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22-100125 (2)City of Federal Way Community Development Dept. 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: THE COMMONS MALL - PAD F Project Address: 1750 S COMMONS Building - Commercial Permit #:22-100125-00-CO Inspection Request Line: (253) 835-3050 Parcel Number: 762240 0015 Project Description: BLUEBEAM - Construction of a 186 square foot free-standing trash enclosure with cover and drain. Owner Ap Ip icant Contractor Lender MERLONE GEIER PARTNERS CHRIS LEEMCG ARCHITECTURE JON WILSONARCON OWNER IS LENDER /O RYAN LLC HILARY RAYMON 15635 ALTON PKWY 2100 124TH AVE NE SUITE 120 PO BOX 847 IRVINE CA 92618 BELLEVUE WA CARLSBAD CA 92018 Census Category: 437 - Commercial alt / add / conversion Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Area (sq. ft.) Additional Permit Information New / Additional Sq. Feet - 1 st Floor ..................... 0 New / Additional Sq. Feet - 2nd Floor.................... 0 New / Additional Sq. Feet - 3rd Floor .................... 0 New / Additional Sq. Feet - Basement.................... 0 New / Additional Sq. Feet - Deck ........................... 0 New / Additional Sq. Feet - Garage........................ 0 Mechanical to be Included? .................................... No Plumbing Work Valuation?..................................... 150 Mechanical Work Valuation? ................................. 0 Number of Stories................................................... I New / Additional Sq. Feet - Other .......................... 175 Permit for Building Shell Only? ............................. No New / Additional Sq. Feet - Total ........................... 175 Zoning Designation ................................................. CC-C Total Valuation: 9,074.94 Drains 1 Is this an Online or O.T.C. application? .................. No Plumbing to be Included? ........................................ Yes Comprehensive Plan Designation ........................... City Center Core Plumbing Fixtures PERMIT EXPIRES Monday, 24 October, 2022 Permit Issued on Wednesday, April 27, 2022 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: Date: 41k CITY OF Federal Way PERMIT NUMBER _ PERMIT APPLICATION PERMIT CENTER + 33325 81h Avenue South + Federal Way, WA 98003-6325 253-835-2607 + FAX 253-835-2609 + permitcenter@cityoffederalway.com TARGET DATE SITE ADDRESS SUITE/UNIT # PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL # TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT PROJECT DESCRIPTION Detailed description of work to be included on this permit only NAME PRIMARY PHONE PROPERTY OWNER MAILING ADDRESS E-MAIL CITY STATE ZIP NAME PHONE MAILING ADDRESS E-MAIL CONTRACTOR CITY STATE ZIP FAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE UBI # NAME PRIMARY PHONE APPLICANT MAILING ADDRESS E-MAIL CITY STATE ZIP FAX NAME PRIMARY PHONE PROJECT CONTACT MAILING ADDRESS E-MAIL (The individual to receive and respond to all correspondence CITY STATE ZIP FAX concerning this application) PROJECT FINANCING NAME ❑ OWNER -FINANCED When value is $5,000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as apart of this application. SIGNATURE: DATE PRINT NAME: Bulletin #100 — February 19, 2020 Page I of 2 k:AHandouts\Permit Application MECHANICAL PERMIT Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existiggfixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (commercial) BOILERS FURNACES HOT WATER TANKS (Gas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES PLUMBING PERMIT Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. BATHTUBS (or Tub/shower combo) LAVS (Hand Sinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS (Kitchen/Utility) WATER HEATERS (Electric) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS EXISTING/PREVIOUS USE LOT SIZE (In Square Feet( EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? ❑ Yes ❑ No ❑ Yes ❑ No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE ............................................................................................................................... BASEMENT ............................................................................................................................... FIRST FLOOR (or Mobile Home) ............................................................................................................................... SECOND FLOOR ............................................................................................................................... COVERED ENTRY ............................................................................................................................... DECK ............................................................................................................................... GARAGE ❑ CARPORT ❑ ............................................................................................................................... OTHER (describe) ............................................................................................................................... Area Totals EXISTING PROPOSED TOTAL **NEW HOMES ONLY** ESTIMATED SELLING PRICE $ # OF BEDROOMS COMMERCIAL - NEW/ADDITION AREA DESCRIPTION Area in Square Feet Occupancy Group(s) Construction Type # of Stories Additional Information NEW BUILDING ADDITION COMMERCIAL - REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area in Square Feet Occupancy Group(s) Construction Type # of Stories Additional Information TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin #100 — February 19, 2020 Page 2 of 2 k:\Handouts\Permit Application �cgarchitecture.com C� W o >>zL� J C� W G J G7 Q C/2 �c RESUBMITTED 3/15/2022 ;ITY OF FEDERAL WAY )MMUNITY DEVELOPMENT roject for: O VJ zU co oz0 Wco o} N Q O i (y) O J � U (� a w wQw 2 � L.L 0 Q ant: MERLONE GEIER PARTNERS 4365 EXECUTIVE DRIVE, SUITE 1400 SAN DIEGO, CALIFORNIA 92121 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.40 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: Sheet Title: REFERENCE SITE PLAN A-001 ICG ARCHITECTURE 2021 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 03.11.22 1ST PLAN CHECK SUBMITTAL 7 CONC. SLAB, PART OF CONC. SIDEWALK W/ SITE CONTRACT UNLESS #3 REBARS AT 18" O.C. NOTED OTHERWISE ON BOTH WAYS SITE PLAN I A.C. PAVING I U X6%/4" STEEL GATE POST, 1/2" RADIUS ON CONCRETE FILLED TO CONCRETE Lu j° •. °. TOP, EMBED POST INTO CONC. TACK COAT I' : FOOTINGS 3'-0" MIN. WITH (2) 2" DIA. PAVING TO o _ a X 6" STUDS EACH SIDE, TYP. CONCRETE z r ) v Lu I' . d O � a a �80 I ° °up 0 .I ° 8 °8 H qO 0 0 d ep e d 4 - ° 00 0 r e.0 00 0 d ° d � OOQ0 00 O O Co O 0 8 ° CO`00 `fl OC O N Z � (6) #6 VERT. AND #4 000000.0 d I ° ° 8° 0� g I e a:l TIES @ 12" O.C. 00 O PROVIDE (2) 2" DIA.X 6" - f�l LONG STUDS EACH JL�SIDE Z0 COMPACTED BASE PER SOILS REPORT 12" 8" 24" MIN. DIA. #4 BAR CONTINUOUS NOTES: 1. BOLLARDS SHALL BE INSTALLED PLUMB AND TRUE. 2. REFER TO PLANS FOR LOCATIONS. FLUSH CURB SCALE 30 STEEL GATE POST FOOTING SCALE 25 DETAIL 1-1/2" = 1' - 0" TYPICAL 1/2" = 1' - 0" _ CONCRETE WASH (PAINTED) PROVIDE SEALANT TO 3/8" FROM TOP 6" DIAMETER STANDARD STEEL OF CONCRETE _ I I PIPE, FILL WITH CONCRETE FOR FINISH, SEE Lq TO TOP, PRIME and PAINT SMOOTH TOOLED PLANS. w I HIGHWAY YELLOW, UNLESS FINISH (TYP.) o OTHERWISE NOTED. 