BCOM2020-0033 - Plans1. RECYCLING. A MINIMUM OF 65% OF CONSTRUCTION WASTE IS TO BE
RECYCLED. CGC SECTION 4.408.1
2. RECYCLING. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION
WASTE MANAGEMENT PLAN, PER CGC SECTION 4.408.2
3. OPERATION AND MAINTENANCE MANUAL. THE BUILDER IS TO
PROVIDE AN OPERATION MANUAL (CONTAINING INFORMATION FOR
MAINTAINING APPLIANCES, ETC.) FOR THE OWNER AT THE TIME OF
FINAL INSPECTION.
CGC SECTION 4.410.1.
4. POLLUTANT CONTROL. DURING CONSTRUCTION END OF DUCTS
OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO
BE COVERED. CGC SECTION 4.504.1.
5. POLLUTANT CONTROL. VOC'S MUST COMPLY WITH THE LIMITATIONS
LISTED IN SECTION 4.503 AND TABLES 4.504.1, 4.504.2, 4.503 AND
4.504.5 FOR:
ADHESIVES, PAINTS AND COATINGS, CARPET AND COMPOSITION
WOOD PRODUCTS. CGC SECTION 4.504.2.
6. INTERIOR MOISTURE CONTROL. THE MOISTURE CONTENT OF THE
WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN
CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED
BY ONE OF THREE METHODS SPECIFIED. BUILDING MATERIALS WITH
VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN
CONSTRUCTION. THE MOISTURE CONTENT MUST BE DETERMINED
BY THE CONTRACTOR BY ONE OF THE METHODS LISTED IN CGC
102.3.
7. INDOOR AIR QUALITY. BATHROOM FANS SHALL BE ENERGY STAR
RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY
A HUMIDISTAT. CGC 4.506.1.
8. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR,
ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE
OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING
DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL
APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS
CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION.
CGC 102.3.
9. STORM WATER DRAINAGE RETENTION DURING CONSTRUCTION.
PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL SHALL
MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION BY ONE
OF THE FOLLOWING:
A.RETENTION BASINS
B.WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE
SYSTEM, WATER SHALL BE FILTERED BY USE OF A BARRIER
SYSTEM, WATTLE OR OTHER APPROVED METHOD. CGC
SECTION 4.106.2
10. GRADING AND PAVING. SITE GRADING OR DRAINAGE SYSTEM WILL
MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM
ENTERING BUILDINGS (SWALES, WATER COLLECTION, FRENCH
DRAINS, ETC). CGC SECTION 4.106.3. EXCEPTION: ADDITIONS NOT
ALTERING THE DRAINAGE PATH.
11. LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER OR SOIL
BASED CONTROLLERS. CGC SECTION 4.304.1.
COVER SHEET W/
GENERAL NOTES
A0
N.T.S
EXISTING TENANT SPACE OF APPROXIMATELY 2,783 SQ.FT IS PROPOSING A 256 SQ.FT. BAR REMODEL.
THE EXISTING BAR AREA WILL HAVE SOME DEMOLITION BY REMOVING THE COUNTERTOPS AND
PARTIAL PONY WALLS TO CREATE A SIMPLE "L" SHAPED BAR. NEW COUNTER WILL BE ADDED WITH AN
EXTENSION OF A NEW PONY WALL ALONG WITH A UNDERCOUNTER BAR SINK. THE SPACE WILL NOW BE A
WASHING STATION. A NEW BAR WILL BE BUILT AT THE CURRENT DINING AREA. THE NEW BAR WILL HAVE
MATCHING COUNTERTOPS WITH A NEW ADA COUNTER AND A NEW HANDSINK, UNDER BAR
REFRIGERATOR, AND TAPS FOR THE BEER. A NEW WALK-IN COOLER WILL BE ADDED BEHIND THE
WASHING STATION. NEW POWER WILL BE ADDED FOR THE WALK-IN REFRIGERATOR, AND TWO
DEDICATED CIRCUITS AT THE NEW BAR. ALL ELECTRICAL LIGHTING, LIGHTING CONTROLS, AND
SWITCHING TO REMAIN. ALL MECHANICAL HVAC AND DUCTING WILL NOT BE ALTERED. EXISTING
KITCHEN WILL NOT BE ALTERED. NO STRUCTURAL WORK. FOR PLUMBING WILL ADD THREE NEW FLOOR
SINKS, ONE FLOOR DRAIN, AND NEW WATER LINES AT NEW BAR FOR NEW HAND SINK. ALL RESTROOMS
ARE CURRENT ADA AND WILL NOT BE ALTERED.
NO. DATE REVISIONS
PROJECT: AN INDUSTRIAL BUILDING FOR:
LA QUINTA
BREWING COMPANY
LA QUINTA, CA. 92253
TITLE
SHEET NO.
OF:
DATE
AUG. 2020
DRN. BY
R.G.
