APPROVED BLD BLD2024-0363+Plumbing_Plan+3.12.2024_3.14.11_PM+4124033V cn
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REDUCED PRESSURE BACKFLOW PREVENTER SCHEDULE
DESIGNATION QUANTITY I SERVING I G.P.M. P.D. (psig) MANUFACTURER MODEL NUMBER COMMENTS
RPBP-1 1 IPLANETFITNESS 1 65 11 WATTS PF909-QT 2" SIZE
NOTE:
ALL PIPING TO BE RIGIDLY SUPPORTED.
PRESSURE GAUGE, TYP
2" COLD WATER TO BUILDING
DOMESTIC WATER SYSTEM
SERVICE MAIN
SHUT-OFF VALVE
2" REDUCED PRESSURE BACKFLOW PREVENTER
FULL SIZE DRAIN
PORT CONNECTION
I LI\IVIIIVrII L 1\I Lll I V VIxrADE
FINISHED FLOOR I J
2" WATER SERVICE, SEE PLUMBING
FLOOR PLAN FOR CONTINUATION
REDUCED PRESSURE BACKFLOW PREVENTER DETAIL
SCALE: N.T.S.
COMBINED TEMPERATURE
AND PRESSURE RELIEF VALVE
EXPANSION TANK
CW SUPPLY
C I6 -
HW RECIRC. LINE p- � 7
01
HOT WATER CIRCULATING T
PUMP
U
Z
01
O
VENT PIPE
CHECK VALVE (TYP)
T&P
BALL VALVE (TYP)
HW SUPPLY
DIELECTRIC
UNION (TYP)
DRAIN VALVE
CONCRETE PAD
ELECTRIC WATER HEATER WITH RECIRCULATION PUMP DETAIL
SCALE: N.T.S.
Hot water supply lengths shall comply C404.3.1
Washington state L and I pressure vessel division approval is required prior to plumbing final.
TABLE C404.3.1
PIPING VOLUME AND MAXIMUM PIPING LENGTHS
NOMINAL PIPE SIZE
(inches)
VOLUME
(liquid ounces per foot
length)
9 )
MAXIMUM PIPING LENGTH
(feet)
Public lavatory faucets
Other fixtures and
appliances
1 4
033
6
50 1
5/ 16
0.5
4
50
3/8
0.75
3
50
1/2
1.5
2
43
5/8
2
1
32
3/4
3
0.5
21
7/8
4
0.5
16
1
5
0.5
13
11 /4
8
0.5
8
11/2
11
0.5
6
2 or larger
18
0.5
4
PLUMBING FIXTURE SCHEDULE
BRANCH SIZE (MIN)
CW
HW
WASTE
VENT
MARK
FIXTURE
QTY
NOTES
FCO
FLOOR CLEANOUT
2
14,15
P-1
WATER CLOSET (FLOOR MOUNT)
4
1 1/4"
4"
2"
1,13
P-1A
ADA WATER CLOSET (FLOOR MOUNT)
3
1 1/4"
4"
2"
1,13
P-2
URINAL
2
3/4"
2"
1 1/2"
3,13
P-3
LAVATORY
4
1/2"
1/2"
1 1/2"
1 1/2"
5
P-3A
LAVATORY
1
1/2"
1/2"
1 1/2"
1 1/2"
5
P-4
MOP SINK
1
3/4"
3/4"
3"
2"
10
P-5
ELECTRIC DRINKING FOUNTAIN
1
1/2"
1 1/2"
1 1/4"
6
P-6
SHOWER
4
1/2"
1/2"
3"
1 1/2"
7,12
P-6A
ADA SHOWER
2
1/2"
1/2"
3"
1 1/2"
7,12
P-7
FLOOR DRAIN
5
3"
2"
9,11
P-11
BREAKROOM SINK
1
1/2"
1/2"
2"
1 1/2"
19
WCO
CLEANOUT
1
4"
14,15
NOTES:
1.
KOHLER WELLCOMME ULTRA K-96053-0, VITREOUS CHINA, 15" HEIGHT, ELONGATED BOWL, FLOOR MOUNTED, BOTTOM OUTLET, TOP SPUD, 1.28 GPF WATER CLOSET, COLOR -WHITE. WITH
SLOAN ROYAL 111 ESS HARDWIRE SENSOR, WATER CONSERVING 1.28 GPF, CHROME PLATED FLUSH VALVE AND CHURCH MODEL 9500SSCT, OPEN FRONT HEAVY DUTY PLASTIC SEAT,
COLOR -WHITE. REFER TO ARCHITECTURAL DRAWINGS FOR SPACING. VERIFY LOCATION OF FIXTURES WITH ARCHITECTURAL DRAWINGS.
