APPROVED BLD BLD2023-0985+Plumbing_Plan+8.23.2023_7.05.53_AM+3741626GENERAL PLUMBING NOTES
1. THE FOLLOWING NOTES APPLY TO ALL PLUMBING DRAWINGS. ADDITIONAL PLUMBING NOTES MAY BE INDICATED ON EACH PLUMBING DRAWING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
2. INSTALLATION SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS (LOCAL AND STATE). NOTHING ON THE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED AS ALLOWING DEVIATION FROM THIS
REQUIREMENT. IF A CONFLICT SHOULD OCCUR BETWEEN DRAWINGS AND REGULATIONS, THE REGULATIONS SHALL TAKE PRECEDENT AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF SUCH CONFLICT PRIOR TO
PROCEEDING WITH INSTALLATION.
3. INSTALL ALL WASTE LINE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE UNIFORM PLUMBING CODE:
A. 3" WASTE PIPE - 3" CLEANOUT WITH 2.5" PLUG
B. 4" WASTE PIPE - 4" CLEANOUT WITH 3.5" PLUG
C. 6" WASTE PIPE - 4" CLEANOUT WITH 3.5" PLUG
4. WASTE, VENT AND SUPPLY PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SHALL BE AS SHOWN ON PLUMBING FIXTURE SCHEDULES. BELOW GRADE SANITARY WASTE PIPING SIZES SHALL BE AS SHOWN ON PLANS AND
FIXTURE SCHEDULES AND SHALL NOT BE LESS THAN 2" DIAMETER.
5. ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1 /4" PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE "ADMINISTRATIVE AUTHORITY" IN WRITING FOR A SHALLOWER SLOPE. IN
NO CASES SHALL SEWER PIPING BE INSTALLED AT LESS THAN 1 /8" PER FT SLOPE. IN NO CASES WILL PIPING SMALLER THAN 4" BE INSTALLED AT SLOPES SHALLOWER THAN 1 /4" PER FOOT. PIPING INSTALLED AT
1 /8"/FT SHALL BE RESIZED PER CHAPTER 7 OF THE UNIFORM PLUMBING CODE AND SUPPORTING CALCULATION SUBMITTED TO ENGINEER FOR REVIEW.
6. PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT. THIS SHALL ALSO INCLUDE PROVIDING INTEGRAL STOPS ON ALL SHOWER AND TUB/SHOWER VALVES (WHETHER SPECIFIED OR NOT). PROVIDE WASTE TRAPS AT ALL
DIRECT CONNECTED EQUIPMENT IN ACCORDANCE WITH CODE AND THE SPECIFICATIONS.
7. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS UNLESS NOTED OTHERWISE. PROVIDE UNION ON UPSTREAM AND DOWNSTREAM SIDE OF ALL TRAP PRIMERS. TRAP PRIMER BRANCH TAKEOFF SHALL BE FROM TOP OF MAIN
DISTRIBUTION PIPE.
8. INSULATE P-TRAPS EXPOSED IN UNHEATED SPACES.
9. SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE ROUGH -IN DIMENSIONS AND OTHER DETAILS. ALSO SEE ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS OF ALL PLUMBING FIXTURES INCLUDING
REQUIREMENTS FOR FLUSH LEVER LOCATION AT ADA COMPLIANT TOILETS AND VALVE LOCATIONS OF ADA SHOWERS. REPORT ALL DISCREPANCIES TO ENGINEER PRIOR TO ANY WORK.
10. REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE PLUMBING FIXTURES AT HEIGHTS SHOWN ON ARCHITECTURAL ROOM ELEVATIONS.
11. PLUMBING DRAWINGS SHOW APPROXIMATE LOCATIONS OF PLUMBING FIXTURES. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. COORDINATE FLOOR DRAINS FOR MECHANICAL SPACES WITH MECHANICAL
EQUIPMENT BEING SERVED.
12. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC.
13. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF PLUMBING EQUIPMENT (VOLTAGES, ETC.).
14. ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE LISTED SHALL BE IDENTIFIED BY
THE CONTRACTOR, SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 26 ELECTRICAL PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT.
15. SECURE WATER HEATERS AND STORAGE TANKS AND PLUMBING EQUIPMENT TO STRUCTURE AS REQUIRED BY CODE. REFER TO THE STRUCTURAL DRAWINGS FOR ADDITIONAL SPECIAL REQUIREMENTS RELATED TO THE
PLUMBING INSTALLATION.
16. PROVIDE PLUMBING ANCHORAGE AND EXPANSION EVERY 100' PIPE LENGTH PER CODE.
17. ACCESS PANELS ARE REQUIRED AT ALL CONCEALED VALVES AND EQUIPMENT. COORDINATE LOCATION AND SIZE WITH ARCHITECT.
18. STUB OUT TO SITE SERVICES 5' OUTSIDE BUILDING FOUNDATION. PIPE SIZE, FIXTURE UNITS, AREA DRAINED, INVERT ELEVATION, SIZES, AND SQUARE FOOTAGES AS INDICATED. NOTIFY ENGINEER OF ANY DISCREPANCIES
PRIOR TO COMMENCING WORK.
19. INSULATE HORIZONTAL RAIN WATER LEADER PIPING FROM ROOF DRAIN TO VERTICAL RISER.
20. INSULATE PIPING PER SEC AND PER DIVISION 22 SPECIFICATIONS (WHICHEVER IS GREATER).
21. GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE WITH PIPING BELOW DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY.