SCALE
AS NOTED
APPROVED
Ramon Gutierrez (760)485-7003 / ramongwd@gmail.com
Adolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com
78-100 MAIN ST. SUITES 101 & 103
1. 09/14/20 PLAN CHECK CORRECTIONS
BCOM2020-0033
LA QUINTA BREWING
COMPANY / TENANT
IMPROVEMENT [VB/A-2
OCC/77-OL/SPRINKLED] .
CREATE NEW BAR AREA,
CONVERT EXISTING SERVICE
COUNTER TO WAIT STATION,
AND INSTALL NEW WALK-IN
COOLER. THIS PERMIT DOES
NOT INCLUDE STRUCTURAL
ALTERATIONS NOR CHANGES
TO THE MEANS OF EGRESS
SYSTEM. 2019 CALIFORNIA
BUILDING CODES.
09/15/2020
NO. DATE REVISIONS
PROJECT: AN INDUSTRIAL BUILDING FOR:
LA QUINTA
BREWING COMPANY
LA QUINTA, CA. 92253
TITLE
SHEET NO.
OF:
DATE
AUG. 2020
DRN. BY
R.G.
SCALE
AS NOTED
APPROVED
Ramon Gutierrez (760)485-7003 / ramongwd@gmail.com
Adolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com
78-100 MAIN ST. SUITES 101 & 103
1. 09/14/20 PLAN CHECK CORRECTIONS
A1
EXISTING
SITE PLAN
09/15/2020
NO. DATE REVISIONS
PROJECT: AN INDUSTRIAL BUILDING FOR:
LA QUINTA
BREWING COMPANY
LA QUINTA, CA. 92253
TITLE
SHEET NO.
OF:
DATE
AUG. 2020
DRN. BY
R.G.
SCALE
AS NOTED
APPROVED
Ramon Gutierrez (760)485-7003 / ramongwd@gmail.com
Adolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com
78-100 MAIN ST. SUITES 101 & 103
1. 09/14/20 PLAN CHECK CORRECTIONS
A2
EGRESS
PLAN
09/15/2020
NO. DATE REVISIONS
PROJECT: AN INDUSTRIAL BUILDING FOR:
LA QUINTA
BREWING COMPANY
LA QUINTA, CA. 92253
TITLE
SHEET NO.
OF:
DATE
AUG. 2020
DRN. BY
R.G.
SCALE
AS NOTED
APPROVED
Ramon Gutierrez (760)485-7003 / ramongwd@gmail.com
Adolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com
78-100 MAIN ST. SUITES 101 & 103
1. 09/14/20 PLAN CHECK CORRECTIONS
A2.1
WALL LEGEND
DEMOLITION
PLAN
REMOVE EXISTING PONY WALL AT
BAR
REMOVE
CABINETRY
REMOVE
CABINETRY
REMOVE
CABINETRY
REMOVE EXISTING
PONY WALL
REMOVE STONE
COUNTERTOP
09/15/2020
NO. DATE REVISIONS
PROJECT: AN INDUSTRIAL BUILDING FOR:
LA QUINTA
BREWING COMPANY
LA QUINTA, CA. 92253
TITLE
SHEET NO.
OF:
DATE
AUG. 2020
DRN. BY
R.G.
SCALE
AS NOTED
APPROVED
Ramon Gutierrez (760)485-7003 / ramongwd@gmail.com
Adolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com
78-100 MAIN ST. SUITES 101 & 103
1. 09/14/20 PLAN CHECK CORRECTIONS
A2.2
WALL LEGEND
ALL GENDER SIGN
1/4" THICK EQUILATERAL TRIANGLE
OVER 1/4" THICK 12" CIRCLE
EXIT
TES
ISA
FLOOR PLANS
EXISTING ALUMINUM
STOREFRONT WINDOW
INTERIOR WALL. 3-5/8" 25 GA. METAL
STUDS @ 24" O.C. WITH 5/8" DRYWALL
ONE SIDE. TEXTURE TO MATCH
EXISTING
48"X48"
60"X60"
48"X48"
1
1
24
3
2
1
24
3
3
1
24
3
4
1
24
3
5
1
24
3
1
3
2
4
5
6
6
ALL GENDER
NEW GLU-LAM
BAR COUNTER
42" MAX HGT.
ADA COUNTER
34" MAX HGT.
EXISTING PONY WALL AT
EXISTING BAR
NEW PONY WALL AT EXISTING BAR.
6" 20 GA METAL STUDS @24" O.C. W/
5/8" GREENBOARD & FRP FINISH AT
WASHING STATION SIDE. 5/8" GYP.
AT CUSTOMER SIDE
48"X48"
60"X60"
48"X48"
MIN.
MI
N
.
NEW GLU-LAM
COUNTERTOP
(E)EMPLOYEE
LOCKERS
NEW STONE COUNTERTOP
(NON-POROUS)
NEW BEER TAPS
NEW GLU-LAM
BAR COUNTER
42" MAX HGT.