2.
KOHLER HIGHCLIFF ULTRA K-96057-0, VITREOUS CHINA, 16-1/2" HEIGHT, ELONGATED BOWL, FLOOR MOUNTED, BOTTOM OUTLET, TOP SPUD, 1.28 GPF ADA COMPLIANT WATER CLOSET,
COLOR -WHITE. WITH SLOAN ROYAL 111 ESS HARDWIRE SENSOR, WATER CONSERVING 1.28 GPF, CHROME PLATED FLUSH VALVE AND CHURCH MODEL 9500SSCT, OPEN FRONT HEAVY
DUTY PLASTIC SEAT, COLOR -WHITE. REFER TO ARCHITECTURAL DRAWINGS FOR SPACING. VERIFY LOCATION OF FIXTURES WITH ARCHITECTURAL DRAWINGS. INSTALL FLUSH CONTROL
ON APPROACH SIDE OF FIXTURE.
3.
EQUAL TO KOHLER K-4991-ET-0, VITREOUS CHINA, LOW CONSUMPTION 1.0 GPF, ELONGATED 14" RIM FROM FINISHED WALL, WASHOUT FLUSH ACTION, TOP SPUD URINAL, COLOR -WHITE.
WITH SLOAN BATTERY POWERED OPTIMA PLUS G2 MODEL 8186-1, CHROME PLATED HIGH EFFICIENCY FLUSH VALVE AND ZURN 1222 SERIES URINAL SUPPORT WITH RECTANGULAR STEEL
UPRIGHTS AND SUPPORT PLATES. REFER TO ARCHITECTURAL DRAWINGS FOR SPACING. VERIFY LOCATION OF FIXTURES WITH ARCHITECTURAL DRAWINGS.COORDINATE LOCATION OF
ADA COMPLIANT FIXTURES WITH ARCHITECTURAL.
4.
COORDINATE LOCATION OF ADA COMPLIANT FIXTURES WITH ARCHITECTURAL.
5.
KOHLER K2602-SU-NA UNDER -MOUNT, STAINLESS STEEL FINISH BATHROOM SINK WITH HYDROTEK HE-5000E BATTERY POWERED SENSOR FAUCET, VANDAL RESISTANT 0.5 GPM
AERATOR, GRID STRAINER, OFFSET P-TRAP, AND CHROME PLATED SUPPLIES WITH LOOSE KEY ANGLE STOPS. PROVIDE TRU-BRO P-TRAP AND WATER SUPPLY INSULATION KIT OR EQUAL.
PROVIDE ASSE 1070 TMV SET TO 110°F.
6.
ELKAY LZSTL8WSLK BI-LEVEL, WALL MOUNTED, STAINLESS STEEL FINISH ELECTRIC WATER COOLER WITH FRONT BUBBLER BUTTON ACTIVATION AND 8 GPH CHILLER. ZURN 1220 SERIES
SUPPORT ASSEMBLY. FURNISHED WITH EZH2O BOTTLE FILLING STATION.
7.
SHOWER BUILT IN PLACE ARCHITECTURALLY SPECIFIED WITH DELTA FAUCET T17230/R10000-UNWS. WITH DELTA MULTI -CHOICE SELECTOR MONITOR 13 SERIES PRESSURE BALANCING
BATH MIXING VALVE WITH SCALD -GUARD, SOLID BRASS FABRICATED BODY, TEMPERATURE ONLY CONTROLLED WITH METAL LEVER HANDLE.
8.
SHOWER BUILT IN PLACE ARCHITECTURALLY SPECIFIED WITH DELTA FAUCET T13H153/R10000-UNWS, HEAVY DUTY FORGED BRASS VALVE BODY SHOWER VALVE WITH HAND HELD
SHOWERHEAD, 24" COMBINATION SS SLIDE/GRAB BAR AND INTEGRAL CHECK STOP INLETS.
9.
ZURN ZN-P-Z415-B FLOOR DRAIN WITH "B" TYPE STRAINER.
10.
