT. PROVIDE AND INSTALL THERMAL HANGER SHIELD OR SADDLE PIPE SUPPORT FOR DOMESTIC HOT WATER PIPING. 15. ALL FLOOR AND WALL PENETRATIONS MUST BE SEALED WATERTIGHT AND VERMIN PROOF. 16. ALL EXTERIOR WATER SHUTOFF VALVES AND/OR SEWER CLEANOUTS BELOW GROUND SHALL BE INSTALLED IN YARD BOXES WITH THE COVERS CONSPICUOUSLY MARKED "WATER", AND "SEWER" RESPECTIVELY. 17. CONTRACTOR SHALL PROVIDE ALL VALVES, BACKFLOW PREVENTION DEVICES AND INDIRECT WASTE LINES AS REQUIRED. ALL VALVES AND BACKFLOW PREVENTERS MUST BE ACCESSIBLE FOR SERVICE AND MAINTENANCE. ANGLE STOP VALVES SHALL BE LOCATED BELOW EACH LAVATORY AND SINK. WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION, BACKFLOW PREVENTION ASSEMBLY SHALL BE TESTED BY A CERTIFIED TESTER AT THE TIME OF INSTALLATION. COORDINATE MOUNTING HEIGHT WITH THE KITCHEN CONTRACTOR PRIOR OF INSTALLATION. 18. SEE ARCHITECTURAL PLANS FOR HANDICAP FIXTURE LOCATIONS AND MOUNTING HEIGHTS. INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE AND OFFSET P- TRAP AGAINST WALL. ALL FLUSHVALVES FOR HANDICAP SHALL BE LOCATED ON THE HANDICAP WHEELCHAIR ACCESS SIDE OF STALL. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL PLANS. 19. ALL WASTE, SOIL AND VENT PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE INDICATED. 20. CONTRACTOR SHALL PERFORM THE REQUIRED WATER TEST TO THE GREASE INTERCEPTOR AND SHALL NOT BE BACKFILLED UNTIL THE FULL INSPECTION HAS BEEN MADE. 21. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL. SEE ARCHITECTURAL PLANS FOR PANEL TYPE AND LOCATION BEHIND DRYWALL OR CEILING. 22. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BASE BID. HE SHALL FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND FUTURE WORK TO BE DONE. HE SHALL INCLUDE ALL HIS SITE INFORMATION AND CONDITIONS WITHIN HIS BASE BID. HE SHALL BE RESPONSIBLE FOR COMPLETE AND FULLY FUNCTIONING PLUMBING SYSTEMS. 23. PLUMBING CONTRACTOR SHALL COORDINATE COMPLETE PLUMBING INSTALLATION AND REQUIREMENTS PRIOR TO BASE BID WITH ALL LOCAL DISTRICTS AND GOVERNING AUTHORITIES. INCLUDE ALL FINDINGS WITHIN THE BASE BID. 24. SUBMITTALS AND SHOP DRAWINGS: AS SOON AS POSSIBLE AND WITHIN 21 DAYS AFTER AWARD OF THE CONTRACT, AND BEFORE THEIR PURCHASE, THE CONTRACTOR SHALL SUBMIT ELECTRONICALLY VIA PROJECTRAC TO THE ARCHITECT FOR APPROVAL AND CONTAINING A "COMPLETE" LIST OF MATERIALS, SPECIALTIES AND EQUIPMENT HE IS TO FURNISH FOR THE INSTALLATION. ALL SUBMITTALS SHALL BE MADE AT ONE TIME. 25. ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT, EITHER WITH AN EXPANSION FITTING OR IN ANOTHER MANNER ACCEPTABLE TO THE ENGINEER. 26. EQUIPMENT AND PIPING IN UPPER FLOOR TO BE SUPPORTED FROM STRUCTURAL BEAM. PENETRATIONS TO ROOF DECK ARE NOT ALLOWED. 