BPOL2021-0117ADDITIONAL SITES
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
E-MAIL DUANE CLAYTON 4/28/2021 4/28/2021 - INFORMED APPLICANT THAT PLAN REVIEW IS COMPLETE
AND REQUIRES REVISIONS.
E-MAIL DUANE CLAYTON 4/28/2021 4/28/2021
- CONTACTED APPLICANT AND REQUESTED THAT A SINGLE
PDF FILE WITH ENTIRE PLAN SET BE UPLOADED TO TRAKIT
FOR REVIEW.
E-MAIL DUANE CLAYTON 4/29/2021 4/29/2021 - REQUESTED A COMPLETE SECOND SUBMITTAL REVISED
PLAN SET FROM STOKER POOLS.
E-MAIL DUANE CLAYTON 4/29/2021 4/29/2021 - INFORMED APPLICANT THAT 2ND PLAN REVIEW IS
COMPLETE AND REQUIRES REVISIONS.
E-MAIL DUANE CLAYTON 4/30/2021 4/30/2021 - INFORMED STOKER POOLS THAT PLAN REVIEW IS
COMPLETE AND APPROVED.
Description: ASHER / POOL/SPA AT REAR YARD WITH ENTRY WF
Type: POOL CONSTRUCTION
(WEB)
Subtype: PRIVATE Status: FINALED Applied: 4/9/2021 ECON
Parcel No: 767710013 Site Address: 81560 BAFFIN AVE LA QUINTA,CA 92253 Approved: 4/30/2021 DCL
Subdivision: TR 33076-2 Block: Lot: 100 Issued: 4/30/2021 ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 6/22/2022 DCL
Valuation: $200,000.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: POOL AND SPA AT REAR YARD WITH WATER FEATURE AT ENTRY COURTYARD [JEREMY WELTON ENGINEERING]. APPROVED SITE
PLAN AND ENGINEERING REQUIRED ON SITE FOR INSPECTIONS. SPECIAL INSPECTIONS REQUIRED PER ENGINEERING (SEE S-1).THIS
PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURES. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE-PLASTER
INSPECTION. 2019 CALIFORNIA BUILDING CODES.
Printed: Friday, October 20, 2023 10:56:38 AM 1 of 9
Permit Details
City of La Quinta
PERMIT NUMBER
BPOL2021-0117
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT F P D SERVICES INC DBA STOKER
POOLS
77-799 Jackal Drive,
Palm Desert, CA, USA,
Ste #B
Palm Desert CA 92211 (760)772-1111 accounting@stokerpoo
ls.com
CONTRACTOR F P D SERVICES INC DBA STOKER
POOLS
43653 PARKWAY
ESPLANADE EAST
LA QUINTA CA 92253 (760)772-1111 ACCOUNTING@STOKE
RPOOLS.COM
OWNER Gal Asher 81560 Baffin Ave La Quinta CA 92253 (760)772-1111
CONDITION
TYPE CONTACT DATE
ADDED
DATE
REQUIRED
DATE
SATISFIED STATUS REMARKS NOTES
READY TO ISSUE
CHECKLIST
DUANE
CLAYTON 4/28/2021 4/29/2021 COMPLETE - SEE READY TO ISSUE CHECKLIST.
E-MAIL DUANE CLAYTON 6/22/2022 6/22/2022
- CONTRACTOR PROVIDED SITE PICTURES VIA EMAIL, WHICH
ADDRESSED THE REMAINING FINAL INSPECTION
CORECTIONS.
NOTE DUANE CLAYTON 4/29/2021 4/29/2021
- SECOND SUBMITTAL RECEIVED BUT IS INCOMPLETE.
SHEETS ARE MISSING. REVIEW TO BE SCHEDULED WHEN
COMPLETE PLAN SET IS UPLOADED.
NOTE DUANE CLAYTON 4/29/2021 4/29/2021 - 2ND SUBMITTAL RECEIVED FROM APPLIANT. 2ND ONE-DAY
REVIEW SCHEDULED.
RESUBMITTAL DUANE CLAYTON 4/30/2021 4/30/2021 - APPLICANT UPLOADED 3RD SUBMITTAL PLAN SET. 3RD
ONE-DAY REVIEW SCHEDULED.