1/4" EQUAL U) EQUAL z (' CONT. TACK COAT PAVING 4' 4" o I° = TO CONCRETE PERIMETER. Cl) N I POSITIVE DRAINAGE. THICKEN A.C. PAVING. � - wzQO da -T Q O d 4a 08° II •I s%. q ° °8 °° oJ° o°o o °° 000 O0o o r. o ° Q d d- w I COMPACTED SUB -BASE W. PER SOILS REPORT CONCRETE FOOTING a a c = O = 9 O� �Q d a d o Oho � L `v' z PROVIDE (2) 3" LONG v o o 0 I STUDS I° SUB BASE PER oo�O o ��r PROVIDE PIPE SLEEVE SOILS REPORT SLIGHTLY LARGER THAN 1'-6" TYP. N = REMOVABLE BOLLARD WHERE _r. 11 1/4" TOOLED RADIUS N.T.S. r OCCURS EACH SIDE NOTES: 24" MIN. DIA. #3 REBARS AT 18" O.C. BOTH ALL PIPE BUMPERS SHALL BE 5" 0 EXTRA HEAVY PIPE & EXTEND 42" ABOVE FINISH GRADE EXCEPT ADJACENT TO POWER COMPANY 1 /4" PREMOLDED EXP. WAYS TRANSFORMERS & RELATED ABOVE GRADE EQUIPMENT WHERE THEY SHALL BE 6" 0 EXTRA HEAVY PIPE & EXTEND TO 48" ABOVE COMPACTED BASE FINISH GRADE LOCATED & SPACED AS DIRECTED BY THE UTILITY COMPANY - BOLARDS SHALL BE GALV WHERE REQD BY UTILITY CO. NOTE: PER SOILS REPORT #5 SMOOTH DOWELS 16" LOCATE BOLLARDS 6" MIN CLEAR FROM ANY STRUCTURE (UNO) 1. REFER TO PLANS FOR LOCATIONS. LONG AT 24" O.C. GREASE BOLLARDS SHALL BE INSTALLED PLUMB AND TRUE. 2. PROVIDE Y2" MAX GROOVE PER CBC 8" LENGHT AT ONE END REFER TO PLANS FOR LOCATIONS. 11 B 302.3 EXPANSION JOINT SCALE 29 PIPE BOLLARD SCALE 24 AT SIDEWALK 3" = 1' - 0" TYPICAL 1/2" = 1' - 0" FINE SAND FLOAT FINISH ol SMOOTH TROWEL SMOOTH TROWEL PLASTER .I FACE OF MASONRY PLASTER FINISH so, FINISH (TO 6-0" A.F.F.) OVER WALL AS OCCURS. WITH EPDXY EXPANDED METAL LATH OVER /8" CONC. WHEEL GUARD, COATING GRAVITY CAVITY RAINSCREEN SEALANT SMOOTH FINISH. OVER 2-LAYERS #30 FELT 1/2" UNDERILAYMENT OVER 6" CONC. SLAB W/ SHEATHING OVER STUD 1/2" PREMOLDED MEDIUM BROOM APPLY EPDXY PAINT AT LOWER EXPANSION FINISH. _ 6-011 JOINT FILLER SLOPE / 3/4" R. "' —fir T #4 TIES AT ADJ. SURFACE 20 GA METAL PLATE OVER 2 3/4" R. _ 16 O.C. "ABOVE SHEATHING, EXTEND 8 AS OCCURS. r d J 12 d COVE `° 12 � TOP OF CURB. TYP. 4 #4 TIES AT d a ° L & R WEEP SCREED (LR 3501) OR 16" O.C. ° INTERIOR 2 0 APPROVED EQUAL 12 1 a �000 d CONC. SLAB Y2" CONCRETE EXPANSION d FIBERBOARD 24 o d a. oD% 1 d °2'-0"7 - a a 0O MASONRY WALL° oO 8 ° °� and FOOTING AS ° a a Z 8 8 WHEEL GUARD 28 CON OCCURS. ° CSLAB WITH . WHERE OCCURS g d #4 AT 16" O.C. BOTH N N L 41 WAYS COMPACTED BASE PER SOILS COMPACTED SUB -BASE c�a REPORT. PER SOILS REPORT SEE STRUCTURAL DRAWINGS FOR FOOTING AND SLAB REINFORCEMENT. CONCRETE WHEELSTOP SCALE 28 WALL SECTION SCALE 23 AT TRASH ENCLOSURE 3" = 1' - 0" TYPICAL 1/2" = 1' - 0" 12" C-CHANNEL FINISH NOTES FASCIA SEE STRUC'L DRAWINGS 1. ALL METAL TO BE PRIMED AND PAINTED WITH 2 COATS, VERIFY COLOR WITH ARCHITECT. o 16 GA MTL. DECK NOTE: GATE AND HARDWARE. 5"X5"XY4" HSS SEE STRUCTURAL PLANS FOR WELDING REQUIREMENTS AND ADDITIONAL 6"X6"X1/4" TUBULAR INFORMATION'S NOT SHOWN 1. WIDTH (SEE PLANS) x 6'-0" H. METAL GATES: METAL CHANNEL FRAME W/ MIN. 1/4" THICK x 1 1/2" WIDE HORIZ. BAR, MITER and WELD ALL EDGES and CORNERS. WELD METAL DECKING STL. COLUMN, PRIME TO FRAME. GRIND SMOOTH ALL CONNECTIONS. PRIME and PAINT W/ SEMI- GLOSS ENAMEL & PAINTED TO MATCH ADJ. SURFACE, U.N.O. (SEE PLANS FOR 2. ALL HARDWARE AND ACCESSORIES SHALL BE HEAVY GALVANIZED. COLUMN SIZES) 3. HINGES - MIN. 4 LONG HEAVY DUTY GALV. METAL TO SUIT GATE SIZE, NON - LIFT - OFF TYPE, OFFSET TO PERMIT 180° GATE OPENING. PROVIDE MIN. (3) HEAVY DUTY HINGES PER LEAF 4 DETAIL @SIDES AND FRONT OR AS REQUIRED FOR SMOOTH OPERATION. SCALE: 1-1/2"=1 -O" 4. GATE STOP - CENTER GATE STOP SLEEVE (MIN. 2" LONG) OR FLUSH METAL PLATE WITH ANCHORS SET IN CONCRETE TO ENGAGE THE CENTER DROP BAR OR CANE BOLT, ETC. 7 2% SLOPES— — MN. I METAL CHANNEL FRAME:----_. C3 x 4.1 GALV. CHANNEL METAL DECKING: MIN. 22 GA., 12" C-CHANNEL. SEE HEAD TYPE "B", 1-1/2" METAL STRUC'L DRAWINGS DECKING, CRIMP DECKING 1 EDGES and TACK WELD TO SCALE: 1 1/2"=1'-0" FRAME. 16 GA MTL. DECK T.E. WALL WHERE OCCURS 6"X6"XY4" STEEL POST, CONCRETE FILLED TO TOP, EMBED POST INTO CONC. FOOTINGS 3-0" MIN. WITH (2) 2" DIA. X 6" STUDS EACH SIDE, TYP. SEE DETAIL 25 GATE STOP 3X3XY4" STL. PLATE WELD TO FRAME AND EACH GATE WHERE HINGE, TYP. OCCURS o D p p METAL CHANNEL FRAME: II p C3 x 4.1 GALV. CHANNEL D , o p _ D o OJAMB SCALE: 1-1 /2"= V-0" 1"0 GALV. PI FASTEN / WE GATE FRAME OLATCH SCALE: 1 1 /2"= V-0" MIN. (3) HEAVY DUTY HINGES PER LEAF, WELDED TO STL. POST and GATE FRAME - TYP. SLIDE BOLT. 5 DETAIL SCALE: 1-1 /2" =1-0" a° 6 DETAIL SCALE: 1-1/2"=1 -O" METAL CHANNEL FRAME C3 x 4.1 GALV. CHANNEL METAL DECKING: MIN. 22 GA., TYPE "B" 1-1/2" METAL DECKING, CRIMP DECKING EDGES and TACK WELD TO FRAME. 