6
NEW SEALED
CONCRETE FLOOR
NEW SEALED
CONCRETE FLOOR
(E)EPOXY
FLOOR
(E)EPOXY
FLOOR
(E)EPOXY
FLOOR
(E)EPOXY
FLOOR
(E)CERAMIC
TILE FLOOR
(E)CERAMIC
TILE FLOOR
7
8
TES
ISA
TE
S
IS
A
NEW WALK-IN
EVAP COIL
(E)CONC. PAD
FI
N
I
S
H
W
I
D
T
H
MIN.
09/15/2020
INTERIOR ELEVATIONS
A-3
NO. DATE REVISIONS
PROJECT: AN INDUSTRIAL BUILDING FOR:
LA QUINTA
BREWING COMPANY
LA QUINTA, CA. 92253
TITLE
SHEET NO.
OF:
DATE
AUG. 2020
DRN. BY
R.G.
SCALE
AS NOTED
APPROVED
Ramon Gutierrez (760)485-7003 / ramongwd@gmail.com
Adolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com
78-100 MAIN ST. SUITES 101 & 103
1. 09/14/20 PLAN CHECK CORRECTIONS
3SCALE: 1/4"=1'-0"
1NOT TOSCALE
2SCALE: 1/4"=1'-0"BAR DETAIL
ADA COUNTER
4SCALE: 1/4"=1'-0"ADA COUNTER KNEE CLEARANCE
5SCALE: 1/4"=1'-0"
SECTION VIEW
ADA
COUNTER
9
PLAN VIEW
ADA COUNTER
SECTION VIEW
ADA
COUNTER
ADACOUNTER TOE CLEARANCESCALE: 1/4"=1'-0"
0'-0" FIN. FLOOR
1 2
WOOD STAINED BASE
PLAN VIEW
6
GLU-LAM COUNTER
MA
X
GLU-LAM COUNTER
TAPROOM 1
1
1
24
3
4
1
24
3
0'-0" FIN. FLOOR
4
3
NEW SLIM FOOT TILE
NEW GLU-LAM
COUNTERNEW GLU-LAM COUNTER
NEW BAR
NEW FRP
PANELS7 5
NEW FRP PANELS NEW FRP
PANELS
& DETAILS
PLAN VIEW
ADA COUNTER
5/8" FIRE RATED
GYPSUM BOARD ONE SIDE
MATCH EXISTING TEXTURE
#8 SELF-TAPPING
1/2" METAL SCREW
@ 24" BOTH SIDES
3-5/8" OR 6" 25 GA.
METAL STUDS @ 24" O.C.
ICC#ESR-4792, ER4943 &
5089P
CONTINUOUS
3-5/8" 20 GA. TRACT
ICC#ESR-4792, ER4943
& 5089P
TYPICAL NON-LOAD BEARING WALL DETAIL
NEW SLIM FOOT TILE
NEW STONE COUNTERTOP
(NON-POROUS)
24" WOOD FINISH
BASE CABINET
NEW BEER TAPS BY
CONSULTANT
ADJUSTABLE
SHELVES
4
1
NEW BAR
SEALED CONCRETE
PLASTER FULL HEIGHT
#8 SCREWS @ 24"O.C.
BOTH SIDES
3-5/8" 20 GA. CONTINUOUS
TRACT W/HILTI X-U 32
P8/S15 COMBO PIN POWDER
ACTUATED, 0.157" DIAMETER
X 1-1/4" LONG @ 24" O.C. & 6"
FROM ENDS ICC#ESR-1752,
OR EQUAL
(N)5/8" GYP. BRD.
(N)WOOD PANELING
(N)SEALED
CONCRETE FLOORING
(N)SEALED CONCRETE FLOORING.
(MUST BE HEALTH DEPT
APPROVED)
(N)6" QUARRY TILE
"SLIMFOOT" STYLE
(N)5/8" GYP. BRD.
WATER RESISTANT
GREEN BOARD
(N)FRP. BRD.
(N)GLU-LAM COUNTERTOP
STAINED & SEALED
(N)1/4"X2" LAG
SCREWS W/FLAT
WASHERS @48"
(N)2"WX24"LX1/4"THICK
STEEL STRAP FOR BRACING,
BENT 90° HIDDEN IN GYP. BRD.
AND RECESSED AT COUNTER
W/(5)#8 METAL SCREWS @ 48"
+42" AFF
+34" AFF ADA
3-5/8" 20 GA. CONTINUOUS
TRACT W/HILTI X-U 32
P8/S15 COMBO PIN POWDER
ACTUATED, 0.157" DIAMETER
X 1-1/4" LONG @ 24" O.C. & 6"
FROM ENDS ICC#ESR-1752,
OR EQUAL
3-5/8" OR 6" 20 GA. METAL
STUDS @ 24" O.C.