CONDITIONS
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
HOURLY CHARGE - CITY
BUILDING STAFF 101-0000-42600 0.25 $40.25 $40.25 4/30/21 WEB8103 02256D CREDIT F P D SERVICES INC
DBA STOKER POOLS ECON
Total Paid for BLDG CITY STAFF - PER HOUR: $40.25 $40.25
Printed: Friday, October 20, 2023 10:56:38 AM 2 of 9
Permit Details
City of La Quinta
PERMIT NUMBER
BPOL2021-0117
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
UNDERGROUND PLBG DCL 5/4/2021 5/4/2021 PARTIALLY
APPROVED
eTRAKiT Inspection
Request
4/30/2021 4:14 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
BSAS SB1473 FEE 101-0000-20306 0 $8.00 $8.00 4/30/21 WEB8103 02256D CREDIT F P D SERVICES INC
DBA STOKER POOLS ECON
Total Paid for BUILDING STANDARDS ADMINISTRATION
BSA: $8.00 $8.00
DETACHED SPA/WATER
FEATURE/OTHER 101-0000-42404 0 $201.25 $201.25 4/30/21 WEB8103 02256D CREDIT F P D SERVICES INC
DBA STOKER POOLS ECON
SWIMMING POOL/SPA 101-0000-42404 0 $201.25 $201.25 4/30/21 WEB8103 02256D CREDIT F P D SERVICES INC
DBA STOKER POOLS ECON
SWIMMING POOL/SPA
PC 101-0000-42600 0 $109.48 $109.48 4/30/21 WEB8103 02256D CREDIT F P D SERVICES INC
DBA STOKER POOLS ECON
Total Paid for POOL / SPA 2019: $511.98 $511.98
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 4/30/21 WEB8103 02256D CREDIT F P D SERVICES INC
DBA STOKER POOLS ECON
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 4/30/21 WEB8103 02256D CREDIT F P D SERVICES INC
DBA STOKER POOLS ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$575.23 $575.23
Printed: Friday, October 20, 2023 10:56:38 AM 3 of 9
Permit Details
City of La Quinta
PERMIT NUMBER
BPOL2021-0117
UNDERGROUND PLBG DCL 5/4/2021 5/4/2021 PARTIALLY
APPROVED
eTRAKiT Inspection
Request
- FROM POOL SHELL TO SOUTHEAST
CORNER.
UNDERGROUND ELEC DCL 5/4/2021 5/4/2021 PARTIALLY
APPROVED
eTRAKiT Inspection
Request
4/30/2021 4:14 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
- FROM POOL SHELL TO SOUTHEAST
CORNER.
PRE-GUNITE DCL 5/4/2021 5/4/2021 PARTIALLY
APPROVED
eTRAKiT Inspection
Request
4/30/2021 4:14 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
- POOL ONLY. REQUEST INSPECTION FOR
WATER FEATURE WHEN READY.-
STRUCTURAL OBSERVATION FOR STEEL
PLACEMENT REQUIRED.
UNDERGROUND PLBG AMOR 10/7/2021 10/7/2021 APPROVED eTRAKiT Inspection
Request
10/6/2021 1:23 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
1. WATER FEATURE PLB OK.
Printed: Friday, October 20, 2023 10:56:38 AM 4 of 9
Permit Details
City of La Quinta
PERMIT NUMBER
BPOL2021-0117
UNDERGROUND ELEC AMOR 10/7/2021 10/7/2021 APPROVED eTRAKiT Inspection
Request
10/6/2021 1:23 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
1. WATER FEATURE CONDUITS OK
PRE-GUNITE AMOR 10/7/2021 10/7/2021 DISAPPROVE
D
eTRAKiT Inspection
Request
10/6/2021 1:23 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
1. MISSING NUMBER THREE DOWES INTO
EXISTING FOOTING.
PRE-GUNITE BLD 10/13/2021 10/13/2021 APPROVED
PRE-GUNITE DCL 10/13/2021 10/13/2021 DISAPPROVE
D
- PER APPROVED PLANS, STRUCTURAL
OBSERVATION OF STEEL PLACEMENT
REQUIRED FOR POOL, SPA, AND WATER
FEATURE. EOR REQUIRED TO CLARIFY
REQUIREMENT.- PROVIDE DETAIL FOR
PROPOSED GUNITE WALL AT ENTRY WATER
FEATURE.- SPECIAL INSPECTION REPORTS
FOR PLACEMENT AND STRENGTH OF GUNITE
REQUIRED NO LATER THAN PRE-PLASTER
INSPECTION. SEE SPECIAL INSPECTIONS
TABLE ON SHEET S-1.