FLORESTONE MSR-2424 MOP SINK. SPEAKMAN SC-5811 EXPOSED YOKE WALL -MOUNTED UTILITY SINK WITH VACUUM BREAKER.
11.
PROVIDE PRECISION PLUMBING PRODUCTS'PRIME RITE' TRAP PRIMER ON EACH P-7 DRAIN.
12.
PROVIDE SCHLUTER-KERDI-LINE TRENCH DRAIN. SEE ARCHITECTURAL LAYOUT. REFER TO ARCHITECT FOR FINISH AND GRATE SELECTION.
13.
PROVIDE WATTS LF15M2 SHOCK ABSORBER.
14.
PROVIDE ZURN FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR
CARPETED FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE CLEANOUTS WITH SQUARE,
ADJUSTABLE,NICKEL BRONZE TOP WITH TILE RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. WHERE CLEANOUTS
OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE CONCEALED BEHIND CHROME PLATED ACCESS COVERS.
15.
CONNECTION SIZES AS SHOWN ON PLANS.
16.
KOHLER K-2030 WALL -MOUNT, VITREOUS CHINA ADA COMPLIANT LAVATORY WITH SLOAN OPTIMA EAF-100-P-ISM SENSOR FAUCET WITH ADAPTOR TO HARDWIRE, VANDAL RESISTANT 0.5
GPM AERATOR, GRID STRAINER, OFFSET P-TRAP, AND CHROME PLATED SUPPLIES WITH LOOSE KEY ANGLE STOPS. PROVIDE TRU-BRO P-TRAP AND WATER SUPPLY INSULATION KIT OR
EQUAL. PROVIDE ASSE 1070 TMV.
17.
WOODFORD MODEL 26 WALL MOUNTED HOSE BIBB w/WOODFORD 50 HF BACKFLOW PREVENTER. MOUNT HYDRANT AT 48" A.F.F.
18.
GUY GREY B-200.
19.
PROVIDE ELKAY 20SB DROP -IN COLONY 25"x22" ADA COMPLIANT SINGLE BOWL STAINLESS STEEL BREAK ROOM SINK. 8" DEEP BOWL WITH (3) FAUCET HOLES. PROVIDE WITH COLONY PRO
SINGLE CONTROL FAUCET WITH DECK PLATE AND STANDARD 3-1/2" STRAINER DRAIN ASSEMBLY. 1.5 GPM AERATOR, OFFSET P-TRAP, AND CHROME PLATED SUPPLIES WITH LOOSE KEY
ANGLE STOPS. PROVIDE TRU-BRO P-TRAP AND WATER SUPPLY INSULATION KIT OR EQUAL. PROVIDE ASSE 1070 TMV SET TO 110°F.
ELECTRIC WATER
HEATER (TANK TYPE)
SCHEDULE
TANK CAPACITY
TEMP. RISE
RECOVERY
ELEMENT
MARK
MANUFACTURER
MODEL
(GAL.)
(°F)
RATE (GPH)
V / PH / HZ
HEAT KIT (KW)
# ELEMENTS
CAPACITY (W)
NOTES
WH-1
A.O. SMITH
DRE-120
119
80
77
480 / 3 / 60
15
3
5000
1,2,3,4
WH-2
A.O. SMITH
DRE-120
119
80
77
480 / 3 / 60
15
3
5000
1,2,3,4
GENERAL INFORMATION (ALL UNITS) AS APPLICABLE:
1. PROVIDE T&P RELIEF. ROUTE TO DRAIN.
2. SET OUTLET TEMPERATURE AT 140F.
3. PROVIDE WATTS PLT-12 EXPANSION TANK. FIXED BLADDER TYPE EXPANSION
TANK. 4.4 GALLON MINIMUM TOTAL
CAPACITY, FACTORY STANDARD PRECHARGE CAPACITY.