27. ALL PLUMBING EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION PER BUILDING CODE. CONTRACTOR SHALL PROVIDE PROPER DOCUMENTS AND CALCULATIONS UPON REQUEST. 28. PLUMBING LINES ARE TO BE LOCATED A MINIMUM OF 12" IN HORIZONTAL DISTANCE AWAY FROM THE LEADING EDGES OF ANY PIPE TO THE ESFR SPRINKLER. 29. PROVIDE AND INSTALL CLEANOUT AT THE BASE OF EACH WASTE STACK AND STORM STACK WITH ACCESS PANEL OR APPROVED COVER FLUSH TO THE FINISHED WALL. ALL HORIZONTAL DRAINS SHALL BE PROVIDED WITH CLEANOUTS LOCATED NOT MORE THAN 100 FEET APART. ACCESSIBLE CLEANOUT SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION OF HORIZONTAL WASTE LINES AND BRANCH LINES THAT ARE GREATER THAN 45°. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS OF EQUIPMENT, CABINETS, ETC..., WITH THE ARCHITECT PRIOR TO ANY INSTALLATION. 30. NO PLUMBING PIPING ALLOWED IN STAIRWALL ENCLOSURE ASSEMBLY. 31. ALL SANITARY VENT THROUGH ROOF SHALL MAINTAIN A MINIMUM 10 FT CLEARANCE AWAY FROM ANY FRESH AIR - INTAKES AND SHALL NOT BE LESS THAN 60 INCHES FROM THE PARAPET WALL. 32. TESTING AND DISINFECTION OF POTABLE WATER SYSTEM MUST COMPLY WITH THE 2015 INTERNATIONAL PLUMBING CODE. 33. ALL CONDENSATE DRAIN PIPING WITHIN THE BUILDING AND INSIDE THE WALK-IN COOLER/FREEZER MUST BE INSULATED. FOAM INSULATION SHALL BE 1" THICK ARMAFLEX OR APPROVED EQUAL. 34. NO PENETRATIONS INTO AND OPENING THROUGH EXIT ENCLOSURE ASSEMBLY 36. EXCEPT CONDUIT/PIPING SERVING THE STAIRWAY. 35. COORDINATE ALL CORE DRILL OPENING WITH STRUCTURAL ENGINEER PRIOR TO WORK. 36. PIPES MUST BE RINSED, INSPECTED AND APPROVED BEFORE FINAL CONNECTION OF FILLING OVER. 37. ABS AND PVC IN THE EXPOSED RETURN AIR PLENUMS SHALL HAVE A 3M FIRE BARRIER PLENUM 40. WRAP WITH FLAME -SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPMENT RATING OF NOT MORE THAN 50. MATERIALS INSTALLED WITHIN PLENUMS MUST COMPLY WITH NFPA 255, ASTM E84, AND UL 723. 38. GENERAL CONTRACTOR TO ELEVATE WATER HEATERS AND WATER SOFTENERS WITH 4" CONCRETE PAD. COORDINATE WITH THE STRUCTURAL ENGINEER. 39. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL FITTINGS AND OFFSETS FOR WASTE AND VENT PIPING AS NEEDED TO AVOID CONFLICTS WITH STRUCTURAL BEAMS. 40. PLUMBING CONTRACTOR SHALL PERFORM GAS LEAKAGE TEST IN THE GAS PIPING SYSTEM AT LEAST 1.5 TIMES THE MAXIMUM DELIVERY PRESSURE IN ACCORDANCE WITH FISHERS GAS CURRENT STANDARDS FOR TESTING. CONTRACTOR SHALL COMPLETE AND PROVIDE THE CERTIFICATION OF LEAKAGE TEST FORM TO THE CITY OF BROOMFIELD AFTER TESTING. 41. ALL GAS AND INDIRECT WASTE PIPING ON ROOF SHALL BE SET AT 6'-0" ON CENTER. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GAS CONNECTIONS TO ANY GAS RELATED EQUIPMENT OR APPLIANCES AND MUST FOLLOW THE MANUFACTURER'S INSTALLATION MANUAL. ALL GAS PIPING ON ROOF SHALL BE PAINTED WITH APPROVED ANTI -RUST YELLOW PAINT. 