1" 0 BOLT REST 3/4" CANE BOLT 1" PIPE KEEPER 2" O CANE BOLT RECEIVING SLEEVE PIPE SET INTO 12"X12" CONCRETE FOOTING AT THE CLOSED POSITION, TYP. AT EACH SIDE OF DOOR BUILDING WALL ROOF LINE ABOVE TRASH ENCLOSURE WALL - 0 O CP T 20'-8" SEE SITE PLAN FOR LOCATION PITCH T 6YARDS p PITCH T 6YARDS DUMPS T MPSTER GARBAGE RECYCLABLE SLO E *F•D S OPE FRONT HEIGHT: 64" �. FRONT HEIGHT: 64" BACK HEIGHT: 71" BACK HEIGHT: 71" WIDTH: 58" WIDTH:58" LENGHT: 72" LLf LENGHT: 72" �____--_� J CONCRETE SLAB I � � o - A I per' -- --L 9'-6" COL. TO COL. CLEAR (TYP.) II \ Y/ 9'-6" COL. TO COL. CLEAR (TYP.) 25 (2)GAT`E , A -A sPOSTSSEEIM30 _ _ TYP. A - T.E FLOOR PLAN !23 * NOTE: FLOOR DRAIN, SEE PLUMBING DRAWING FOR SPEC. AND SEE CIVIL DRAWING FOR CONTINUATION. I I B-B 1-011 TYP. 0 s PIPE BOLLARD. 24 TYP. EXPANSION JOINT. 29 METAL GATE 6" CONC. SLAB W/ MEDIUM BROOM FINISH. 2X2 HISS I 2X2 HISS II II II I I I o 0- rn I o I � I r I = II II = � II II U 5X5 HISS �� �� �(n �_ L_ �_ q N 2-0" 24'-8" B - T.E ROOF PLAN w 4 4 ------TYP. TYP. i i I EL I] III II II II II II II II II II II IIIII"" 9�-, i CLR. ) i METAL 25 3 LATCH DROP BAR or CA A -A - T.E FRONT ELEVATION BOLT AS OCCUR E 6 16 GA METAL DECK PRIME AND PAINT. WALL BELOW 12" C-CHANNEL 0 N T 12" C-CHANNEL 16 GA METAL DECK. PRIME AND PAINT. 5X5 HISS BEAM WELDED TO TOP 2'-0" OF POSTS. TYP. - SEE STRUCTURAL DRAWINGS .i 12" C-CHANNEL - SEE STRUCTURAL DRAWINGS 5X5 HSS CANTILEVERED SUPPORT WELDED AT EACH POST. TYP. - SEE STRUCTURAL DRAWINGS o co 0 r STEEL POST STEEL GATE METAL DECKING: MIN. 22 GA., TYPE "B", 1-1/2" METAL DECKING, CRIMP DECKING EDGES and TACK WELD TO FRAME. TYP. COLOR: METAL GATE/STEEL SW7674 "PEPPERCORN" BY SHERWIN WILLIAMS NOTE: BEAMS, POSTS, FASCIA, ROOFING & GATES COLOR: SW7674 "PEPPERCORN" BY SHERWIN WILLIAMS STEEL POST STEEL GATE NOT USED SCALE 1-1/2" = 1' - 0" THIN BRICK VENEER OVER MORTAR OVER SCRATCH COAT OVER EXPANDED METAL LATH Y8' GRAVITY CAVITY OVER 2-LAYERS #30 FELT UNDERILAYMENT OVER SHEATHING OVER STUD. L & R WEEP SCREED (LR 3501) OR APPROVED EQUAL 1/8" MIN. WATER DRAINAGE GAP, TYP MIN. 24 G.A. GALV. MTL. FLASH'G. SET IN BED OF SEALANT. COLOR TO MATCH CANOPY. TYPICAL BACKER ROD PROVIDE EXTRA LAYER OF BITUTHENE AT BACK OF C-CHANNEL, TYP. (2) Y2" DIA. X 5" LAG SCREW AT 32" O.C.. TYP WOOD HEADER, PEF STRUCTURAL BLDG. PLANE 7 CANOPY DETAIL 9'-0" 2X2 HSS WELDED TO C-CHANNEL ON EACH SHORT SIDE AND TO THE C-CHANNEL ON THE BUILDING SIDE FINE SAND FLOAT PLASTER FINISH SMOOTH TROWEL FINISH WITH EPDXY COATING AT LOWER 6-0" 26 A-501 23 n - TRASH ENCLOSURE -- I BUILDING C - T.E SIDE SECTION 0 I I I I o c� o N T Z IJ IQ `0 I� CD Z to Im B-B - T.E SIDE ELEVATION 12" C-CHANNEL - SEE STRUCTURAL DRAWINGS FINE SAND FLOAT PLASTER FINISH OVER EXPANDED METAL LATH OVER Y8" GRAVITY CAVITY RAINSCREEN OVER 2-LAYERS #30 FELT UNDERILAYMENT OVER SHEATHING OVER METAL STUD PAINT COLOR: SW7001 "MARSHMALLOW" BY SHERWIN WILLIAMS mcgarchitecture.com 0 cD SQ c C7 S yJ W G W LL > > Z Z J W J ;0 C� G C7 Seal: RESUBMITTED 3/15/2022 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Client MERLONE GEIER PARTNERS 4365 EXECUTIVE DRIVE, SUITE 1400 SAN DIEGO, CALIFORNIA 92121 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.40 Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 03.11.22 Filename: -- Sheet Title DETAILS Sheet #: A-504 © MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED TRASH ENCLOSURE DETAILS SCALE J 1 /4" = 1 ' - 0" I 2ND PLAN CHECK SUBMITTAL 03.11.22 1 ST PLAN CHECK SUBMITTAL 12.17.21 F 7 PLUMBING FIXTURE SCHEDULE U FIXT. ROUGH -IN DESCRIPTION MANUFACTURER MODEL REMARKS W V CW HW ID 9-INCH DIAMETER HEAVY-DUTY STRAINER, CAST IRON, NO -HUB, WITH V2" TRAP AD-1 AREA DRAIN ZURN Z-508 3" 2" - PRIMER CONNECTION, TO BE LOCATED AT THE TRASH ENCLOSURE RD-1 ROOF DRAIN ZURN Z-100-CR SAME AS 15" DIAMETER STRAINER, NO -HUB CAST IRON, COORDINATE EXACT PLACEMENT OF PIPE