Printed: Friday, October 20, 2023 10:56:38 AM 5 of 9
Permit Details
City of La Quinta
PERMIT NUMBER
BPOL2021-0117
DECK BOND DCL 11/12/2021 11/12/2021 APPROVED eTRAKiT Inspection
Request
11/10/2021 11:57 AM F P D SERVICES INC
DBA STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
UNDERGROUND GAS DCL 12/15/2021 12/15/2021 PARTIALLY
APPROVED
eTRAKiT Inspection
Request
12/14/2021 2:36 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
- FROM EQUIPMENT LOCATION TO EAST
SIDE YARD. CALL IN UNDERGROUND
INSPECTION FROM EAST SIDE YARD TO GAS
METER WHEN READY.
UNDERGROUND ELEC DCL 12/15/2021 12/15/2021 APPROVED eTRAKiT Inspection
Request
12/14/2021 2:36 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
- FROM EQUIPMENT LOCATION TO
ELECTRICAL PANEL. FULL UNDERGROUND
ELECTRICAL APPROVAL.
Printed: Friday, October 20, 2023 10:56:38 AM 6 of 9
Permit Details
City of La Quinta
PERMIT NUMBER
BPOL2021-0117
PRE-PLASTER JFU 2/11/2022 2/11/2022 CANCELED eTRAKiT Inspection
Request
2/10/2022 12:53 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
FINAL**DCL 5/31/2022 5/31/2022 DISAPPROVE
D
eTRAKiT Inspection
Request
5/27/2022 2:30 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
- NO PRE-PLASTER INSPECTION APPROVAL.-
UNDERGROUND GAS RUN FROM EAST SIDE
YARD TO METER COVERED WITHOUT GAS
TEST OR UNDERGROUND INSPECTION.-
PROVIDE ACCESS BEHIND POOL SUB-PANEL
DEAD FRONTS FOR WIRING INSPECTION.
ADDITIONAL CORRECTIONS MAY APPLY.-
DOOR ALARMS REQUIRED AT ALL EGRESS
DOORS WITH DIRECT POOL ACCESS.-
PROVIDE BUSHINGS AT UNUSED
KNOCKOUTS AT EAST SIDE YARD
EQUIPMENT LOCATION.- UNABLE TO VERIFY
GROUNDING AT SUB-PANELS.
Printed: Friday, October 20, 2023 10:56:38 AM 7 of 9
Permit Details
City of La Quinta
PERMIT NUMBER
BPOL2021-0117
PRE-PLASTER DCL 6/1/2022 6/1/2022 APPROVED eTRAKiT Inspection
Request
5/31/2022 2:29 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
FINAL**DCL 6/1/2022 6/22/2022 APPROVED eTRAKiT Inspection
Request
5/31/2022 3:27 PM F P D SERVICES INC DBA
STOKER POOLS
Contact Name: F P D SERVICES INC DBA
STOKER POOLS
Site Address: 81560 BAFFIN AVE
Phone: 7607721111
e-Mail: ACCOUNTING@STOKERPOOLS.COM
- PROVIDE GFCI PROTECTION AT POOL
PUMPS.- BOND POOL SUB PANELS.-
NUMBER SIX WIRE UNDERSIZED FOR 60 AMP
BREAKER.- PROVIDE BUSHINGS AT UNUSED
KNOCK OUTS AT MAIN POOL PANEL CHASE
AND WATER FEATURE SUB PANEL.
- STATUS UPDATED TO APPROVED FOR
FINAL. SEE ATTACHMENTS.
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE STATUS REMARKS NOTES
1ST BLDG NS -
ETRAKIT (1 DAY)
DUANE
CLAYTON 4/9/2021 4/12/2021 4/28/2021 REVISIONS REQUIRED - SEE 1ST REVIEW PLAN SET WITH CORRECTIONS
IN ATTACHMENTS.