42. PLUMBER TO MAKE THE FINAL PLUMBING CONNECTIONS TO KITCHEN AND BISTRO EQUIPMENT. 43. ALL STORM DRAIN PIPING SHALL SLOPE AT 1 % UNLESS OTHERWISE INDICATED. 44. PROVIDE LATERAL SWAY BRACING AT CHANGE IN PIPE DIRECTION FOR 2" OR LARGER THAN 2" DOMESTIC WATER PIPES AND 4" OR LARGER THAN 4" FOR OTHER PIPES. 45. THE LENGTH OF HOT WATER BRANCH LINE FROM HOT WATER MAIN FOR PUBLIC LAVATORY SHALL BE MAX. 2'-0" WITH 1/2" HOT WATER BRANCH LINE PER IECC SECTION C405.5. INSTALL THE HOT WATER MAIN PIPING TO COMPLY THE LIMITATION OF LENGHT OF HOT WATER BRANCH. 46. DUE TO THE CORROSIVENESS OF THE SOIL CONTENT, ALL UNDERGROUND PIPES AND FITTINGS SHALL BE OF PLASTIC MATERIAL ONLY. ANY METAL PIPING AND FITTINGS INSTALLED UNDERGROUND SHALL BE PROTECTED WITH UL LISTED AND APPROVED POLYWRAP MATERIAL. 47. ALL PIPING SHALL MAINTAIN AT LEAST 5'-0" CLEARANCE IN FRONT OF THE HAVC SUPPLY AND RETURN OPENINGS. PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION SS SS SOIL OR WASTE ABOVE FLOOR SS SOIL OR WASTE BELOW FLOOR GW GW GREASE WASTE IW IW INDUSTRIAL WASTE CWV CWV COMBINATION WASTE AND VENT V PLUMBING VENT MPG MPG MEDIUM PRESSURE GAS (5 PISG) G G LOW PRESSURE GAS RWL RWL RAIN WATER LEADER OFL OFL OVERFLOW LEADER SD SD STORM DRAIN OD OD OVERFLOW DRAIN D(P) D(P) PUMPED DRAIN - - CW DOMESTIC HOT WATERR - - - - - - HW - - - - HWR DOMESTIC HOT WATER RETURN TW TW TEMPERED WATER (TEPID) SW SW CONDENSATE DRAIN CD CD WHA WATER HAMMER ARRESTOR P.O.C. POINT OF CONNECTION CAPPED III UNION 0 UP PIPE UP D DN PIPE DOWN DN PIPE TEE DOWN u 16 BV BALL VALVE CV CHECK VALVE SV SHUT-OFF VALVE REDUCER le PUMP 0 FCO FLOOR CLEANOUT CD COTG CLEANOUT TO GRADE 1 I WCO WALL CLEANOUT HB HOSE BIBB --I 1 I E GAS COCK WITH UNION W PRV PRESSURE REDUCING VALVE AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BG BELOW GROUND, BELOW GRADE CFF CAP FOR FUTURE DN DOWN IE INVERT ELEVATION INV INVERT ELEVATION NTS NOT TO SCALE T&P TEMPERATURE & PRESSURE (E) EXISTING (N) NEW SW SOFT WATER VTR VENT THROUGH ROOF SECTION CALL -OUT DETAIL NUMBER let SHEET NUMBER SHEET INDEX SHEET NO. SHEET TITTLE P-001 LEGEND, GENERAL NOTES AND SCHEDULES P-141 PLUMBING FLOOR PLAN P-601 PLUMBING DETAILS PIPE MATERIAL SCHEDULE PIPE MATERIALS ,,, Q` Q� v b ,f, , Q (✓ lv� � O O Z ,2' QQ QQ 2Q : SERVICE Q Q 0 , , c. GO 0 UQ REMARKS COLD WATER ABOVE GRADE • BELOW GRADE • HOT WATER ABOVE GRADE BELOW GRADE • WASTE ABOVE GRADE • NO PLASTIC PIPING WITHIN AIR PLENUMS D 3965 BELOW GRADE 0ASTM VENT ABOVE GRADE • NO PLASTIC PIPING WITHIN AIR PLENUMS ASTM D 3965 BELOW GRADE • THERE SHALL BE NO PLASTIC PIPING ALLOWED TO BE INSTALLED WITHIN THE AIR PLENUMS. ALL HORIZONTAL SIPHONIC DRAINAGE PIPING SHALL BE INSULATED WITH 1" THICK FIBERGLASS. INSULATION SHALL COMPLY WITH THE ASTM E 84 FOR FIRE AND SMOKE. DOMESTIC HOT WATER INSULATION STORAGE WATER HEATERS