SIZE DECK PLATE PRIOR OF ACTUAL INSTALLATION OD-1 OVERFLOW DRAIN ZURN Z-100-CR-89 SAME AS - - 15" DIAMETER STRAINER. NO -HUB CAST IRON, WITH 2-INCH HIGH EXTERNAL DAM, PIPE SIZE COORDINATE EXACT PLACEMENT OF DECK PLATE PRIOR OF ACTUAL INSTALLATION Z-199 SEE PLAN DOWNSPOUT NOZZLE (COW -TONGUE) TO DAYLIGHT AT FACE OF BUILDING, SEE DS-1 DOWNSPOUT NOZZLE ZURN FOR SIZE PLANS FOR ELEVATION SAME AS COVER FLUSH TO FINISHED FLOOR OR GRADE, COVER SHALL BEAR A PERMANENT COTG CLEANOUT TO GRADE ZURN Z-1400 PIPE SIZE LABEL "SEWER" VISIBLE ON TOP WCO WALL CLEANOUT ZURN Z-1468 SAME AS _ _ NO HUB, POLISHED CHROME PIPE SIZE HB-1 HOSE BIBB MIFAB MHY-20-6 3J4" _ ENCASED, NON -FREEZE, ANTI -SIPHON VACUUM BREAKER, WITH VANDAL -RESISTANT OPERATING TEE KEY, MOUNT AT 24" ABOVE FINISHED FLOOR ACCESSIBLE, MOUNT AT SECURED LOCATION TO AVOID BEING DAMAGED, TP-1 TRAP PRIMER PPP INC. PR-500 - 112" PROVIDE ACCESS PANEL IF PLACED INSIDE A WALL, PROPERLY WRAP WITH HEAT TRACER FOR OUTDOOR LOCATION, FOLLOW MANUFACTURER'S INSTALLATION MANUAL SEE PLAN WITH TEHAMA REMOTE DISPLAY ONLY TW-10513-E, MOUNT AT EYE -LEVEL, WIRED WSM-1 WATER NEPTUNE T-10 - - FOR PIPE - (24AWG} TO THE METER UP TO 150FT MAX, BATTERY -POWERED, CONTRACTOR TO SUBMETER SIZE CONFIRM SPECS WITH THE LANDLORD REPRESENTATIVE PRIOR OF PURCHASING SYMBOL ABBREVIATION DESCRIPTION - CW COLD WATER PIPING - - HW HOT WATER PIPING - - GW- GW GREASE WASTE PIPING SS SOIL OR WASTE PIPING BELOW GRADE SS SS SOIL OR WASTE PIPING ABOVE GRADE -- - - - - - - -- V VENT PIPING CD CD CONDENSATE DRAIN PIPING D ID INDIRECT DRAIN PIPING $ WHA WATER HAMMER ARRESTOR P.O.C. POINT -OF -CONNECTION ] CAPPED UNION UP PIPE UP DIN PIPE DOWN .. DIN PIPE TEE DOWN SHUT-OFF VALVE CV CHECK VALVE RED REDUCER PUMP �- FCO/GCO FLOOR CLEANOUT OR GRADE CLEANOUT I H-- CO/WCO WALL CLEANOUT I� BLIND PLUG REMOVABLE PLUG FOR CONDENSATE PIPING �I GAS COCK WITH UNION PRV PRESSURE REDUCING VALVE T&P TEMPERATURE & PRESSURE RELIEF VALVE AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR BG BELOW GROUND (E) EXISTING (N) NEW NTS NOT TO SCALE IE INVERT ELEVATION V.I.F. VERIFY IN FIELD (F) FUTURE FU FIXTURE UNIT AHJ AUTHORITY HAVING JURISDICTION <<<< MATERIAL PE IFI ATI N S C C O S m C) vCD w O co co w w w = = a z w w w d O 0 U U cn w IL d O Cn U > > 2 W Y Y O SERVICES Cn Q Q } } } m > o w REMARKS U 0 m H H Q a a COLD ABOVE GROUND • 5 WATER BELOW GROUND • 2 HOT ABOVE GROUND • 4 5 WATER BELOW GROUND • 4 ABOVE GROUND • • 1 5 WASTE • • 1 2 BELOW GROUND ABOVE GROUND • • 1 5 VENT BELOW GROUND • • 1 2 INDOOR • 5 NATOUTDOOR ABOVE • 3 GASURAL GROUND/ROOF • OUTDOOR BELOW GROUND ROOF DRAIN / ABOVE GROUND • • • 1 5 7 OVERFLOW BELOW GROUND • • • 1 2 7 CONDENSATE INDOOR • • 4 5 7 DRAIN OUTDOOR • • (7)(8) O FIELD VERIFY IF ABS DWV PLASTIC IS ALLOWED BY LOCAL AHJ PRIOR TO SUBSTITUTION. PLUMBER SHALL NOT INSTALL PLASTIC PIPING WITHOUT PRIOR APPROVAL FROM THE LOCAL AHJ. O PROTECT UNDERGROUND PIPING WITH APPROVED POLY WRAP OR PVC 10 MIL PIPE TAPE, EXCEPT FOR PLASTIC PIPING. O COATED WITH YELLOW ANTI -RUST PAINT. ® INSULATED. O FOR PLENUM RETURN ONLY, ALL PIPING WITHIN PLENUM TO BE FIRE RATED APPROVED INSULATION. © PROVIDE WITH 12 GAGE TRACER WIRE WRAP AROUND PE PIPING, TRACER WIRE SHALL BE EXTENDED ABOVE THE RISER TRANSITION FITTINGS AT BOTH ENDS OF PE PIPING. 7O FIELD VERIFY IF PVC DWV PLASTIC IS ALLOWED BY LOCAL AHJ PRIOR TO SUBSTITUTION. PLUMBER SHALL NOT INSTALL PLASTIC PIPING WITHOUT PRIOR APPROVAL FROM THE LOCAL AHJ. ® OUTDOOR PLASTIC PIPING SHALL BE PROPERLY WRAP WITH APPROVED 10 MIL TAPE OR COAT WITH APPROVED UV -RESISTANT MATERIALS TO PROTECT THE PIPING FROM UV LIGHT DEGRADATION. STEEL PIPE FOR GAS THREADED UP TO 3%" WELDED 4" OR LARGER GENERAL NOTES .......:........:........ ........<:....... 