ICC#ESR-4792, ER4943 & 5089P
CONTINUOUS
3-5/8" OR 6" 20 GA. TRACT
ICC#ESR-4792, ER4943
& 5089P
WOOD PANEL
FINISH WIDTH
FINISH WIDTH
09/15/2020
J
E-1
ELECTRICAL
POWER PLAN
NOTES & DETAILS
NO. DATE REVISIONS
PROJECT: AN INDUSTRIAL BUILDING FOR:
LA QUINTA
BREWING COMPANY
LA QUINTA, CA. 92253
TITLE
SHEET NO.
OF:
DATE
AUG. 2020
DRN. BY
R.G.
SCALE
AS NOTED
APPROVED
Ramon Gutierrez (760)485-7003 / ramongwd@gmail.com
Adolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com
78-100 MAIN ST. SUITES 101 & 103
1. 09/14/20 PLAN CHECK CORRECTIONS
48"X48"
60"X60"
48"X48"
09/15/2020
NO. DATE REVISIONS
PROJECT: AN INDUSTRIAL BUILDING FOR:
LA QUINTA
BREWING COMPANY
LA QUINTA, CA. 92253
TITLE
SHEET NO.
OF:
DATE
AUG. 2020
DRN. BY
R.G.
SCALE
AS NOTED
APPROVED
Ramon Gutierrez (760)485-7003 / ramongwd@gmail.com
Adolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com
78-100 MAIN ST. SUITES 101 & 103
1. 09/14/20 PLAN CHECK CORRECTIONS
P1
PLUMBING
PLAN
Trap primer if required
by local authorities.
Otherwise deep- seal
P-trap.
FLOOR SINK
GRATE COVER
INDIRECT DRAIN
FINISH FLOOR
AIR GAP
1 INCH
Typ. Indirect waste @Floor Sink Detail N.T.S.
2%
M
I
N
(E)4"SWR
(E)4"SEWER
(E)3"CLEAN-OUT
TO GROUND
(E)3"CLEAN-OUT
TO GROUND
(E
)
3
"
S
W
R
(E
)
2
"
S
W
R
(E
)
3
"
S
W
R
(E)F.D.
(E)F.D.
(E)F.D.
(E)2"(E)FLR
SINK
(E)2"
(E
)
2
"
(E)VENT
(E)VENT (E)2"
(E)2"
(E)3-COMP
SINK
(E)ICE
MACHINE
(E)MOP
SINK
(E)WH
100 GAL
(E)PREP
SINK
(E)HAND
SINK
(E
)
3
"
S
W
R
(E)3"CLEAN-OUT
TO GROUND
(E)FLR
SINK
(E)HAND
SINK
(N
)
2
"
S
W
R
(N)2"VNT
(N)2"
VNT
NOTE:
HORIZONTAL RUNS OF DRAIN LINES SHALL
BE OFFSET AT LEAST 1/2" FROM THE WALL
WITH EASILY CLEANABLE CLAMPS & SHALL
BE 6" OFF THE FLOOR & SHALL TERMINATE
AT LEAST 1" ABOVE THE OVERFLOW RIM OF
THE FLOOR SINK.
NOTE:
-ALL SEWER PIPES THAT ARE SMALLER
THAN 4" MUST HAVE A MINIMUM SLOPE OF
2%. CPC 708.1
(N)2"VNT
(E)2"SWR
(N)2"SWR
CONNECT
TO EXIST.
VENT LINES
MINIMUM SEPARATION
WHEN SEWER PIPING MATERIAL
ARE USED WITH WATER PIPE
WATER LINE
12"
12"
2" SEWER
1-1/2" VENT
6"MINIMUM
(E) CONC SLAB NEW CONSTRUCTION (E) CONC SLAB
6"6"6"6"
WIRE TIED
# 4'S @12" OC.(E) SLAB
# 4 DOWELS @ 12" OC
EPOXY INTO (E) SLAB
6", USE SIMPSON
EPOXY "SET" ICC# 1772
NOTES
1- CONTRACTOR TO SAW CUT SLAB AS MINIMALLY AS POSSIBLE AND REMOVE
EXISTING CONCRETE SLAB TO INSTALL UNDERGROUND UTILITIES AS SHOWN
ON THE DRAWINGS.
2- CONTRACTOR TO BACK FILL IN 6" LIFTS TO OBTAIN 98% COMPACTION.
3- REPLACE DEMO'D CONCRETE WITH A MIN OF 2,500 PSI CONCRETE WITH
"STEEL TROWELLED" FINISH TO MATCH EXISTING.
# 4'S @ 12" OC WIRE TIED
TO DOWELS LAP DOWELS
5" MIN & TIE PER CODE
Min. Separation Utilities Detail N.T.S2 1Sawcut Concrete Detail N.T.S.3
A. SOLDER SHALL BE LEAD FREE COMPLYING WITH THE PROVISIONS OF
FEDERAL CLEAN DRINKING WATER ACT AND THE CALIFORNIA PLUMBING
CODE (CPC) 2016 EDITION.