SHALL BE EXTERNALLY WRAPPED WITH 1" FIBERGLASS INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREASER. UNFIRED SERVICE WATER HEATER STORAGE TANKS AND BACKUP TANKS FOR WATER HEATING SYSTEMS SHALL HAVE EITHER: 1. EXTERNAL INSULATION WITH AN INSTALLED R-VALUE OF AT LEAST R-12; INTERNAL AND EXTERNAL INSULATION WITH A COMBINED R-VALUE OF AT LEAST R-16 AND A LABEL ON THE EXTERIOR OF THE TANK SHOWING THE INSULATION R-VALUE; OR 2. SUFFICIENT INSULATION SO THAT THE HEAT LOSS OF THE TANK SURFACE AREA IS LIMITED TO A MAXIMUM OF 15 BTU/HR PER SQFT. IF A CIRCULATING HOT WATER SYSTEM IS INSTALLED, IT SHALL HAVE A CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP(S) WHEN HOT WATER IS NOT REQUIRED. THE PIPING INSULATION FOR ALL SERVICE WATER -HEATING SYSTEMS SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. INSULATION EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE, PROTECTED BY ALUMINUM SHEET METAL, PAINTED CANVAS, OR PLASTIC COVER, CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. PIPING, WHETHER BURIED OR UNBURIED, FOR RETICULATING SECTIONS OF DOMESTIC HOT WAT TEM PIPING FROM THE HEATING SOURCE TO THE STORAGE TANK FOR AN INDIR T- I •ME IC ' ER - HE G YS M, COOLING SYSTEM PIPING BELOW 55°F, AND T 5 F T F ND CO A R PES F E STORAGE TANK FOR TABLE CU L E S ED IN ACCORDANCE WITH T. TABLE 1-T: PIPE INSULATION REQUIREMENTS - MINIMUM R-VALUE. Apple Inc. One Apple Park Way MS 52-RD Cupertino, CA 95014 Architect: MCG Architectural www.mcgarchitecural.com MEP Cnn4,,Il6nt: ACIES Engineering www.acies.net IIHBk !RR Apple Store Southcenter Tukwila, WA Project Number: This set originated using Apple Imperial Bulletin 7.2 Rev-05 Dated 05/16/2019 Printed Full (30"x42"), Half 1.15"x2EL 'OCT 2 '3 2019 City of TE sk,t,;ia y r5X • a RECEIVED CITY OF TUKWILA OCT 2 1 2019 PERMIT CENTER LEGEND, GENERAL NOTES AND SCHEDULES SYSTEM DOMESTIC HOT WATER WITH FIBERGLASS INSULATION PIPE DIAMETER <_ 2," > 2„ R-4 R-6 9/23/2019 1.43:13 PM P-001 EXTEND & CONNECT TO EXISITING WATER MAIN 4 *If 5 IVVH-1 0 S-1 REMOTE BREAK ROOM - ISOMETRIC PLAN WHA L EXTEND & CONNECT TO EXISITING VENT EXTEND & CONNECT TO EXISITING SANITARY SEWER WC 0 KS-1 3/4" CD 0 OC 0 H n SHEET GENERAL NOTES 1 CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO COMMENCEMENT OF WORK AND SHALL INFORM ARICHITECT OF ANY DISCREPANCY. 2 COORDINATE PIPE ROUTING WITH DUCTS CONDUITS AND STRUCTURAL MEMBERS. OFFSET AS REQUIRED. 3 GENERAL CONTRACTOR TO CONFIRM WITH LANDLORD THE EXACT MODEL AND TYPE OF WATER SUBMETER PRIOR TO BID 4 THE MATERIAL OF CONDENSATE DRAIN PIPE IS COPPER "M". THE CONDENSATE DRAIN PIPE SHALL BE 1, SLOPE PER FOOT. SHEET NOTES 1 1/2"CW&HW, 2"SS, 1-1/2"V TO KITCHEN SINK. 2 1/2"CW&HW TO INSTANTANEOUS WATER HEATER. 3 1/2"CW TO ICE M/C OF REFRIGERATOR. 