22. PIPING INSTALLED ADJACENT TO ELECTRICAL CABLE TRAYS SHALL ALLOW MINIMUM ACCESS OF 6" IF RUNNING PARALLEL AND ABOVE CABLE TRAYS, ALLOW 18" TO THE SIDE OF CABLE TRAYS.
23. COORDINATE LOCATIONS OF PLUMBING EQUIPMENT TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND SERVICE ACCESS DUE TO EQUIPMENT MAINTENANCE.
24. REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS, VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY.
25. PROVIDE FABRICATED STEEL MEMBER SUPPORTS AS REQUIRED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS INDICATED ON DRAWINGS, OR IN SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT. REQUIRED
STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL.
26. IF REQUIRED FOR INSTALLATION OF PIPES AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORCES, MOMENTS,
DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER.
27. DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER.
28. PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM PIPE SECTIONS.
29. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW PIPING OFFSETS WHICH MAY BE REQUIRED.
30. ALL WATER, SOIL, AND WASTE PIPING IN AREAS SUBJECT TO FREEZING SHALL BE PROTECTED FROM FREEZING PER THE REQUIREMENTS OF THE UPC 312.6.
31. WHERE PIPE SIZES ARE NOT SHOWN ON DRAWINGS, SIZE PIPING PER THE UNIFORM PLUMBING CODE.
32. PRIOR TO SUBMITTING ALL PLUMBING FIXTURES THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE SPECIFIED FIXTURE WITH THE SIZES OF FINISH CABINETRY AS IDENTIFIED IN GENERAL CONTRACTOR'S SHOP
DRAWINGS. ANY DISCREPANCIES BETWEEN THE SIZE OF THE FIXTURES SPECIFIED AND THE FINISH CABINETRY SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTAL.
33. PLUMBING VENTS SHALL TERMINATE A MINIMUM 10' FROM OUTSIDE AIR INTAKES, PER CODE.
34. LABEL ALL PIPING SYSTEMS PER THE IMC AND UPC.
35. SUPPORT AND BRACE PIPING SYSTEMS IN ACCORDANCE WITH UPC SECTION 314 AND AS REQUIRED IN THE SPECIFICATIONS.
36. ALL MATERIALS IN CONTACT WITH PIPING SYSTEMS SHALL BE COMPATIBLE FOR USE WITH AND FOR CONTACT WITH THE PIPING MATERIAL. CONTRACTORS AND TRADES SHALL VERIFY COMPATIBILITY OF THEIR PRODUCTS
WITH THE PIPING SYSTEMS. THIS INCLUDES, BUT IS NOT LIMITED TO, FIRE STOPPING SEALANTS, FIRE STOPPING COLLARS, VIBRATION ISOLATION ELEMENTS, THERMAL INSULATION, EXPANSION JOINTS AND ANY MATERIAL IN
CONTACT WITH PIPES.
37. ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL.
38. PIPE BURIAL METHODS FOR BELOW -GRADE PIPING SHALL COMPLY WITH MFR. INSTALLATION INSTRUCTIONS, ASTM D 2321 AND ASTM F1668. FAILURE TO FOLLOW THESE REQUIREMENTS CAN LEAD TO PIPE FAILURE.
39. ROOF -MOUNTED PIPING SHALL BE INSTALLED ON FREE-FLOATING, PREFABRICATED SUPPORTS SIMILAR TO MIRO MODEL 24-R OR ROOF TOP BLOX ON WALKWAY TREAD PADS. THE USE OF WOOD FOR SUPPORTS IS
PROHIBITED.
40. ALL ITEMS IN CONTACT WITH POTABLE WATER SHALL COMPLY WITH THE NATIONAL "REDUCTION OF LEAD IN DRINKING WATER ACT" S.3874.
41. WHERE MANUFACTURERS HAVE RECOMMENDED OR REQUIRED TRAINING PROGRAMS FOR THE INSTALLATION OF THEIR PRODUCT, ALL CONTRACTOR EMPLOYEES INSTALLING THAT PRODUCT SHALL BE TRAINED AND HAVE
WRITTEN DOCUMENTATION CONFIRMING THAT TRAINING AND SHALL FURNISH A COPY OF THE TRAINING DOCUMENTATION WITH THE PROJECT SUBMITTAL FOR EACH INSTALLING INDIVIDUAL SHOWING CURRENT INSTALLATION
TRAINING WITHIN TWO (2) YEARS OF START OF THE THIS PROJECT.
PLUMBING LEGEND
SYMBOL DESCRIPTION
VALVES
BALANCING VALVE
PRESSURE REGULATING VALVE
PRESSURE REDUCING VALVE (PRV)
AUTOMATIC CONTROL VALVE - TWO WAY
(ELECTRIC OPERATOR SHOWN)
AUTOMATIC CONTROL VALVE - THREE WAY
(ELECTRIC OPERATOR SHOWN)
i� BALL VALVE
GATE VALVE
GAS COCK
RELIEF VALVE
CHECK VALVE
I� BUTTERFLY VALVE
o- REDUCED PRESSURE BACKFLOW ASSEMBLY
BALANCING/MEASURING VALVE
REFERENCE CODES
IBC
INTERNATIONAL BUILDING CODE - 2018
IMC
INTERNATIONAL MECHANICAL CODE - 2018
UPC
UNIFORM PLUMBING CODE - 2018
IFGC
INTERNATIONAL FUEL GAS CODE - 2018
IFC
INTERNATIONAL FIRE CODE - 2018
NEC
NATIONAL ELECTRICAL CODE - 2020
WSEC
WASHINGTON STATE ENERGY CODE - 2018
ICC
ICC A117.1 ACCESSIBILITY CODE - 2009
ASME
AMERICAN SOCIETY OF MECHANICAL ENGINEERS -
A17.1 - 2007 W/ 2008 ADDENDA SAFETY CODE FOR
ELEVATORS AND ESCALATORS
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS
13D, 13R, OR 13 (AS APPLICABLE) - 2016
SHEET INDEX
SHEET
TITLE
NO.