4. PROVIDE WITH HOT WATER RECIRCULATION PUMP. HWRP1/2. BELL & GOSSETT NBF 9U/LW
OR EQUIVALENT 120/1/60 PROVIDE TIMER AND BALANCING
VALVE SET TO 3 GPM
SPECIFICATIONS
PIPING
INSULATION
SOIL, WASTE, AND VENT PIPING
PROVIDE THERMAL INSULATION ON ALL HOT & COLD WATER, AND
SOIL, WASTE, AND VENT PIPING 10" AND SMALLER SHALL BE SERVICE
HORIZONTAL WASTE PIPING IN CEILING SPACES. USE SELF-SEALING
WEIGHT, HUBLESS, CAST IRON PIPE AND FITTINGS WITH NEOPRENE
CLOSED CELL FOAM OR JACKETED FIBERGLASS INSULATION WITH
GASKET AND STAINLESS STEEL SHIELD AND CLAMP. PROVIDE HUB -TYPE
MANUFACTURER APPROVED ADHESIVES, SEALERS, AND COATINGS. ALL
PIPE AND FITTINGS BELOW GRADE WHERE REQUIRED BY LOCAL CODES.
MATERIALS USED SHALL NOT EXCEED 25 FOR FLAME SPREAD, 50 FOR
SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD MAY BE
FUEL CONTRIBUTED, OR 50 FOR SMOKE DEVELOPED. UNLESS
SUBSTITUTED FOR SOIL, WASTE, AND VENT PIPING ABOVE AND BELOW
OTHERWISE REQUIRED BY THE LOCAL AUTHORITIES OR ENERGY CODES,
GRADE IF ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION.
THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS:
HORIZONTAL RUNS 3" OR LESS SHALL DRAIN AT A GRADE OF 1/4" PER
FOOT AND RUNS 4" OR MORE SHALL DRAIN AT 1/8" PER FOOT. PVC PIPING
PIPE SIZE INSULATION THICKNESS
WILL NOT BE ALLOWED TO BE INSTALLED IN RETURN AIR PLENUMS.
1" DIA OR LESS 1"
1" TO 2" 1"
DOMESTIC WATER PIPING
2" DIA OR GREATER 1-1/2"
DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE PEX OR COPPER
(INSULATION VALUE = 4 TO 4/6 / INCH)
TUBE WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH LEAD
FREE SOLDER. PROVIDE TYPE "L" COPPER TUBE ABOVE GRADE AND
VALVES
TYPE "K" BELOW GRADE.
GENERAL
PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON
HANGERS AND SUPPORTS
PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND
THE PLUMBING SUBCONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS
COMPONENT ISOLATION.
REQUIRED FOR HIS EQUIPMENT AND MATERIAL. ALL HORIZONTAL RUNS
OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS SPACED NOT MORE
VALVES
THAN 10 FEET O.C. FOR PIPES 1-1/4" AND LARGER, AND 8 FEET O.C. FOR
PROVIDE VALVES FOR WORKING PRESSURE IN WATER PIPING OF 125 PSI
PIPES SMALLER THAN 1-1/4" AND EACH JOINT FOR SOIL OR WASTE PIPE.
OR GREATER. UNLESS NOTED OTHERWISE VALVES SHALL BE AS
ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO
FOLLOWS
PREVENT SAGGING. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY
FABRICATED WITH GALVANIZED COATINGS- NON METALLIC COATED FOR
VALVE TYPE MANUFACTURER MODEL #
HANGERS IN DIRECT CONTACT WITH COPPER TUBING.
CHECK VALVE (UP TO 2") NIBCO #S-22
FULL PORT BALL VALVE (UP TO 3") NIBCO #S-FP-600
CONNECTIONS
GATE VALVE (UP TO 3" NIBCO #S-11
INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION
TEMPERATURE AND PRESSURE WILKINS #TP1100A
TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO
RELEIF VALVE
CONNECT PIPING MATERIALS OF DISSIMILAR METALS. SCREW JOINT
STEEL PIPING UP TO AND INCLUDING 1-1/2". WELD PIPING USING LEAD
GENERAL PLUMBING NOTES
FREE SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE.
SCOPE
THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE
CLEANOUTS
A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE
PROVIDE ZURN OR EQUIVALENT FLOOR AND WALL CLEANOUTS AS
PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR,
INDICATED ON THE DRAWINGS OR WHERE REQUIRED IN ALL SOIL,
MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING
WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED
WORK.
FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL
BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE
SITE EXAMINATION
LCEANOUTS WITH SQUARE, ADJUSTABLE NICKEL BRONZE TOP WITH TILE
THE PLUMBING CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS
RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT
WHERE FIXTURES, EQUIPMENT, AND PIPING WILL BE INSTALLED AND WILL
CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. WHERE
REPORT ANY CONDITION THAT, IN THEIR OPINION, PREVENTS THE
CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE
PROPER INSTALLATION OF THE PLUMBING WORK.