1. PLUMBING CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC, COVERING THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF THE EQUIPMENT, PIPING, ETC., AND THE APPROXIMATE SIZE OF EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL FOLLOW THESE DRAWINGS IN LAYING OUT THE PLUMBING WORK. PLUMBING CONTRACTOR SHALL CONSULT GENERAL, SPRINKLER, HEATING/VENTILATING/AIR CONDITIONING CONTRACT AND ELECTRICAL DRAWINGS TO BE FAMILIARIZED WITH THE WORK AND TO VERIFY THE SPACES IN WHICH THE PLUMBING WORK WILL BE INSTALLED. 2. BECAUSE OF THE NATURE AND SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS, FITTINGS, ELBOWS, ETC., MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS, OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS, THEY SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK AND SIMILAR. THE EXACT LOCATION TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB. 3. ALL EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT, WATER, AND CHEMICAL OR MECHANICAL INJURY OR THEFT. PLUMBING FIXTURES SHALL BE COVERED WITH HEAVY PAPER COVERINGS AFTER INSTALLATION AND SHALL BE THOROUGHLY CLEANED AFTER COMPLETION OF THE PROJECT. 4. ALL MATERIALS SUCH AS VALVES, FITTINGS, PIPING, EQUIPMENT, PUMPS, COILS, ETC., SHALL BE PROPERLY PROTECTED, AND ALL PIPING OPENINGS SHALL BE TEMPORARILY CLOSED BY THE CONTRACTOR FOR THE WORK UNDER HIS CHARGE, ON A DAILY BASIS, AT THE END OF EACH WORKING DAY, SO AS TO PREVENT OBSTRUCTION AND DAMAGE. THE ABOVE REQUIREMENTS ARE MANDATORY. 5. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE OF WASHINGTON, AND KING COUNTY AND LOCAL CODES, CITY OF FEDERAL WAY LAWS OR ORDINANCES, INCLUDING ALL STATE OR LOCAL BOARD OF HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES. 6. ALL WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE PLUMBING AND BUILDING CODES, NATIONAL ELECTRICAL CODE, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE AMERICAN GAS ASSOCIATION, AND ALL SUCH OTHER SPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE SPECIFICATIONS. 7. PIPE SIZES SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES ALLOWED REGARDLESS OF THE CODE MINIMUM, EXCEPT WHEN THE CODE MINIMUM SIZE IS LARGER THAN THAT SHOWN. 8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES, ON WHICH HE SHALL ACCURATELY RECORD THE ACTUAL INSTALLATION OF ALL PLUMBING WORK. AS WORK PROGRESSES, MARK CHANGES MADE WHETHER RESULTING FROM JOB CONDITIONS, ADDENDA, FORMAL CHANGE ORDERS OR OTHER INSTRUCTIONS ISSUED BY THE ENGINEER. 9. THE PLUMBING CONTRACTOR SHALL INDICATE PROGRESS BY COLORING IN VARIOUS PIPES, FIXTURES, AND ASSOCIATED APPURTENANCES EXACTLY AS THEY ARE ERECTED AND INSTALLED. 10. MARK ALL PIPE SIZES AND LOCATIONS DURING CONSTRUCTION. ALSO, MARK LOCATIONS OF ALL VALVES AND VARIOUS EQUIPMENT, APPARATUS, AND ASSOCIATED APPURTENANCES AS ERECTED WEEKLY DURING CONSTRUCTION. 11. AT THE COMPLETION OF THE JOB THESE PRINTS, INCORPORATING CHANGES, ADDENDA AND ADDED DATA NOTED ON MARKED -UP PRINTS, INCLUDING DIMENSIONED LOCATIONS OF UNDERGROUND PIPING BEYOND LIMITS OF BUILDING, SHALL BE SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND COMMENT. THE PRINTS WILL BE RETURNED WITH APPROPRIATE COMMENTS AND RECOMMENDATIONS. THESE CORRECTED PRINTS TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE REVISIONS, ADDITIONS AND DELETIONS OF WORK, SHALL FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS. 12. WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL A FIRE -STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE -STOP MATERIAL SHALL BE UL APPROVED, PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL, AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT AS APPROVED BY THE ADMINISTRATIVE AUTHORITY. 13. ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER; SPACE THEM AT A DISTANCE TO PERMIT ACCESS FOR SERVICING VALVES. 14. GRADE DRAINAGE AT UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT TOWARD THE POINT OF DISPOSAL. WHEN APPROVED BY ADMINISTRATIVE AUTHORITY, PIPE SIZE 4" AND LARGER MAY HAVE A SLOPE OF NOT LESS THAN 1/8" PER FOOT. 15. WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS. 16. FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO STACKS. 