PO.01
PLUMBING ABBREVIATIONS, NOTES & LEGEND
PO.02
PLUMBING SCHEDULES AND CALCULATIONS
P1.00
UNDERGROUND PLUMBING PLAN
P2.01
LEVEL 1 PLUMBING PLAN
P3.00
PLUMBING DETAILS
P4.00
PLUMBING RISER DIAGRAMS
TABLE C404.3.1 - HOT WATER
PIPING VOLUME
NOMINAL PIPE
SIZE (IN.)
VOLUME
Z. PER
FOOT O LENGTH)
MAXIMUM PIPING LENGTH (FT.)
PFAUCETSUBLIC V
OTHER
FIXTURES/APPLIANCES
Y"
1.5
2.0
43.0
%"
3.0
0.5
21.0
1"
5.0
0.5
13.0
1Ya"
8.0
0.5
8.0
1Y"
11.0
0.5
6.0
2" AND LARGER
18.0
0.5
4.0
PLUMBING LEGEND
SYMBOL DESCRIPTION
PIPING
FLOW ARROW
I�
CAP OR CLEANOUT
PIPE UP OR TEE UP AND DOWN
PIPE DOWN
PIPE TEE UP
PIPE TEE DOWN
45' DEGREE ELBOW
90' DEGREE ELBOW
4 WAY TEE
TEE
PIPE BREAK
PIPING
SPECIALTIES
4
PRESSURE GAGE
THERMOMETER
SIGHT GLASS
VENTURI FLOW METER
FLOW METER
MANUAL AIR VENT (MAV)
GAS PRESSURE REGULATOR
M
WATER METER
y
WYE STAINER
WYE STAINER WITH CAPPED HOSE
END BLOWDOWN VALVE
J
FLANGE
UNION
ECCENTRIC REDUCER
STEAM TRAP
HOSE BIBBS
HOSE BIBB/WALL HYDRANT
PIPE ANCHOR
ALLIGNMENT GUIDE
TS
t
TEMPERATURE/PRESSURE
TEST PORT/PETE'S PLUG
'-'
FLEXIBLE CONNECTION IN PIPING
FUNNEL
Y
PLUMBING LEGEND
SYMBOL DESCRIPTION
GENERAL
NORTH NORTH ARROW
A SECTION IDENTIFICATION
M201
SHEET IDENTIFICATION
SHEET NOTES
RISER CALLOUT (RISER-1
PLUMBING FIXTURE TAG (WC-1
REVISION CALLOUT (REV-1
REVISION BUBBLE
DETAIL CALLOUT (1 /P2.05)
COLUMN GRID SYMBOLS
GENERAL MECHANICAL NOTES
NUMBER IDENTIFICATION
FLAG MECHANICAL NOTES
NUMBER IDENTIFICATION
EXISTING WORK OR BACKGROUND
INFORMATION (LIGHT LINE
NEW WORK (HEAVY LINE
RELOCATE EXISTING EQUIPMENT ITEM
OR DEVICE INDICATED
EXISTING EQUIPMENT OR PIPING
TO BE SELECTIVELY DEMOLISHED
TYPICAL EQUIPMENT DESIGNATION
(PUMP)
POINT OF CONNECTION TO EXISTING
WATER
PIPING SYSTEMS
W$
WATER SERVICE
COLD WATER FILTERED
CWF
-
COLD WATER (ABOVE FLOOR/GRADE)
HOT WATER (ABOVE
FLOOR/GRADE) (120' F
TEMPERED WATER IF NOT
INDICATED OTHERWISE)
140
HIGH TEMP HOT WATER 140'
OR AS INDICATED
160
HIGH TEMP HOT WATER 160°
OR AS INDICATED
T
TEMPERED WATER
TWC
TEMPERED WATER CIRCULATING
- - -
HOT WATER CIRCULATING
NP
NON POTABLE WATER
M
WATER METER
HEAT TRACE FOR COLD WATER PIPE
DRAIN
WASTE & VENT PIPING
WASTE (ABOVE FLOOR) PIPING
- WASTE (BELOW FLOOR) PIPING
---------------- VENT
AW
ACID WASTE
GW
GREASE WASTE
GD
GARAGE DRAIN
C
CONDENSATE DRAIN
P
PUMPED PIPING
FCO FLOOR CLEANOUT (FCO)
WCO WALL CLEANOUT (WCO)
Q VTR VENT THRU ROOF
®
FLOOR DRAIN
❑o
FLOOR SINK
REUSE OF DOCUMENTS
VERIFY SCALE
BAR MEASURES ONE INCH
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED
ON ORIGINAL DRAWING
HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS
0
THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE
USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT
IF NOT ONE INCH ON THIS
WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING.