CONCEALED BEHIND CHROME PLATED ACCESS COVERS.
STANDARDS
INSTALLATION
EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE
INSTALL EXPOSED PIPING FREE OF SAGS FROM BENDS. PROVIDE
PROVISIONS OF ASME, ASTM, UL, NEMA, ANSI, ASHRAE, AND NFPA AS
BRACKET STANDOFFS FROM MOUNTING SURFACES SUFFICIENT TO
APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY.
ALLOW 1" CLEANING SPACE AROUND ALL PIPING, INCLUDING ANY ADDED
PIPING INSULATION. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND
CODES
BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING
ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL
THROUGH CONCRETE AND MASONRY WALS, GYPSUM BOARD
APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN THE CASE
PARTITIONS, CONCRETE FLOOR, AND ROOF SLABS. SEAL PIPE
OF CONFLICT BETWEEN THE DRAWINGS/SPECIFICATIONS AND THE
PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRESTOPPING
CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE
SEALANT MATERIAL. UNDERGROUND WATER AND SEWER LINES SHALL
PLUMBING CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A
BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING
MINIMUM STANDARD WITHOUT ANY EXTRA COST.
AS REQUIRED BY CODE, EXCAVATEDTO THE PROPER DEPTH AND GRADE
TO PRODUCE THE REQUIRED FALL. INSTALL UNDERGROUND PLASTIC
PERMITS & FEES
PIPE IN ACCORDANCE WITH ASTM D2321.
THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL
PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE
TESTING
PLUMBING WORK.
ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY
ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE
WARRANTY
PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER
THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL
SYSTEM AS REQUIRED BY LOCAL AUTHORITY.
WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A
PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND
WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND
WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED
IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND
WORKMANSHIP.
PLUMBING SYMBOLS
SS
SANITARY SEWER
GREASE WASTE
GW
ST
STORM SEWER
OVERFLOW/ROOF DRAIN LINE
DOMESTIC COLD WATER
DOMESTIC HOT WATER
- - -
DOMESTIC HOT WATER RETURN
NATURAL GAS
G
CD
- - - - - - - -
CONDENSATE DRAIN
PLUMBING VENT
UNION
ELBOW - TURNED DOWN
C
ELBOW - TURNED UP
TEE - TURNED DOWN
TEE - TURNED UP
BALL VALVE
i'
PLUG VALVE
CHECK VALVE
F�
SHUT-OFF VALVE IN VERTICAL LINE
WATER PRESSURE REGULATOR
BACKFLOW PREVENTER
WATER/FLOW METER
M
WHA
WATER HAMMER ARRESTOR
T & P RELIEF VALVE
TMV
THERMOSTATIC MIXING VALVE
FLOOR DRAIN
FD1
O
ROOF DRAIN/OVERFLOW ROOF DRAIN
�' FCO
FLOOR CLEANOUT
YCO
YARD CLEANOUT
FREEZE PROOF WALL HYDRANT
---+FPWH
-� HB
WCO/CO
HOSE BIBB
WALL CLEANOUT/CLEANOUT
-
GAS PRESSURE REGULATOR
GAS COCK
eCONNECT
NEW TO EXISTING
0
SHOCK ABSORBER (WHA)
GENERAL PIPING NOTES
1. INSTALL VTR'S A MINIMUM OF 24" FROM ROOF
EDGE AND/OR PARAPET WALLS. INSTALL VTR'S
AND EXHAUST FANS A MINIMUM OF 10'-0" FROM
OUTSIDE AIR INTAKE OF ROOFTOP UNITS. INSTALL
EXHAUST FANS AND ROOFTOP UNITS A MINIMUM
OF 10'-0" FROM EDGE OR A MINIMUM OF 60" FROM
PARAPET WALLS THAT ARE AT LEAST 42" HIGH.
City Of Edmonds
Building Department
Work PLUMBING FOR T/I
-----------------------------------
------ --------------- ---
Address:: - -- -- -- -- -- - 22515 HIGHWAY 99
L---------------------------------------------------
---------------------------------------------------
Owner PLANET FITNESS
Approved Date 04/22/2024
Building Official Eric- IGc�r
' Permit NumberBLD2024-0363
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
�
ARCHITECTURE
2948 SIDCO DR.
PLANNING
NASHVILLE, TN 37204
INTERIORS
(P) 615.244.8170
GRAPHICS
(F) 615.244.8141
www.mjmareh.coarccom
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55145
Mar 19, 2024
Jason M. Scates
teamofchoice.com P.E.