B. WATER HEATERS SHALL BE EQUIPPED WITH A COMBINATION PRESSURE
AND TEMPERATURE RELIEF VALVE PER CPC SECTION 505.6 AND RELIEF
C. WATER PRESSURE REGULATING VALVE SHALL BE INSTALLED WHERE
D. PLUMBING FIXTURE SHALL BE LISTED IN CONFORMANCE WITH CPC
CHAPTER 4 "PLUMBING FIXTURES".
E. DOMESTIC WATER HEATERS SHALL BE CERTIFIED AND LISTED BY THE
CALIFORNIA ENERGY COMMISSION. EXTERIOR INSULATION SHALL
BE R-16, OR GREATER. THE FIRST 5 FEET OF EXPOSED HOT AND
COLD WATER PIPING AND THE WATER HEATER SHALL BE INSULATED.
TITLE 24 SEC. 2-5318 (A).
F. CIRCULATING HOT WATER SYSTEMS SHALL BE FULLY INSULATED AND
SHALL HAVE CONTROL (TIME CLOCK) CAPABLE OF AUTOMATICALLY
TURNING OFF THE CIRCULATING PUMP(S) WHEN HOT WATER IS NOT
REQUIRED. TITLE 24 SECTION 2-5318 (B) 2.
G. WATER CLOSETS, URINALS, SHOWER HEADS, LAVATORY FAUCETS, AND
SINK FAUCETS SHALL MEET THE FLOWING REQUIREMENTS OUTLINED
IN THE TITLE 24 "APPLIANCE EFFICIENCY STANDARDS" SECTION 2-5134.
WATER CLOSETS
URINALS
LAVATORIES
SINKS
H. SHOWER AND TUB/SHOWER CONTROL VALVES SHALL BE OF THE
PRESSURE BALANCE OR THERMOSTATIC MIXING TYPE. HANDLE
POSITION SPOTS SHALL BE PROVIDED ON THESE VALVES AND SHALL
BE ADJUSTED TO DELIVER A MAXIMUM WATER SETTING OF 120 F
PER CPC SECTION 418.0.
I. WATER HEATERS SHALL BE STRAPPED OR ANCHORED TO RESIST SEISMIC
BY A LICENSED ENGINEER AND/OR PER CPC.
J. WATER HEATERS LOCATED IN ATTIC OR FURRED SPACE WHERE DAMAGE
K. DRAIN PIPING SHALL SLOPE AT 2% OR 1/4" PER FOOT FOR ALL PIPING
UNLESS OTHERWISE NOTED. PIPING 4" AND LARGER REQUIRING SLOPE
OR LESS THAN 2% DUE TO INSTALLATION CONDITIONS SHALL BE NOTED
ON THE PLANS AND APPROVAL RECEIVED FROM THE ADMINISTRATIVE
AUTHORITY PER CPC SECTION 708.0.
L. FLOOR DRAINS AND FLOOR SINKS WHICH ARE SUBJECT TO INFREQUENT
USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC METHOD OF
MAINTAINING TRAP SEALS PER CPC SECTION 1005.0.
M. VENT TERMINATION SHALL BE NOT LESS THAN 10 (TEN) FEET FROM OR
AT LEAST 3 (THREE) FEET ABOVE AIR INLET PER CPC SECTION 906.2.
N. PLUMBING MATERIALS:
DWV BELOW SLAB
WASTE ABOVE SLAB
VENTS ABOVE SLAB
SEWER
WATER BELOW SLAB
WATER ABOVE SLAB
WATER SERVICE
GAS ABOVE GRADE
GAS BELOW GRADE
ROOF DRAIN PIPING A.G.
ROOF DRAIN PIPING B.G.
CONDENSATE PIPING
VALVES
O. INSTALLATION OF ALL PIPING SYSTEMS SHALL BE IN ACCORDANCE
WITH APPLICABLE LAPMO INSTALLATION STANDARDS AND LISTED
IN CPC APPENDIX I.
P. A MINIMUM OF 12" ACCESS PANEL TO BATHTUB TRAP CONNECTIONS
SHALL BE INSTALLED WHEN SLIP JOINT CONNECTIONS ARE USED PER
Q. ALL HOSE BIBBS AND FAUCETS FITTED WITH THREADED CONNECTIONS
SHALL BE FITTED WITH AN APPROVED NON-REMOVABLE BACK FLOW
DEVICE PER CPC SECTION 603.
R. BUILT-UP SHOWER RECEPTORS SHALL BE INSTALLED AND INSPECTED
UPON COMPLETION OF WATER PROOFING PER CPC SECTION 411.5 AND
S. WATER PRESSURE REGULATORS SHALL BE INSTALLED ON THE WATER
SERVICE PRIOR TO CONNECTION TO BUILDING IF PRESSURES EXCEEDS
80 PSI PER CPC SECTION 608.2.
T. WATER SYSTEM SHALL BE STERILIZED USING A CHLORINE SOLUTION,
TESTED AND CERTIFICATION PROVIDED FROM APPROVED TESTING
U. HANGERS AND SUPPORTS SHALL BE BY A RECOGNIZED MANUFACTURER
SPECIALIZING IN THESE PRODUCTS, SUCH AS MCO, BLINE, ETC.