DRAWING, ADJUST SCALES
COPYRIGHT, HV ENGINEERING, INC.
ACCORDINGLY.
HV Engineering, Inc.
Consulting Engineers
Hall Creek Office Park
6912 220th St. SW, Suite 303
Mountlake Terrace, WA 98043
Phone: (206) 706-9669
www.hvengineering. biz
Project -
Stillhouse Coffee
nratinr
558 Main Street Suite 108
Edmonds, WA 98020
Prepared For
JD Plumbing & Fire
Protection
P.O. Box 1770
19495 144th Ave NE, A125
Woodinville, WA 98072
NO. DATE REVISION
PARTNER IN CHARGE
SDB
PROJECT MANAGER
PMB
PROJECT ENGINEER
BAQ
PROJECT TEAM MEMBERS
NIP, PMB, BAQ
CHECK
SDB
--- --, -�23
TITLE
PLUMBING NOTES,
ABBREVIATIONS &
LEGEND
PROJECT NO.
2023-067
DATE AUGUST 22, 2023
91116AX611nwi'yGIVIV is
SHEET NUMBER
P0001
PLUMBING CALCULATIONS
2018 UPC PLUMBING CODE PER TABLE 702.1 AND TABLE A-103.1
CW/HW FOR RESIDENTIAL FIXT. PER SEPARATE APPENDIX M CALC
BUILDING SUMMARY
MIN. SIZE
TRAP/ARM
IN.
QTY
DOMESTIC WATER WSFU
SEWER DFU
FIXTURE TYPE
PER
FIXTURE
TOTAL*
HW PER
FIXTURE
TOTAL*
HW
PER
FIXTURE
TOTAL
FLOOR DRAIN (30-50 GPM)
3
1
0
0
RECEPTOR, INDIRECT WASTE (30<GPM<50)
3
2
6
12
COMMERCIAL KITCHEN AND LAUNDRY EQUIPMENT
DISHWASHER - INDIRECT WASTE <50 GPM
IW
1
4
4
DIPPER SINK
IW
1
2
2
DUMP SINK
2
1
2
2
2
2
2
2
THREE COMP SINK
IW
1
3
3
2.25
2.25
--
--
PREP SINK
IW
1.5
1.125
2
0
HAND SINK
1.5
1
1 1
1
0.75
1 0.75
1
1
PITCHER RINSER
IW
1
1
1
ICE MAKER
IW
1
1
1
ESPRESSO MAKER
IW
1
1
1
POT FILLER, HOT ONLY
2
_ _
2
I TOTALS 11 1 13 1 7L 15
TOTAL PEAK BUILDING WATER DEMAND (GPM) 9
1-1/2" EXISTING CW STUB
NOTE: 4" WASTE STUB PROVIDED: BASED ON 15 DFUS. A 4" WASTE PIPE AT 1/8" PER FOOT SLOPE CAN HANDLE 172 DFU
PER 2018 UPC TABLE 703.2.
2018 UPC WATER SERVICE CALCULATIONS
APPENDIX M FOR RESIDENTIAL AND APPENDIX A FOR BALANCE OF BLDG
CALCULATE APP. A GPMS
Cold Water Piping to be Sized Based on a FT System (FV=Flush Valve, FT = Flush Tank)
Hot Water Piping to be Sized Based on a FT System (FV =Flush Valve, FT = Flush Tank)
PIPE MAINS
FIX UNIT
GPM
APPENDIX A SUPPLY
13
9
COLD WATER
13
9
HOT WATER
7
6
STATIC WATER PRESSURE (PSI)
78.0
COLD WATER PRESSURE LOSS:
ELEVATION CHANGE (PSI) 0 FEET AT 0.433 PSI/FT
MIN. RESIDUAL PRESS. AT REMOTE FIXT. (PSI) 30.0 (TYPICALLY PROVIDE 25 PSIG + 5 PSIG FOR TXV)
TOTAL PRESSURE LOSS: 30.0
AVAILABLE PRESSURE (PSI)
78.0
- 30.0
48.0
LONGEST PIPE RUN (FT) 50 48.00
X 1.25 (FITTINGS) 1.25 62.5
Size All Piping Based on a Friction loss of: 12 PSI/100FT LOSS
and max velocity based on installation standard.