17. PROVIDE PIPING AND FIXTURE TRAPS. CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED OR SPECIFIED AS REQUIRING SOIL, WASTE, DRAIN AND VENT FACILITIES. 18. LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT, AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPE AND DRAINS. 19. PROVIDE CLEANOUTS WHERE INDICATED AND AT INTERVALS OF 100' OR AS REQUIRED BY LOCAL PLUMBING CODE AND WHERE REQUIRED AT CHANGES OF DIRECTIONS OF SOIL AND WASTE STACKS. INSTALL CLEANOUTS SO AS TO BE ACCESSIBLE FOR EASY REMOVAL AND TO PROVIDE CLEARANCE FOR RODDING. CLEANOUTS SHALL BE THE SAME SIZE AS PIPE SERVED EXCEPT THAT NO CLEANOUT NEED BE LARGER THAN FOUR INCHES. 20. EXTEND VENT PIPES 12 INCHES ABOVE ROOF AND 1OFT MINIMUM AWAY FROM ANY FRESH AIR INTAKES AND AT LEAST 24 INCHES AWAY FROM A PARAPET WALL. 21. SANITARY VENT PIPING SHALL BE GRADED SO THAT THE AIRFLOW TO THE OUTSIDE WILL BE CONTINUOUSLY UPWARD. 22. VENTS: PROVIDE FLASHING FOR STACKS PASSING THROUGH ROOF. MAKE WATER -TIGHT AT ROOF WITH 4LB. SHEET LEAD; EXTEND INTO ROOFING FELTS AT LEAST 24" FROM PIPES. EXTEND LEAD COLLAR UP AROUND OUTSIDE AND TURN DOWN INSIDE VENTS AT THE TOP. DO NOT LOCATE VENT THROUGH ROOF LESS THAN 24 INCHES FROM A PARAPET WALL. 23. ALL PLUMBING FIXTURES AND PIPING ARE TO BE LISTED BY AN APPROVED LISTING AND TESTING AGENCY AND PROPERLY LABELED. 24. COORDINATE ALL LOCATIONS, SIZES, AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS, BEAMS, SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS. ALL PIPES SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING. NO PIPE TO BE PLACED THROUGH FOOTING UNLESS APPROVED BY THE STRUCTURAL ENGINEER. 25. ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT, EITHER WITH AN EXPANSION FITTINGS OR IN ANOTHER MANNER ACCEPTABLE TO THE ENGINEER. 26. PLUMBING CONTRACTOR SHALL CONNECT ALL GAS PIPING TO ALL GAS RELATED UNITS PER PLAN WITH LISTED AND APPROVED GAS SHUT-OFF VALVE, SEDIMENT TRAP, AND UNION. 27. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 28. PENETRATION OF FLOOR/CEILING ASSEMBLIES AND ASSEMBLIES REQUIRED TO HAVE A FIRE -RESISTANCE RATING SHALL BE PROTECTED IN ACCORDANCE WITH THE BUILDING CODE. 29. WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI, AN APPROVED LEAD-FREE WATER -PRESSURE REDUCING VALVE CONFORMING TO ASSE 1003 WITH STRAINER SHALL BE INSTALLED TO REDUCE THE PRESSURE IN THE BUILDING WATER DISTRIBUTION PIPING TO 80 PSI STATIC OR LESS. 30. DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH THE LOCAL AND THE 2018 WASHINGTON PLUMBING CODE. 31. PROPER ACCESS MUST BE PROVIDED FOR THE TESTING AND MAINTENANCE OF THE BACKFLOW PREVENTER. 32. ALL OVERHEAD PIPING SHALL MAINTAIN AT LEAST 5-0" CLEARANCE IN FRONT OF THE HVAC SUPPLY AND RETURN OPENINGS. 33. ALL HORIZONTAL RAINWATER LEADERS SHALL BE STRUCTURALLY SUPPORTED AS TIGHT AS POSSIBLE BELOW THE BUILDING STRUCTURES TO GAIN MORE HEAD SPACE AS IT PITCH TOWARDS THE LOWEST POINT TO KEEP WASTE PIPING WITHIN THE CEILING SPACE. 34. INSTALL MAIN SHUT OFF VALVE ON DOMESTIC WATER LINE INSIDE SPACE WHERE IT IS EASILY ACCESSIBLE, OR AS NOTED ON THE PLANS. 35. NO PLUMBING PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. 36. GENERAL CONTRACTOR TO COORDINATE WITH THE PUGET SOUND ENERGY THE REQUIRED ELEVATION AND CLEARANCES FOR GAS METERS. 3/4 INCH AND 1 INCH, 5 FEET 1-1/4 INCHES AND LARGER, 10 FEET 1/2 INCH, 6 FEET; 3/4 INCH AND 1 INCH, 8 FEET; 1-1/4 INCHES EVERY FLOOR LEVEL ALL SIZES, 4 FEET; ALLOW FOR EXPANSION BASE AND EACH FLOOR; PROVIDE SCHEDULE 40 PVC AND ABS DWV SOLVENT CEMENTED EVERY 30 FEET MID -STORY GUIDES; PROVIDE FOR EXPANSION EVERY 30 FEET .,:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. HEFT IND ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::..............................:. :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. .............................................................................................. DWG