2ND BLDG NS –
ETRAKIT (1 DAY)
DUANE
CLAYTON 4/29/2021 4/30/2021 4/29/2021 REVISIONS REQUIRED - SEE SITE PLAN WITH CORRECTIONS IN
ATTACHMENTS.
PARENT PROJECTS
Printed: Friday, October 20, 2023 10:56:38 AM 8 of 9
Permit Details
City of La Quinta
PERMIT NUMBER
BPOL2021-0117
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 4/28/2021 DUANE CLAYTON 1ST SUBMITTAL - PLAN
SET
BPOL2021-0117 - 1ST
SUBMITTAL - PLAN
SET.pdf
1
DOC 4/28/2021 DUANE CLAYTON HOA APPROVAL BPOL2021-0117 - HOA
APPROVAL.pdf 1
DOC 4/28/2021 DUANE CLAYTON 1ST REVIEW - PLAN SET
(CORRECTIONS)
BPOL2021-0117 - 1ST
REVIEW - PLAN SET
(CORRECTIONS).pdf
1
DOC 4/29/2021 DUANE CLAYTON 2ND SUBMITTAL - PLAN
SET
BPOL2021-0117 - 2ND
SUBMITTAL - PLAN
SET.pdf
1
DOC 4/29/2021 DUANE CLAYTON 2ND REVIEW - PLAN SET
(CORRECTIONS)
BPOL2021-0117 - 2ND
REVIEW - PLAN SET
(CORRECTIONS).pdf
1
DOC 4/30/2021 DUANE CLAYTON 3RD SUBMITTAL PLAN
SET
BPOL2021-0117 - 3RD
SUBMITTAL PLAN
SET_1.pdf
1
DOC 4/30/2021 DUANE CLAYTON PLAN SET (APPROVED)BPOL2021-0117 - PLAN
SET (APPROVED).pdf 1
DOC 6/22/2022 DUANE CLAYTON EMAIL WITH SITE
PICTURES
BPOL2021-0117 - EMAIL
WITH SITE PICTURES.pdf 1
BOND INFORMATION
3RD BLDG NS –
ETRAKIT (1 DAY)
DUANE
CLAYTON 4/30/2021 5/3/2021 4/30/2021 APPROVED - SEE APPROVED PLAN SET IN ATTACHMENTS.
Printed: Friday, October 20, 2023 10:56:38 AM 9 of 9
Permit Details
City of La Quinta
PERMIT NUMBER
BPOL2021-0117
SHEET INDEXVICINITY MAP
A CUSTOM POOL AND SPA
FOR
LOT 100B
81-560 BAFFIN AVE.
LA QUINTA, CA
GENERAL NOTES
TITLE
SP-1.0 COVER SHEET
SP-2.0 SITE PLAN
SP-3.0 ENLARGED POOL PLAN
SP-3.1 POOL SECTIONS
SP-3.2 PLUMBING PLAN
SP-4.0 WATER FEATURE PLAN, PLUMBING PLAN &
SECTION
SP-5.0 EQUIPMENT LAYOUT
S-1 STRUCTURAL NOTES
S-2 DETAILS
NO.
ABBREVIATIONS REFERENCE SYMBOLS CITY OF LA QUINTA NOTES
SHEET
NO
SHEET
NO
14
1
SHEET
NO
F-1
J
01
GENERAL NOTES:
1. PROPOSED CONSTRUCTION WILL CONFORM TO THE CURRENT CODES (CBC 106.1.1)
2019 California Residential Code, Title 24 Part 2.5
2019 California Electrical Code, Title 24 Part 3
2019 California Mechanical Code, Title 24 Part 4
2019 California Plumbing Code, Title 24 Part 5
2019 California Energy Code, Title 24 Part 6
2019 California Fire Code, Title 24 Part 9
2. GOVERNMENT CODE SECTION 4216.2. (A) (1) EXCEPT IN AN EMERGENCY, ANY PERSON
PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE
REGIONAL NOTIFICATION CENTER, AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN 14 CALENDAR DAYS, PRIOR TO COMMENCING THAT EXCAVATION, IF THE
EXCAVATION WILL BE CONDUCTED IN AN AREA THAT IS KNOWN, OR REASONABLY
SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS OTHER THAN THE
UNDERGROUND FACILITIES OWNED OR OPERATED BY THE EXCAVATOR AND, IF
PRACTICAL, THE EXCAVATOR SHALL DELINEATE WITH WHITE PAINT OR OTHER
SUITABLE MARKINGS THE AREA TO BE EXCAVATED.