DOMESTIC WATER PIPE SIZING TABLE
WSFU BASED ON 2018 UPC CHART A103.1(1)
PIPE MATERIAL
TYPE L COPPER
FLUSH TANK
VELOCITY <= 8 FPS COLD
PSI/100 FT
12
MIN/MAX RANGE
MIN
MAX
PIPE SIZE (")
UNITS
1/2
WSFU
0
4
GPM
0
3
3/4
WSFU
4.5
14
GPM
3
10
1
WSFU
15
30
GPM
11
20
11/4
WSFU
31
55
GPM
20
31
11/2
WSFU
56
100
GPM
31
44
2
WSFU
101
265
GPM
44
77
COPYRIGHT HV ENGINEERING
PIPE MATERIAL
TYPE L COPPER
FLUSH TANK
VELOCITY <= 5 FPS
HOT
PSI/100 FT
12
MIN/MAX RANGE
MIN
MAX
PIPE SIZE (")
UNITS
1/2
WSFU
0
4
GPM
0
3
3/4
WSFU
5
9
GPM
41
7
1
WSFU
10
16
GPM
7
12
11/4
WSFU
17
28
GPM
12
19
11/2
WSFU
29
45
GPM
19
27
2
WSFU
46
120
GPM
27
48
COPYRIGHT HV ENGINEERING
X 100 FT
63 FT
DOMESTIC WATER PIPE SIZING TABLE
WSFU BASED ON 2018 UPC CHART A103.1(1)
PIPE MATERIAL
PEX
FLUSH TANK
VELOCITY <= 8 FPS CW+HW
PSI/100 FT
12
MIN/MAX RANGE
MIN
MAX
PIPE SIZE (")
UNITS
1/2
WSFU
0
4
GPM
0
3
3/4
WSFU
4
9
GPM
3
7
1
WSFU
10
20
GPM
7
14
11/4
WSFU
21
32
GPM
15
21
11/2
WSFU
33
52
GPM
21
30
2
WSFU
53
130
GPM
30
51
COPYRIGHT HV ENGINEERING
KITCHEN PLUMBING EQUIPMENT TABLE [1]
v
v
v
+)
41
v
�
�
(6
+'
U
U
Item
U
No
Qty
Equipment Category
Manufacturer
Model Number
U cn
LN
= cn
o
w
v
1
1
ESPRESSO MAKER
LAMARZOCCO
LINEA PB 3 HEAD
1/2"
X
240v 50A
X
5
1
DISHWASHER
JACKSON
DISHSTAR HT
3/4"
X
208v 37A
X
6
1
DUMP SINK
WATERLOO
SINK
1/2"
1/2"
X
X
7
1
DIPPER SINK
REGENCY
DIPPER WELL/FAUCET
1/2"
X
X
8
1
PITCHER RINSER
RHINO
JUG WASHER
1/2"
X
X
9
1
3-COMP SINK
REGENCY
UC 3 COMP
1/2"
1/2"
X
X
10
1
HAND SINK
REGENCY
WALLMOUNT GOOSE
1/2"
1/2"
X
X
12
2
FLOOR SINK
[2]
[2]
X
X
18
1
ICE MAKER
AVANTCO
UC-H-280-A
1/2"
X
115v 15A
X
NOTE 1: VERIFY FINAL FIXTURE SELECTIONS WITH KITCHEN CONSULTANT, GC & OWNER PRIOR TO PROCUREMENT.
NOTE 2: SEE MISC. PLUMBING SCHEDULE FOR FIXTURE SELECTION
PUMPS
EQUIPMENT NUMBER
CP-1
SERVICE
LOCATION
CAFE REAR ENTRY
SERVICE/
COMMERCIAL KITCHEN
SYSTEM
DOMESTIC HW
TYPE I
CIRCULATOR
SERVICE CONDITIONS
CAPACITY -GPM
1.0
TOTAL HEAD -FT
13.8
FLUID
DOMESTIC WATER
TEMPERATURE -DEG F
120
MOTOR
HORSEPOWER -MINIMUM
1/25
VOLTS -PHASE -HERTZ
115-1-60
CONNECTIONS
MANUFACTURER -DESIGN BASIS
GRUNDFOS UP1518B5TLC
WEIGHT
REMARKS
[11 IMPELLER DIAMETER OF PUMP SHALL NOT BE GREATER THAN 90% OF THE MAXIMUM
POSSIBLE IMPELLER DIAMETER FOR THE PUMP.
TANKLESS WATER HEATER SCHEDULE
EQUIPMENT NUMBER
WH-1
SERVICE CONDITIONS
TYPE
TANKLESS
TEMPERATURE
120 DEGREE
STORAGE CAPACITY
NA
MIN. OPERATING FLOW RATE
0.2 GPM
TEMP RISE @ 2.0 GPM
120 DEG F
TEMP RISE @ 2.5 GPM
100 DEG F
TEMP RISE @ 3.5 GPM
70 DEG F
TEMP RISE @ 4.0 GPM
60 DEG F
TEMP RISE @ 6.0 GPM
40 DEG F
WORKING PRESSURE (PSIG)
150
DIMENSIONS
17-11/16" (W) x 25" (H) x 4-9/16"(D)
WEIGHT
39 LBS
ELECTRICAL DATA
VOLT/HERTZ/PHASE
208/60/3
KILOWATTS (KW)
36
MANUFACTURER -DESIGN BASIS
MANUFACTURER/MODEL
HUBBEL TX036-6R
MISCELLANEOUS PLUMBING EQUIPMENT SCHEDULE
SYMBOL
ITEM
MAKE/MODEL
REMARKS
DRAINS
FS-1
FLOOR SINK
ZURN FD2376
SEE DETAIL 9-P3.00
FD-1
FLOOR DRAIN (FD) OR FUNNEL (FFD) (SIZE PER PLANS)
PROFLO PF821200ANR
SEE DETAIL 4-P3.00. PROVIDE TRAP PRIMER PER DETAIL 5-P3.00
TRAP PRIMERS
TP-1
TRAP PRIMER
PPP
INSTALL WHERE REQUIRED
BACKFLOW PREVENTERS
BFP-1
3/4" REDUCED PRESSURE ZONE BACKFLOW ASSEMBLY
WATTS 009QT
DISHWASHER - I.W. TO APPROVED LOCATION, NSF 61 COMPLIANT
BFP-2
3/4" REDUCED PRESSURE BACKFLOW ASSEMBLY
WATTS 009QT
DISHWASHER DRAIN COOLER - I.W. TO APPROVED LOCATION, NSF 61
COMPLIANT
BFP-3
1/2" REDUCED PRESSURE BACKFLOW ASSEMBLY
WATTS 009QT
ESPRESSO MAKER - I.W. TO APPROVED LOCATION, NSF 61 COMPLIANT
TEMPERING VALVES
TV-1
THERMOSTATIC MIXING VALVE
CASH ACME HG135-LF
3/8" MIXING VALVE, ASSE 1070 CERTIFIED. NSF/ANSI 61/372 APPROVED.