SUITE 5274 479-636-5004
1805 N 2ND ST JOB NO.: 31189
ROGERS, AR 72756 DESIGNED BY: MBO
O HANA
GROWTH
PARTNERS
212 WEST PADON IA RD.
TIMONIUM, MD 21093
RECEIVED
Apr 09 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PLANET
FITNESS -
EDMONDS
22515 HIGHWAY 99,
EDMONDS, WA 98026
SNOHOMISH COUNTY
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PERMIT SET
03/06/24
MJ M # 23450
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NO. DESCRIPTION DATE
1 INTAKE 03/19/24
REQUIREMENTS
This drawing and the design shown is the property of the
architect. The reproduction, copying or use of this
drawing without their written consent is prohibited and any
infringement will be subject to legal action.
PLUMBING
SCHEDULES &
DETAILS
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EXT STORAGE
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RISER
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BREAK
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° II II II II II II
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IBACKROOMS
f_ I 121 4"SS ,
OFFICE 1 1/2"V
123 1 1 /2"SS
STORAGE 124 II ' I NO PLUMBING ON
" I ; MEZZANINE LEVEL II
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III II
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II P201 P201
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WOMENS
LOCKERS
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TANNING i u' 104
105 \
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FUTURE BC SPA
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-- -------- L
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EXERCISE
FLOOR
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RECEPTION
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Flo
OVERALL PLUMBING FLOOR PLAN
SCALE: 1/8" = V-0"
101
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FUNCTIONAL
TRAINING
120
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PLUMBING KEYNOTES*
1. ROUTE 2" COLD WATER TO NEW INCOMING SERVICE LINE WITH
WATER METER AND BACKFLOW PREVENTER. GC TO COORDINATE
EXACT LOCATION. MINIMUM REQUIRED WATER SERVICE SHALL BE 2"
AND 50 PSI. IF WATER SUPPLY IS INADEQUATE CONTACT ENGINEER
OF RECORD. DO NOT ROUTE THRU ELECTRICAL ROOM.
2. ROUTE COLD WATER SUPPLY PIPE TIGHT TO DECK.
3. INSTALL NEW SANITARY SEWER LINE AS SHALLOW AS POSSIBLE.
4. CONNECT TO EXISTING SANITARY SEWER. FIELD VERIFY EXACT
LOCATION, SIZE, DEPTH, AND DIRECTION OF FLOW OF EXISTING
SANITARY SEWER PIPING PRIOR TO CONSTRUCTION.
PLUMBING GENERAL NOTES
A. COORDINATE BUILDING SEWER LOCATION AND INVERT ELEVATION
WITH CIVIL DRAWINGS.
B. SANITARY SEWER PIPING SHOWN IS BASED ON 1/4" PER FOOT FALL
FOR PIPING 3" OR SMALLER AND 1/8" PER FOOT FALL FOR PIPING 4" OR
LARGER.
C. CLEANOUT COVERS FLUSH WITH FINISHED FLOOR.
D. PROVIDE ADDITIONAL TRAP SEAL PRIMERS AT NO EXTRA COST IF
REQUIRED BY AUTHORITY HAVING JURISDICTION.
E. PROVIDE ACCESS DOORS TO VALVES THAT ARE NOT READILY
ACCESSIBLE.
F. INSTALL VTR'S A MINIMUM OF 24" FROM PARAPET WALL AND A
MINIMUM OF 10 FEET FROM OUTSIDE AIR INTAKE OF ROOFTOP
EQUIPMENT.
G. REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE SCHEDULES FOR
ALL PIPING AND PIPE SIZES NOT SHOWN ON PLAN. RISER DIAGRAMS
AND SCHEMATIC IN NATURE AND DO NOT REFLECT EVERY OFFSET,
RISER, OR UNION. PIPE FITTINGS AND UNIONS, IF SHOWN ON THE
RISER, SHALL NOT BE USED FOR TAKE -OFF OR ESTIMATING
PURPOSES.
H. WATER PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES
SHALL NOT BE PERMITTED.