V. ALL SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE APPLICABLE
SECTIONS OF THE CALIFORNIA PLUMBING CODE AND WITNESSED BY THE
LOCAL BUILDING AUTHORITY AND OWNERS REPRESENTATIVE.
0.5 GPM
1.8 GPM
___ABS SCHED 40
___HUBLESS CAST IRON
___ABS SCHED 40
___HUBLESS CAST IRON
___ABS SCHED 40
___HUBLESS CAST IRON
___ABS SDR 35
___ABS SCHED 40
___HUBLESS CAST IRON
___COPPER TYPE K
___COPPER TYPE L
___COPPER TYPE M
___COPPER TYPE L
___COPPER TYPE K
___PVC SCHED 40
___COPPER TYPE K
___PVC SCHED 80
___STEEL PIPE BLACK. SCHED 40
___PVC SCHED 40 NAT GAS
___POLYETHYLENE
___STEEL PIPE SCHED 40 WRAPPED
___ABS SCHED 40 NAT GAS
___HUBLESS CAST IRON
___ABS SCHED 40 NAT GAS
___HUBLESS CAST IRON
___RECTANGULAR CAST IRON
___RECTANGULAR FIBERGLASS
INSULATION REQUIRED
___PVC SCHED 40
___COPPER TYPE M
___DWV _____
___COLD WATER ____
___HOT WATER ____
___CONDENSATE
X F.G. JACKETED
Y C.C. POLYETHYLENE
Z ELASTOMERIC
ALL VALVES SHALL BE BY
A KNOWN MANUFACTURER.
NO GATE VALVES SHALL BE USED
___PVC SCHED 40
___PVC SCHED 80
___COPPER TYPE M
A. SOLDER SHALL BE LEAD FREE COMPLYING WITH THE PROVISIONS OF
B. WATER HEATERS SHALL BE EQUIPPED WITH A COMBINATION PRESSURE
VALVES SHALL TERMINATE PER CPC SECTIONS 608.3, 608.4, 608.5,
AND 608.6.
C. WATER PRESSURE REGULATING VALVE SHALL BE INSTALLED WHERE
STATIC WATER PRESSURE IS IN EXCESS OF 80 PSI PER UPC.
CHAPTER 4 "PLUMBING FIXTURES".
E. DOMESTIC WATER HEATERS SHALL BE CERTIFIED AND LISTED BY THE
CALIFORNIA ENERGY COMMISSION. EXTERIOR INSULATION SHALL
BE R-16, OR GREATER. THE FIRST 5 FEET OF EXPOSED HOT AND
COLD WATER PIPING AND THE WATER HEATER SHALL BE INSULATED.
TITLE 24 SEC. 2-5318 (A).
F. CIRCULATING HOT WATER SYSTEMS SHALL BE FULLY INSULATED AND
SHALL HAVE CONTROL (TIME CLOCK) CAPABLE OF AUTOMATICALLY
TURNING OFF THE CIRCULATING PUMP(S) WHEN HOT WATER IS NOT
REQUIRED. TITLE 24 SECTION 2-5318 (B) 2.
G. WATER CLOSETS, URINALS, SHOWER HEADS, LAVATORY FAUCETS, AND
SINK FAUCETS SHALL MEET THE FLOWING REQUIREMENTS OUTLINED
IN THE TITLE 24 "APPLIANCE EFFICIENCY STANDARDS" SECTION 2-5134.
WATER CLOSETS
URINALS
LAVATORIES
SINKS
H. SHOWER AND TUB/SHOWER CONTROL VALVES SHALL BE OF THE
PRESSURE BALANCE OR THERMOSTATIC MIXING TYPE. HANDLE
POSITION SPOTS SHALL BE PROVIDED ON THESE VALVES AND SHALL
BE ADJUSTED TO DELIVER A MAXIMUM WATER SETTING OF 120 F
I. WATER HEATERS SHALL BE STRAPPED OR ANCHORED TO RESIST SEISMIC
J. WATER HEATERS LOCATED IN ATTIC OR FURRED SPACE WHERE DAMAGE
MAY RESULT FROM LEAKING SHALL BE INSTALLED IN OR
OVER A WATER TIGHT PAN WITH A 3/4 INCH DRAIN TO AN APPROVED
LOCATION PER CPC SECTION 5O8.2
K. DRAIN PIPING SHALL SLOPE AT 2% OR 1/4" PER FOOT FOR ALL PIPING
UNLESS OTHERWISE NOTED. PIPING 4" AND LARGER REQUIRING SLOPE
ON THE PLANS AND APPROVAL RECEIVED FROM THE ADMINISTRATIVE
L. FLOOR DRAINS AND FLOOR SINKS WHICH ARE SUBJECT TO INFREQUENT
USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC METHOD OF
M. VENT TERMINATION SHALL BE NOT LESS THAN 10 (TEN) FEET FROM OR
N. PLUMBING MATERIALS:
DWV BELOW SLAB
WASTE ABOVE SLAB
VENTS ABOVE SLAB
SEWER
WATER BELOW SLAB
WATER ABOVE SLAB
WATER SERVICE
ROOF DRAIN PIPING A.G.