PIPING SYSTEM SCHEDULE AND SPECIFICATION
SYSTEM
ABOVE GROUND
BELOW GROUND
JOINT METHOD
REMARKS/PIPE INSULATION
SOIL/WASTE/VENT
ABS
CAST IRON
ABS
SOLVENT WELD
NO HUB
COLD WATER &
HOT WATER
TYPE M COPPER
PEX
SOLDER JOINTS
PEX CONNECTIONS PER MANUFACTURER
INSULATE PER WSEC
REUSE OF DOCUMENTS
VERIFY SCALE
BAR MEASURES ONE INCH
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED
ON ORIGINAL DRAWING
HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS
0 1
THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE
USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT
IF NOT ONE INCH ON THIS
WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING.
DRAWING, ADJUST SCALES
COPYRIGHT, HV ENGINEERING, INC.
ACCORDINGLY.
1
�w
VJ
ti
J
HV Engineering, Inc.
Consulting Engineers
Hall Creek Office Park
6912 220th St. SW, Suite 303
Mountlake Terrace, WA 98043
Phone: (206) 706-9669
vvvvw.hvengineering. biz
Project -
Stillhouse Coffee
nratinr
558 Main Street Suite 108
Edmonds, WA 98020
Prepared For
JD Plumbing & Fire
Protection
P.O. Box 1770
19495 144th Ave NE, A125
Woodinville, WA 98072
NO. DATE REVISION
PARTNER IN CHARGE
SDB
PROJECT MANAGER
PMB
PROJECT ENGINEER
BAQ
PROJECT TEAM MEMBERS
NIP, PMB, BAQ
CHECK
SDB
--- --, -�23
TITLE
PLUMBING
CALCULATIONS
PROJECT NO.
2023-067
DATE AUGUST 22, 2023
1:ZialM61ikI:1111',511147Jia
SHEET NUMBER
P0002
GENERAL NOTES:
1. ALL SANITARY DRAINAGE PIPING SLOPED AT %4"/FT
UNLESS OTHERWISE NOTED, SLOPE ALL PIPING AS
REQUIRED PER PLUMBING CODE.
SHEET NOTES:
Oi CONNECT TO EXISTING UTILITY STUB
OTRAP ARM LENGTH EXCEEDS UPC TABLE 1002.2 ALLOWANCE.
BASED ON KITCHEN CONSULTANT LOCATED FIXTURES, VENT
CANNOT ROUTE UP IN MIDDLE OF SPACE AND THEREFORE
MUST ROUTE HORIZONTALLY TO WALL DUE TO STRUCTURAL
CONDITIONS. SLOPE VENT BACK TO DRAIN LINE & TIE VENT
INVERT OFF ABOVE THE CENTERLINE OF THE DRAINAGE PIPE
PER UPC 905.3
O
z
UNDERGROUND PLUMBING PLAN
SCALE: %4" = 1'-0"
REUSE OF DOCUMENTS
VERIFY SCALE
BAR MEASURES ONE INCH
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED
ON ORIGINAL DRAWING
HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS
0
THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE
USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT
IF NOT ONE INCH ON THIS
WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING.
DRAWING, ADJUST SCALES
COPYRIGHT, HV ENGINEERING, INC.
ACCORDINGLY.
ti
HV Engineering, Inc.
Consulting Engineers
Hall Creek Office Park
6912 220th St. SW, Suite 303
Mountlake Terrace, WA 98043
Phone: (206) 706-9669
www.hvengineering. biz
Project
Stillhouse Coffee
nratinr
558 Main Street Suite 108
Edmonds, WA 98020
Prepared For
JD Plumbing & Fire
Protection
P.O. Box 1770
19495 144th Ave NE, A125
Woodinville, WA 98072
NO. DATE REVISION
PARTNER IN CHARGE
SDB
PROJECT MANAGER
PMB
PROJECT ENGINEER
BAQ
PROJECT TEAM MEMBERS
NIP, PMB, BAQ
CHECK
SDB
I0ZICI►IAA:;WAi1I
--- --, -�23
TITLE
UNDERGROUND
PLUMBING PLAN
PROJECT NO.
2023-067
DATE AUGUST 22, 2023
1:Zial:161i�I ifyil:i7Jia
SHEET NUMBER
Pi
■
GENERAL NOTES:
1. VERIFY FINISHED FLOOR ELEVATION OF CAFE SPACE.
MUST BE ABOVE 0" TO MEET INVERT ELEVATION OF
WASTE POC.
SHEET NOTES:
< CONNECT TO EXISTING UTILITY STUB
O
z
LEVEL 1 PLUMBING PLAN
SCALE: %4" = 1'-0"
REUSE OF DOCUMENTS
VERIFY SCALE
BAR MEASURES ONE INCH
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED
ON ORIGINAL DRAWING
HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS
0
THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE
USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT
IF NOT ONE INCH ON THIS
WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING.