I. LOCATE SHOCK ABSORBERS ON ALL SUPPLY FIXTURES THAT HAVE A
FLUSH VALVE OR ANY QUICK ACTING VALVES.
J. WHEREVER POSSIBLE, PIPING SHALL BE RUN CONCEALED.
COORDINATE LOCATION OF ALL PIPING WITH HVAC AND ELECTRICAL
SUBCONTRACTORS. COORDINATE CUTTING AND PATCHING WITH
GENERAL CONTRACTOR. INSTALL A BENT METAL PLATE OVER
EXPOSED SUPPLY AND VENT LINES IN LOCATIONS WHERE THEY MAY
BE SUBJECT TO DAMAGE.
K. ALL MEP TRADES, INCLUDING SPRINKLER, MUST COORDINATE WITH
OTHER DISCIPLINES PRIOR TO INSTALLATION.
L. ANY PIPING WITHIN THE RETURN AIR CEILING SHALL BE CAST IRON.
A/S SYSTEM DESIGN INTENT NOTES
1. MODIFY EXISTING SPRINKLER SYSTEM FOR RENOVATED SPACE.
EXISTING BUILDING IS PROTECTED BY A WET PIPE A/S SYSTEM.
PROVIDE RENOVATION TO EXISTING A/S SYSTEM TO MEET TENANT
LAYOUT PER REQUIREMENTS OF NFPA 13.
2. SPRINKLER DESIGN DENSITY SHALL BE LIGHT HAZARD IN ALL AREAS
EXCEPT STORAGE CLOSETS AND ELECTRICAL / MECHANICAL ROOMS.
THESE ROOMS SHALL HAVE A DESIGN DENSITY OF ORDINARY HAZARD
GROUP 1 OR HIGHER AS REQUIRED BY NFPA 13.
3. DO NOT ROUTE SPRINKLER FEED BULK MAIN OR CROSS MAIN ABOVE
ELECTRICAL ROOM(S).
4. REFER TO ELECTRICAL PLANS FOR POWER CONNECTIONS TO FLOW
AND TAMPER SWITCHES.
5. SPRINKLER PIPING TO BE SCHEDULE 40 STEEL FOR 2" AND SMALLER,
SCHEDULE 10 THIN WALL FOR 2-1/2" AND LARGER.
6. FIELD VERIFY ELEVATION OF ALL A/S BULK MAINS AND BRANCH LINES.
RAISE EXISTING A/S BULK MAINS AND BRANCH LINES AS REQUIRED TO
ENSURE LINES ARE ABOVE NEW CEILING HEIGHTS.
7. FIRE SPRINKLER SHOP DRAWING PLANS SHALL BE PREPARED BY A
FIRE SPRINKLER CONTRACTOR LICENSED IN THE STATE. THE
SPRINKLER CONTRACTOR SHALL SUBMIT THE SPRINKLER SHOP
DRAWINGS, HYDRAULIC CALCULATIONS, AND MATERIAL DATA TO THE
A/E FOR REVIEW AND APPROVAL. THE A/E APPROVED PLANS WILL BE
SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION OF ANY SPRINKLER WORK.
8. PROVIDE QUICK RESPONSE SPRINKLERS THROUGHOUT BUILDING.
A. RECESSED PENDANT HEADS IN ALL AREAS WITH FINISHED
CEILINGS COORDINATE EITHER CHROME OR FINISH TO MATCH
ADJACENT CEILING FINISH WITH ARCHITECT PRIOR TO
INSTALLATION.
B. BRASS UP -RIGHT HEADS IN ALL AREAS WITH UNFINISHED CEILINGS
AND BUILDING SHELL AREA FOR FUTURE TENANT SPACE
RENOVATION. PROVIDE HEAD GUARDS IN ELECTRICAL ROOM(S),
MECHANICAL ROOM(S) AND STORAGE ROOM(S).
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ARCHITECTURE
2948 SIDCO DR.
PLANNING
NASHVILLE, TN 37204
INTERIORS
(P)615.244.8170
GRAPHICS
(F) 615.244.8141
www.mjmareh.coarccom
ray M• SC�
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55145
Mar 07, 2024
Jason M. Scates
teamofchoice.com P.E.