ROOF DRAIN PIPING B.G.
CONDENSATE PIPING
VALVES
INDIRECT WASTE
O. INSTALLATION OF ALL PIPING SYSTEMS SHALL BE IN ACCORDANCE
WITH APPLICABLE LAPMO INSTALLATION STANDARDS AND LISTED
P. A MINIMUM OF 12" ACCESS PANEL TO BATHTUB TRAP CONNECTIONS
SHALL BE INSTALLED WHEN SLIP JOINT CONNECTIONS ARE USED PER
CPC.
SHALL BE FITTED WITH AN APPROVED NON-REMOVABLE BACK FLOW
R. BUILT-UP SHOWER RECEPTORS SHALL BE INSTALLED AND INSPECTED
S. WATER PRESSURE REGULATORS SHALL BE INSTALLED ON THE WATER
SERVICE PRIOR TO CONNECTION TO BUILDING IF PRESSURES EXCEEDS
T. WATER SYSTEM SHALL BE STERILIZED USING A CHLORINE SOLUTION,
TESTED AND CERTIFICATION PROVIDED FROM APPROVED TESTING
FACILITY.
U. HANGERS AND SUPPORTS SHALL BE BY A RECOGNIZED MANUFACTURER
SPECIALIZING IN THESE PRODUCTS, SUCH AS MCO, BLINE, ETC.
V. ALL SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE APPLICABLE
LOCAL BUILDING AUTHORITY AND OWNERS REPRESENTATIVE.
1.28 GPF
0.125 GPF
___ABS SCHED 40
___HUBLESS CAST IRON
___ABS SCHED 40
___HUBLESS CAST IRON
___ABS SCHED 40
___HUBLESS CAST IRON
___ABS SDR 35
___ABS SCHED 40
___HUBLESS CAST IRON
___COPPER TYPE K
___COPPER TYPE L
___COPPER TYPE M
___COPPER TYPE L
___COPPER TYPE K
___PVC SCHED 40
___COPPER TYPE K
___PVC SCHED 80
___PVC SCHED 40 NAT GAS
___POLYETHYLENE
___STEEL PIPE SCHED 40 WRAPPED
___ABS SCHED 40 NAT GAS
___HUBLESS CAST IRON
___ABS SCHED 40 NAT GAS
___HUBLESS CAST IRON
___RECTANGULAR CAST IRON
___RECTANGULAR FIBERGLASS
INSULATION REQUIRED
___PVC SCHED 40
___COPPER TYPE M
___DWV _____
___COLD WATER ____
___HOT WATER ____
___CONDENSATE
X F.G. JACKETED
Y C.C. POLYETHYLENE
Z ELASTOMERIC
ALL VALVES SHALL BE BY
A KNOWN MANUFACTURER.
NO GATE VALVES SHALL BE USED
___PVC SCHED 40
___PVC SCHED 80
___COPPER TYPE M
INSTALLATION NOTES
LOADING. STRAPPING SHALL BE AS DETAILED IN APPROVED DRAWINGS
X
X
X
X
X
X
X
X
X
X
411.6.
PLUMBING FIXTURE SCHEDULE
SYM ITEM MFG/MODEL TRIM DESCRIPTION/COMMENTS
1-1/2"
NEW METER SIZE 1"
2"F/U
1-1/4"
1-1/2"
1/2"
3/4"
1"
TOTAL FIXTURE UNITS
CHART REFLECTS HW AND CW
1.0(E)LAVATORIES
(E)WATER CLOSETS
FIXTUREQTY.
4
F/U
2.5
DEMAND
MAXIMUM F/U
REQUIRED GPM
WATER SERVICE
TO MOST REMOTE OUTLET:
AT CONNECTION POINT:
FROM CONNECTION POINT
TOTAL DEVELOPMENT LENGTH
FROM REG. TO METER:
PRESSURE RANGERS
(SERVICE WATER SIZING CALCULATIONS FORM)
32.0
3.0
SIZINGTOTAL
10.0
213
214
F/U
F/U
F/U
F/U
F/U
10
IN.
GPM
<200
46-60
FT.
PSI
<150 FT.
WATER REQUIREMENT
246
TOTAL DEMAND.