3. THE CITY BUILDING INSPECTOR HAS THE AUTHORITY TO REQUEST FULLY REVISED
PLAN SHEETS WITH ALL FIELD CHANGES CLOUDED WITH DELTAS TO BE SUBMITTED
FOR CITY PLAN REVIEW WHEN HE/SHE DETERMINES THE NUMBER OF FIELD
REVISIONS WARRANT SUCH A REQUEST.
ELECTRICAL NOTES:
1. THE EQUIPMENT BONDING GRID SHALL EXTEND UNDER PAVED AND UNPAVED
SURFACES FOR 3 FEET HORIZONTALLY BEYOND THE INSIDE WALLS OF THE POOL.
2. ALL METAL-SHEATHED CABLES AND RACEWAYS, METAL PIPING, AND ALL FIXED METAL
PARTS THAT ARE WITHIN THE FOLLOWING DISTANCES OF THE POOL, EXCEPT
THOSE SEPARATED FROM THE POOL BY A PERMANENT BARRIER, SHALL BE
BONDED:
A.) WITHIN 5 FEET HORIZONTALLY OF THE INSIDE WALLS OF THE POOL.
B.) WITHIN 12 FEET MEASURED VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF
THE POOL, OR ANY SLIDES, DIVING BOARDS ETC...
3. PROVIDE 36" WORKING CLEARANCES FOR THE POOL EQUIPMENT DISCONNECT AND
SUB PANEL (CEC ART 110.26)
4. LOAD CALCS - USE EXISTING ELECTRICAL FEED TO POOL EQUIPMENT
5. SINGLE LINE DIAGRAM - SEE BUILDING PERMIT AND APPROVED PLANS
6. NO OVERHEAD UTILITY/SERVICE LINES ARE IN THE VICINITY OF THE NEW POOL OR
SPA
7. ALL OUTLETS SUPPLIED BY SINGLE PHASE, 15A AND 20A, 125V OR 240V BRANCH
CIRCUITS FOR SWIMMING POOL PUMP MOTORS ARE REQUIRED TO HAVE GFCI
PROTECTION. THIS APPLIES TO OUTLETS REGARDLESS OF THEIR PROXIMITY TO
THE SWIMMING POOL AND IT APPLIES TO CORD-AND-PLUG CONNECTED AND DIRECT
CONNECTED SWIMMING POOL PUMP MOTORS. CEC 680.22 (B)
MECHANICAL/PLUMBING NOTES:
1. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS
AND IN ACCORDANCE WITH LOCAL REGULATIONS.
2. ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED.
3. GAS ISOMETRIC: - NEW 2" PE GAS LINE WITH TRACER WIRE, ±100 LINEAL FEET.
2019 ENERGY EFFICIENCY STANDARDS MANDATORY MEASURES (MF-1R)
1. ANY POOL OR SPA HEATING SYSTEM SHALL BE CERTIFIED TO HAVE: A THERMAL
EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATIONS; AN
ON-OFF SWITCH MOUNTED OUTSIDE OF THE HEATER; A PERMANENT
WEATHERPROOF PLATE OR CARD WITH OPERATING INSTRUCTIONS; AND SHALL
NOT USE ELECTRIC RESISTANCE HEATING OR A PILOT LIGHT.
2. ANY POOL OR SPA HEATING EQUIPMENT SHALL BE INSTALLED WITH AT LEAST 36"
OF PIPE BETWEEN FILTER AND HEATER, OR DEDICATED SUCTION AND RETURN
LINES, OR BUILT-UP CONNECTIONS FOR FUTURE SOLAR HEATING.
3. OUTDOOR POOLS OR SPAS THAT HAVE A HEAT PUMP OR GAS HEATER SHALL HAVE
A COVER.
4. POOLS SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOL
WATER, AND A TIME SWITCH THAT WILL ALLOW ALL PUMPS TO BE SET OR
PROGRAMMED TO RUN ONLY DURING OFF-PEAK ELECTRIC DEMAND PERIODS.
5. RESIDENTIAL POOL SYSTEMS OR EQUIPMENT MUST MEET THE PUMP SIZING, FLOW
RATE, PIPING AND FILTERS.