DRAWING, ADJUST SCALES
COPYRIGHT, HV ENGINEERING, INC.
ACCORDINGLY.
ti
HV Engineering, Inc.
Consulting Engineers
Hall Creek Office Park
6912 220th St. SW, Suite 303
Mountlake Terrace, WA 98043
Phone: (206) 706-9669
www.hvengineering. biz
Project
Stillhouse Coffee
nratinr
558 Main Street Suite 108
Edmonds, WA 98020
Prepared For
JD Plumbing & Fire
Protection
P.O. Box 1770
19495 144th Ave NE, A125
Woodinville, WA 98072
NO. DATE REVISION
PARTNER IN CHARGE
SDB
PROJECT MANAGER
PMB
PROJECT ENGINEER
BAQ
PROJECT TEAM MEMBERS
NIP, PMB, BAQ
CHECK
SDB
1Q1d'1AA:;W:F:11
--- --, -�23
TITLE
LEVEL 1 PLUMBING
PLAN
PROJECT NO.
2023-067
DATE AUGUST 22, 2023
91116AX61i�I ify8I:i7Jia
SHEET NUMBER
P2001
COUNTER TOP 2"V UP IN WALL
PLUMBING FIXTURE CONNECT TO
RUN LOOP AS HIGH VENT SYSTEM
CW & HW AS POSSIBLE
UP TO FAUCET
CW & HW BELOW 135°
FLOOR, OVER AND UP I
WALL TT 2"
CLEANOUT
C.O.
2" WASTE 1 J�" VENT (SLOPE TO
3" WASTE
DRAIN -MINIMUM 2%)
ISLAND WASTE AND VENT LOOP DETAIL
SCALE: NTS
DEPRESS
WHERE N
FIND
FLOOR DRAIN DETAIL
SCALE: NTS
ALL INSIDE FLUSH CLEANOUTS SHALL BE INSTALLED IN
SUCH A MANNER THAT THE TOP COVER SHALL BE
FLUSH WITH THE SURFACE OF THE FINISHED FLOOR.
INTERIOR CLEANOUT DETAIL
SCALE: NTS
COVER
LOCKING SCREW
RIM
FRAME ASSEMBLY
CLAMPING FLANGE &
RING (WHERE REQUIRED)
GASKET
CO. PLUG
KEEP OUTLET PIPE
STRAIGHT WITH AT LEAST
1 /4" PER FOOT SLOPE
5' MAX
DISCHARGE VIA 2" AIR
GAP AS INDIRECT
WASTE TO FLOOR SINK
3-COMPARTMENT SINK DETAIL
SCALE: NTS
MAX 1h"C-
ACCESS DOOR (AT RECESSED
LOCATION IN FINISHED SPACES)
ZE PER PLANS
6"MIN. ABOVE FLOOD
)R TO OFFSETTING OR
PING TO OTHER VENTS
PRESSURE REDUCING
VALVE WITH THERMAL
EXPANSION BYPASS
3/4"HW INLET
FLOOR
1 >12" ABOVE
DRAIN FOR
20' OF PRII
IL" MMAKVILI
UNION TYP.
PPP P2-500
PRIME RITE TRAP
PRIMER VALVE
DISTRIBUTION UNIT
DU-4/DU-U
WHERE APPLICABLE
Jh" COPPER TO FLOOR
DRAIN, TRAP MAKE UP
WATER (TYP.) QTY. AS
REQUIRED (MAX 4)
TRAP PRIMER DETAIL
SCALE: NTS
2" VENT Up-,
I
I
BFP-1
CO
WATER HAMMER ARRESTOR
STRAINER W/ BLOW -OFF VALVE
THERMOMETER/PRESSURE GAUGE
T&P VALVE %"CW TO BFP-2*
COMMERCIAL FROM NEAREST CW
DISHWASHER SOURCE
= WH BFP-2
�EP U
* PIPE RELIEF VALVE TO OPEN DRAIN, INSTALL I DISHWASHER DRAIN COOLER
IN ACCORDANCE WITH ALL LOCAL CODES. VALVE, THERMOMEGATECH
DTV-1/2". PROVIDE WATER
3" WASTE _J HAMMER ARRESTER.
FS-1 FLOOR SINK
DISHWASHER CONNECTION DETAIL
SCALE: NTS
OFFSET HOT WATER MAIN TO HAND
LAVATORY AS NEEDED.
THERMOSTATIC TV
TEMPERING VALVE 1
NOTE: ROUTE HOT WATER PIPING MAIN
OVER TO HAND SINK SUCH THAT NO
MORE THAN 2' OF "DEAD" BRANCH PIPE
EXISTS PER WSEC C4033.1. TYPICAL FOR
ALL HAND SINKS AND LAVATORIES.
TYPICAL LAVATORY / HAND SINK
TYPICAL LAVATORY &
HAND SINK PIPING DETAIL
SCALE: NTS
NOT USED
SCALE: NTS
HALF -GRATE OR NO -GRATE AS
INDICATED ON KITCHEN PLANS
INSTALL FLUSH WITH FINISHED FLOOR
OR AS LOCAL CODES REQUIRE. SOME
LOCAL CODES REQUIRE FLOOR SINK RIM
TO BE ABOVE FINISHED FLOOR.