2.0
FD-1
FLOOR
DRAIN
ZURN
Z415B-5-P
DURA-COATED
CAST IRON BODY
"TYPE B" POLISHED NICKEL
BRONZE, LIGHT DUTY
SANI-GARD
AUTOMATIC
TRAP PRIMER
ZURN
Z1022
ALL BRONZE BODY W/
INTEGRAL VACUUM
SANI-GARD TRAP PRIMER
TO BE INSTALLED IN
STRAINER
RESTROOM
2-1/2"F/U
4
2.0
SIZE
1-1/2"
REQUIREMENTS
DESCRIPTION WASTE TRAP VENTS C.W.H.W.
WATER 3"INT.2"1/2"-
LAVATORY 2"1-1/2"1/2"1/2"1-1/2"
SINKS 2"1-1/2"1/2"1/2"
MOP SINK 1-1/2"2"1-1/2"1/2"1/2"
FIXTURE PIPING PLUMBING LEGEND
NEW SEWER LINE
NEW HOT WATER LINE
HOT WATER STUB
COLD WATER STUB
VENT PIPE
CLOSET
NEW WALL CLEAN-OUT
TABLE 5.303.2.3.1 FIXTURE FLOW RATE
FIXTURE TYPE FLOW RATE MAXIMUM FLOW RATE AT
20% REDUCTION
LAVATORY FAUCETS-
NON RESIDENTIAL
GRAVITY TANK TYPE
WATER CLOSETS
URINALS
0.5 GPM @ 60 PSI
1.28 GALLONS/FLUSH
0.5 GPF(FLOOR MOUNTED) OR
0.35 GPM @ 60 PSI
1.12 GALLONS/FLUSH
0.44 OR .11 GALLONS/FLUSH
METERING FAUCETS 0.20 GALLONS/CYCLE
.125 GPF (WALL MOUNTED)
0.18 GALLONS/CYCLE
FS-1 FLOOR SINK
ZURN
Z-1900-2NH
2" WASTE
OR EQUAL
HS-1 HAND SINK
NSF APPROVED
4CS-1 SS BAR SINK
4-COMPARTMENT 16 GA. 304-SERIES NSF APPROVED
STAINLESS STEEL
ADVANCE TABCO
FC-4-1010-18RL OR EQUAL
2.0(E)HAND SINKS
3.0(E)3-COMP. SINK
2.0(E)PREP SINK
3.0(E)MOP SINK
2.0(E)URINALS1
1
2
1
1
4.0
3.0
3.0
(N)HORIZONTAL
DRAIN LINES
(N)HORIZONTAL
DRAIN LINES
EXISTING SEWER LINE
(E)2"
FD-1
OR EQUAL
FS-1
FS-1
FS-1
EXISTING REGENCY
HS-1
4CS-1
HS-2 HAND SINK
STAINLESS STEEL NSF APPROVED
NEW REGENCY
304 STAINLESS STEEL600B11014
2" WASTE
HS-2
OR EQUAL
2.0(N)HAND SINK1 2.0
3.0(N)4-COMP.BAR SINK1 3.0
09/15/2020
NO. DATE REVISIONS
PROJECT: AN INDUSTRIAL BUILDING FOR:
LA QUINTA
BREWING COMPANY
LA QUINTA, CA. 92253
TITLE
SHEET NO.
OF:
DATE
AUG. 2020
DRN. BY
R.G.
SCALE
AS NOTED
APPROVED
Ramon Gutierrez (760)485-7003 / ramongwd@gmail.com
Adolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com
78-100 MAIN ST. SUITES 101 & 103
1. 09/14/20 PLAN CHECK CORRECTIONS
P2
PLUMBING
PLAN
(E)F.D.
(E)F.D.
(E)FLR
SINK
(E)3-COMP
SINK
(E)ICE
MACHINE
(E)MOP
SINK
(E)WH
100 GAL
(E)PREP
SINK
(E)HAND
SINK
(E)FLR
SINK
(E)FLR
SINK
(E)HAND
SINK
(E)WATER
LINES
(E)WATER LINE
CONNECTION. EXTEND NEW
LINES TO NEW LOCATIONS
(N)1/2" CW (N)1/2"HW
P.O.C. EXTEND NEW
COLD & HOT LINES TO
NEAREST LOCATION
FD-1
(E)4"S
W
R
.
(E)4"S
W
R
.
(E
)
V
N
T
.
(N
)
2
"
S
W
R
.
(N)
2
"
S
W
R
.
(N)FS-1
(E)FLOOR
SINK
(N
)
2
"
V
N
T
.
(N)2"V
N
T(N)2"V
N
T
(N
)
2
"
V
N
T
.
(N
)
2
"
V
N
T
.
(E)
2
"
S
W
R
.
(E)FLOOR
DRAIN
(E)2"S
W
R
.
(E
)
V
N
T
.
(N) VENTS TO
EXISTING
(E
)
V
N
T
.
(N)FS-1
(N)FD-1
(N)2"SWR.
(N)FS-1(N
)
2
"
V
N
T
.
(N)2"V
N
T
(N)2"VNT
(E)VENT
TO ROOF
09/15/2020