NO. DRAWING TITLE P0.1 PLUMBING GENERAL NOTES, LEGEND AND SCHEDULES P0.2 PLUMBING SPECIFICATIONS P2.0 PLUMBING FLOOR PLAN P2.1 PLUMBING ROOF PLAN P4.0 PLUMBING DETAILS ii,cL7 arch itecture. com e� C.3 ui z�z z ca Seal: UBMIT ACT ENGINE 5 400Ui�A 9V,b 250F cd4w= y info@acies.net Copyright © 2021 A Project for: Client: EXPIRES: 09/30/2022 LL Q MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.40 Drawn By: RP Reviewed By: CD Scale: NOT TO SCALE Date: 12.17.2021 Filename: Sheet Title: PLUMBING GENERAL NOTES, INDEX, LEGEND AND SCHEDULES Sheet # PO.1 (Z) MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED L I F 7 ('J GW - OR RWL 1 13 6"RWL B.G. 1 I Q 1 9 HB-1 2"CW B.G.-� _---DS-115 6 i 8 TP 1 i 7 � 6"OFL 6"RWL 2„CW WCO 26 4'43/4"CW 24 25 A14 I 3l4"CW _ �GWG1� - - --- I 2 I I 1-1/2" WSM-1 0 1 I - I I 4"V L--------------- ------------------ TP-1 4"GIB 6"SS @ HB-1 T '\ -2"G (MAX. 1,000 CFH) _ 1-1/4"G (MAX. 150 CFH) 3"G (MAX. 1,500 CFH) IE:-76" IE:-82" GENERAL NOTES: 1. PLUMBING CONTRACTOR SHALL INSTALL AND ROUTE OVERHEAD PLUMBING LINES AT LEAST 5' AWAY FROM ROOFTOP UNITS, SUPPLY, AND RETURN GRILLE/DUCT ROOF PENETRATIONS. 2. PLUMBING CONTRACTOR SHALL AVOID LOCATING OR MOUNTING OVERHEAD PLUMBING LINES DIRECTLY ABOVE THE ELECTRICAL PANELS OR EQUIPMENT. PLUMBING KEY NOTES: OX 1. 4" WASTE STUB -OUT, HARD -CAP FLUSH TO FINISHED FLOOR FOR FUTURE USE. 2. 4"GREASE WASTE STUB -OUT, HARD -CAP FLUSH TO FINISHED FLOOR FOR FUTURE USE. 3. 4"VENT THRU ROOF WITH 4" VENT STUB -OUT BELOW ROOF DECK FOR FUTURE CONNECTION. 4. 1"CW STUB -OUT WITH 1" WATER SUBMETER FOR FUTURE USE. 5. 2"CW STUB -OUT WITH 1-1/2"WATER SUBMETER FOR FUTURE USE. 6. 2" CW MAIN RISER. PROVIDE MAIN SHUT-OFF VALVE ON RISER. 7. 4"SS & 2"V FOR FIRE RISER STANDPIPE DRAIN. 8. 1/2"CW TO TRAP PRIMER VALVE FOR 4"STANDPIPE / TRASH ENCLOSURE AREA DRAIN 9. 3/4"CW DOWN TO HB-1, 24" ABOVE FINISHED FLOOR, WITH BUILT-IN VACUUM BREAKER. INSTALL SHUT-OFF VALVE AT THE VERTICAL PORTION OF THE PIPE WITH ACCESS PANEL APPROXIMATELY 36" ABOVE FINISHED FLOOR. PAINT ACCESS PANEL TO MATCH EXTERIOR FINISHED WALL. 10. (3)WATER SUBMETER REMOTE READERS, TO BE MOUNTED AT 5' AFF. COORDINATE FINAL LOCATION WITH THE LANDLORD'S REPRESENTATIVE. 11. SS POINT OF CONNECTION TO SS LINE BY CIVIL. VERIFY IN FIELD EXACT SIZE, LOCATION AND INVERT ELEVATION. PROVIDE 6" 2-WAY CLANOUT TO GRADE AT POINT OF CONNECTION. 12. GW POINT OF CONNECTION TO GW LINE BY CIVIL. VERIFY IN FIELD EXACT SIZE, LOCATION AND INVERT ELEVATION. PROVIDE 4" 2-WAY CLANOUT TO GRADE AT POINT OF CONNECTION. 13. COLD WATER SUPLY LINE POINT OF CONNECTION TO 2"CW LINE FROM WATER METER w/BACKFLOW PREVENTER BY CIVIL VERIFY IN FIELD EXACT SIZE AND LOCATION. 14. 6"RWL & 6"OFL FROM ROOF DRAIN (RD-1) & OVERFLOW DRAIN (OD-1). 15. OFL TO DAYLIGHT AT 18" AFF THROUGH DS-1. 16. RWL DOWN TO BELOW GROUND, TO BE CONNECTED TO SITE STORM SYSTEM BY CIVIL. 17. (3) GAS METERS, DELIVERY PRESSURE OF 0.25 PSI. PROVIDE SEISMIC SHUT-OFF VALVE AT EACH METER. 18. (3)GAS RISERS UP TO BELOW ROOF DECK 19. 1-1/4"G STUB AND CAP BELOW ROOF DECK FOR FUTURE CONNECTION. 20. 2"G STUB AND CAP BELOW ROOF DECK FOR FUTURE CONNECTION. 21. 3"G STUB AND CAP BELOW ROOF DECK FOR FUTURE CONNECTION. 22. 1"G UP TO ROOF. 23. 1-1/4"G UP TO ROOF. 24. TRASH ENCLOSURE AREA DRAIN, ZURN "Z-508". SEE PLUMBING SCHEDULE FOR MORE INFORMATION. 25. 4"V B.G. STUB -OUT BELOW GROUND FOR GREASE INTERCEPTOR CONNECTION BY CIVIL. 26. 4"V B.G. FROM GREASE INTERCEPTOR UP IN WALL. incL7 arch itecture. com 0 Seal: UBMIT ACT ENGINE 5 400�i�A Ib 250F cd4wwty info@acies.net Copyright ©2021 EXPIRES: 09/30/2022 A Project for: Client: MERLONE GEIER PARTNERS 457 SW 148TH STREET, STE 202 BURIEN, WASHINGTON 98166 Phone (858) 350-1977 Revisions: No. Description Date Project No.: 20.382.40 Drawn By: RP Reviewed By: CD Scale: 1 /8" = V-0" Date: 12.17.2021 Filename: Sheet Title: PLUMBING FLOOR PLAN L Sheet #: P2.0 (Z) MCG ARCHITECTURE 2021 ALL RIGHTS RESERVED