SUITE 5274 479-636-5004
1805 N 2ND ST JOB NO.: 31189
ROGERS, AR 72756 DESIGNED BY: MBO
OHANA
GROWTH
PARTNERS
212 WEST PADON IA RD.
TIMONIUM, MD 21093
RECEIVED
Mar 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PLANET
FITNESS -
EDMONDS
22515 HIGHWAY 99,
EDMONDS, WA 98026
SNOHOMISH COUNTY
PERMIT SET
03/06/24
MJM # 23450
NO. DESCRIPTION DATE
This drawing and the design shown is the property of the
architect. The reproduction, copying or use of this
drawing without their written consent is prohibited and any
infringement will be subject to legal action.
OVERALL
PLUMBING
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PLUMBING KEYNOTES ##
1. NEW 4" SANITARY LINE. CONNECT TO EXISTING SANITARY SEWER.
FIELD VERIFY EXACT LOCATION, SIZE, DEPTH, AND DIRECTION OF
FLOW OF EXISTING SANITARY SEWER PIPING PRIOR TO
CONSTRUCTION.
2. ROUTE COLD WATER SUPPLY PIPE TIGHT TO DECK.
3. INSTALL NEW SANITARY SEWER LINE AS SHALLOW AS POSSIBLE.
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ARCHITECTURE 2948 SIDCO DR.
PLANNING NASHVILLE, TN 37204
INTERIORS (P) 615.244.8170
615.244.8141
GRAPHICS (F)
www.mjmarth.coarccom
11 M SC
WASy�N 1�J,
55145
Mar 07, 2024
Jason M. Scates
teamofchoice.com P.E.
SUITE 5274 479-636-5004
1805 N 2ND ST JOB NO.: 31189
ROGERS, AR 72756 DESIGNED BY: MBO
O HANA
GROWTH
PARTNERS
212 WEST PADONIA RD.
TIMONIUM, MD 21093
RECEIVED
Mar 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PLANET
FITNESS —
EDMONDS
22515 HIGHWAY 99,
EDMONDS, WA 98026
SNOHOMISH COUNTY
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PERMIT SET
03/06/24
MJ M # 23450
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NO. DESCRIPTION DATE
This drawing and the design shown is the property of the
architect. The reproduction, copying or use of this
drawing without their written consent is prohibited and any
infringement will be subject to legal action.
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ARCHITECTURE 2948 SIDCO DR.
PLANNING NASHVILLE, TN 37204
INTERIORS (P)615.244.8170
615.244.8141
GRAPHICS (F)
www.mjmarth.coarccom
11 M• SC
,�QS��i WASy�N 1�J,
55145
Mar 07, 2024
Jason M. Scates
teamofchoice.com P.E.
SUITE 5274 479-636-5004
1805 N 2ND ST JOB NO.: 31189
ROGERS, AR 72756 DESIGNED BY: MBO
OHANA
GROWTH
PARTNERS
212 WEST PADON IA RD.
TIMONIUM, MD 21093
RECEIVED
Mar 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PLANET
FITNESS -
EDMONDS
22515 HIGHWAY 99,
EDMONDS, WA 98026
SNOHOMISH COUNTY
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03/06/24
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NO. DESCRIPTION DATE
This drawing and the design shown is the property of the
architect. The reproduction, copying or use of this
drawing without their written consent is prohibited and any
infringement will be subject to legal action.
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ARCHITECTURE
2948 SIDCO DR.
PLANNING
NASHVILLE, TN 37204
INTERIORS
(P) 615.244.8170
GRAPHICS
(F) 615.244.8141
www.mjmarth.coarccom
rM- SC�
WASy�N 1�J,
y G
55145
Mar 07, 2024
Jason M. Scates
teamofchoice.com P.E.
SUITE 5274 479-636-5004
1805 N 2ND ST JOB NO.: 31189
ROGERS, AR 72756 DESIGNED BY: MBO
O HANA
GROWTH
PARTNERS
212 WEST PADONIA RD.
TIMONIUM, MD 21093
RECEIVED
Mar 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PLANET
FITNESS -
EDMONDS
22515 HIGHWAY 99,
EDMONDS, WA 98026
SNOHOMISH COUNTY
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W
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PERMIT SET
03/06/24
MJ M # 23450
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NO. DESCRIPTION I DATE
This drawing and the design shown is the property of the
architect. The reproduction, copying or use of this
drawing without their written consent is prohibited and any
infringement will be subject to legal action.
PLUMBING
WATER
RISERS
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