4 EXTEND & CONNECT TO EXISTING DOMESTIC WATER MAIN. VERIFY LOCATION OF EXISTING WATER MAIN, 5 EXTEND & CONNECT TO EXISITNG SANITARY SEWER. VERIFY LOCATION & INVERT OF EXISTING SANITARY SEWER. 6 EXTEND & CONNECT TO EXISTING VENT MAIN. VERIFY LOCATION OF EXISTING VENT MAIN. 7 FAN COIL UNIT. PROVIDE A 3/4"CONDENSATE DRAIN PIPE. COORIDNATE MECHANICAL CONTRACTOR, 8 3/4"CONDENSATE DRAIN PIPE DOWN INTO WALL AND TERMINATE TAILPIECE OF SINK. 1)G I 9- otbs RECEIVED CITY OF TUKWILA OCT 2 1 2019 PERMIT CENTER Apple Inc. One Apple Park Way MS 52-RD Cupertino, CA 95014 Architect, MCG Architectural www.mcgarchitecural.com MEP Consultant. ACIES Engineering www.acies.net Apple Store Southcenter Tukwila, WA Project Number: This set originated using Apple Imperial Bulletin 7.2 Rev-05 Dated 05/16/2019 Printed Full (30"x42"), Half (15"x21") Issued/Revised Date r - = cocL OCT 2 8 2019 I City cf Tukw;!a. PLUMBING FLOOR PLAN REMOTE BREAK ROOM - WATER SUPPLY PIPING PLAN 1/4" = 1'-0" REMOTE BREAK ROOM - SEWER AND VENT PIPING PLAN 1/4" = 1'-0" 9/23/2019 1:43:14 PM P-141 VENT - TYPE "M" COPPER TUBING WITH WROUGHT COPPER FITTINGS - 6" MINIMUM N. TO TERMINATION CO PLUG (THREADED GREATER THAN OR EQUAL TO INTERNAL FAN STATIC PRESSURE. COORDINATE WITH MECHANICAL CONTRACTOR CONDENSATE DRAIN FOR RTU'S (ON ROOF) 12" = 1'-0" TAILPIECE OF SINK P TRAP SINK TRAP ARM WALL 3/4"COPPER FROM HVAC UNIT 3/4"COPPER ELBOW CHROME PLATED ESCUTCHEON / 1/2" HW SUPPLY ISOLATION VALVE KIT IWH-1 J-BOX & CONDUIT SINK 1/2" CW SUPPLY ANGLE STOP, (TYP ) NOTE: INDICATES ITEMS PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. MAY EXTEND AS WASTE OR VENT 11111111111111111 1111111 111111 1 CLEANOUT TEE 1111111111111111 CLEANOUT PLUG COUNTERSUNK SCREW POLISHED S.S. ACCESS COVER 1/8" BEND AND END OF LINE CLEANOUT WASTE LINE NOTE: REFER TO THE CURRENT PLUMBING CODE FOR HORIZONTAL SPACING. HANGER ROD, ATTACH TO STRUCTURE ADD SEISMIC BRACING AS REQUIRED ADJUSTABLE CLEVIS HANGER TYPE 1 IN SPECIFICATIONS TYPICAL PIPE HAN ER II' SCALE: N.T.S. N.T.S. 1/2" DIA. HANGER RODS WITH 36" MAX. SPACING ON EACH CHANNEL V' MAX. SIDE VIEW TRAPEZE HANGER FOR UP TO 180 LB. UNIFORM LOAD 1 1," 12 GAGE CHANNEL OR 2"x2"x1/2" ANGLE RECEIVED CITY OF TUKWILA OCT 2 1 2019 PERMIT CENTER Apple Inc. One Apple Park Way MS 52-RD Cupertino, CA 95014 Architect: MCG Architectural www.mcgarchitecural.com MEP Consultant: ACIES Engineering www.acies.net Apple Store Southcenter Tukwila, WA Project Number: This set originated using Apple Imperial Bulletin 7.2 Rev-05 Dated 05/16/2019 Printed Full (30"x42"), Half (15"x21") Issued/Revised Date 'XI' 23 2019 City of Tufr,ea PLUMBING DETAILS Buu): CONDENSATE DRAIN CONNECTION TO SINK TAILPIECE SCALE: N.T.S. INSTANTANEOUS HOT WATER HEATER SCALE: N.T.S. WALL CLEANOUT SCALE: N.T.S. 9,3/2019 1:43:15 PM P-601