ANCHOR FLANGE WITH CLAMPING
RING AND SEEPAGE HOLES
DOME STAINER
FLOOR SINK DETAIL
NOT TO SCALE
NO -HUB
FITTING
DRAIN PIPE
RAISED RIM INSTALLATION AS
LOCAL CODES REQUIRE.
NON -SHRINK GROUT
FINISHED
FLOOR
PROVIDE WATERPROOF MEMBRANE AT
ALL FLOOR DRAINS, FLOOR SINKS, AND
TRENCH DRAINS.
REUSE OF DOCUMENTS
VERIFY SCALE
BAR MEASURES ONE INCH
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED
ON ORIGINAL DRAWING
HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS
0
THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE
USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT
IF NOT ONE INCH ON THIS
WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING.
DRAWING, ADJUST SCALES
COPYRIGHT, HV ENGINEERING, INC.
ACCORDINGLY.
ti
J
HV Engineering, Inc.
Consulting Engineers
Hall Creek Office Park
6912 220th St. SW, Suite 303
Mountlake Terrace, WA 98043
Phone: (206) 706-9669
www.hvengineering. biz
Project —
Stillhouse Coffee
nratinr
558 Main Street Suite 108
Edmonds, WA 98020
Prepared For
JD Plumbing & Fire
Protection
P.O. Box 1770
19495 144th Ave NE, A125
Woodinville, WA 98072
NO. DATE REVISION
PARTNER IN CHARGE
SDB
PROJECT MANAGER
PMB
PROJECT ENGINEER
BAQ
PROJECT TEAM MEMBERS
NTP, PMB, BAQ
CHECK
SDB
--- --, -�23
TITLE
PLUMBING DETAILS
PROJECT NO.
2023-067
DATE AUGUST 22, 2023
91116AX61i�I�1'.LiI:�7Ji1:
SHEET NUMBER
P3000
1 W"CW STUB
WH
1
1"HW(11 FU)
1 "CW
74"CW (13 FU
W'HW (4 FU
Y4"HW (7 FU
LEVEL 1
/_1 "CW (13 FU)
Y4"CW (8 FU) Y4"HW (6.25 FU)
74"CW (9 FU) r2"CW (1 FU)
1611CW (3 FU)
-- - - r_�
5O L�S L� O
J6"HW (.75 FU
W'HW (2.25 FU
CHANGES TO PEX
FOR UG PIPING
)6"HWC (1 GPM)
)6"HW (2 FU)
W'HW (2 FU
Y2"CW (1 FU)-/
3/4"CW (5 FU)-/
WATER RISER DIAGRAM
P4.00 SCALE: NTS
NOTES:
1) ABOVE GRADE WATER PIPE SIZED AS COPPER TYPE M.
2) BELOW GRADE WATER PIPE SIZED AS PEX.
2) PIPE SIZED PER SIZING TABLES SHOWN ON P0.02.
3) SITE OR OFF -SITE MANUFACTURED CUSTOM FITTINGS ARE NOT ALLOWED.
000
W'HW (4 FU)
Y2"CW (1 FU)
Y2"HW (2 FU)
Y2"CW (1 FU)
W"CW (2 FU)
3"V STUB �-----i-----,------ 2-,V i ----7
-----------------------
1 W'V i 2"V i (6) i (6) i l w,v
(2)i (0)i i i (2)
I I 5 1 O I I
On I I g l OI 10 I
LEVEL 1 FCO I i i FD i FS i F1 i I FCO
3
L "� '0L LL n
3„W� 3„W f 3"W7 svW� 3„W
(2 DFU) (2 DFU) (8 DFU) (14 DFU) 3"W 15 DFU T 4"W STUB
WASTE & VENT RISER DIAGRAM
SCALE: NONE
NOTES:
1) ALL WASTE & VENT IS SIZED PER 2018 UPC CHAPTER 7.
2) ALL WASTE PIPING SLOPED AT %"/FT UNLESS NOTED OTHERWISE
3) ALL GREASE WASTE PIPING MUST RUN AT 2% GRADE
REUSE OF DOCUMENTS
VERIFY SCALE
BAR MEASURES ONE INCH
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED
ON ORIGINAL DRAWING
HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS
0
THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE
USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT
IF NOT ONE INCH ON THIS
WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING.
DRAWING, ADJUST SCALES
COPYRIGHT, HV ENGINEERING, INC.
ACCORDINGLY.
ti
HV Engineering, Inc.
Consulting Engineers
Hall Creek Office Park
6912 220th St. SW, Suite 303
Mountlake Terrace, WA 98043
Phone: (206) 706-9669
www.hvengineering. biz
Project
Stillhouse Coffee
nratinr
558 Main Street Suite 108
Edmonds, WA 98020
Prepared For
JD Plumbing & Fire
Protection
P.O. Box 1770
19495 144th Ave NE, A125
Woodinville, WA 98072
NO. DATE REVISION
PARTNER IN CHARGE
SDB
PROJECT MANAGER
PMB
PROJECT ENGINEER
BAQ
PROJECT TEAM MEMBERS
NIP, PMB, BAQ
CHECK
SDB
=Q1d'1aa:;W:F:11
--- --, -�23
TITLE
PLUMBING RISER
DIAGRAMS
PROJECT NO.
2023-067
DATE AUGUST 22, 2023
91116AX61i�I ify8I:i7Jia
SHEET NUMBER
P4000