EQUIPMENT NOTES/MANDATORY REQUIREMENTS
1. ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF
THE MANUFACTURER HAS CERTIFIED THAT THE SYSTEM OR EQUIPMENT HAS ALL
OF THE FOLLOWING: EFFICIENCY - A THERMAL EFFICIENCY THAT COMPLIES WITH
THE APPLIANCE EFFICIENCY REGULATIONS; AND ON-OFF SWITCH - A READILY
ACCESSIBLE ON-OFF SWITCH, MOUNTED ON THE OUTSIDE OF THE HEATER THAT
ALLOWS SHUTTING OF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT
SETTING; AND INSTRUCTIONS - A PERMANENT, EASILY READABLE , AND
WEATHERPROOF PLATE OR CARD THAT GIVES INSTRUCTION FOR THE ENERGY
EFFICIENT OPERATION OF THE POOL OR SPA HEATER AND FOR THE PROPER CARE
OF POOL OR SPA WATER WHEN A COVER IS USED; AND ELECTRIC RESISTANCE
HEATING - NO ELECTRIC RESISTANCE HEATING; AND
1.1. EXCEPTION 1 TO SECTION 114 (A)4: LISTED PACKAGE UNITS WITH FULLY
INSULATED ENCLOSURE, AND WITH TIGHT-FITTING COVERS THAT ARE
INSULATED TO AT LEAST R-6.
1.2. EXCEPTION 2 TO SECTION 114(A)4: POOLS OR SPAS DERIVING AT LEAST 60
PERCENT OF THE ANNUAL HEATING ENERGY FROM SITE SOLAR ENERGY OR
RECOVERED ENERGY.
2. ANY POOL OR SPA SYSTEM OR EQUIPMENT SHALL BE INSTALLED WITH ALL OF THE
FOLLOWING:
PIPING - SEE MANDATORY MEASURES NOTE #2
COVERS - SEE MANDATORY MEASURES NOTE #3
DIRECTIONAL INLETS AND TIME SWITCHES FOR POOLS - SEE MANDATORY
MEASURES NOTE #4
3. ALL POOL HEATER INSTALLATIONS REQUIRE A CF-6R-MECH-03 FORM TO BE
COMPLETED AND SIGNED BY THE INSTALLER OF RECORD AND SUBMITTED TO THE
BUILDING INSPECTOR PRIOR TO FINAL INSPECTION APPROVAL,
4. DIRECTIONAL INLETS AND TIME SWITCHES FOR POOLS. IF THE SYSTEM OR
EQUIPMENT IS FOR A POOL:
4.1. THE POOL SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOL
WATER; AND
4.2. A TIME SWITCH OR SIMILAR CONTROL MECHANISM SHALL BE INSTALLED AS
PART OF THE POOL WATER CIRCULATION CONTROL SYSTEM THAT WILL ALLOW
ALL PUMPS TO BE SET OR PROGRAMMED TO RUN ONLY DURING OFF-PEAK
ELECTRIC DEMAND PERIOD, AND FOR THE MINIMUM TIME NECESSARY TO
MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC
HEALTH STANDARDS.
5. ALL PUMPS AND PUMP MOTORS INSTALLED SHALL BE LISTED IN THE
COMMISSIONS'S DIRECTORY OF CERTIFIED EQUIPMENT AND SHALL COMPLY WITH
THE APPLIANCE EFFICIENCY REGULATIONS.
6. FILTRATION PUMPS SHALL BE SIZED, OR IF PROGRAMMABLE, SHALL BE
PROGRAMMED, SO THAT THE FILTRATION FLOW RATE IS NOT GREATER THAN THE
RATE NEEDED TO TURN OVER THE POOL WATER VOLUME IN 6 HOURS OR 36 GPM,
WHICHEVER IS GREATER.
7. PUMP MOTORS USED FOR FILTRATION WITH A CAPACITY OF 1 HP OR MORE SHALL
BE MULTI SPEED.
8. EACH AUXILIARY POOL LOAD SHALL BE SERVED BY EITHER SEPARATE PUMPS OR
THE SYSTEM SHALL BE SERVED BY A MULTI SPEED PUMP. EXCEPTION - PUMPS
LESS THAN 1 HP MAY BE SINGLE SPEED.
9. MULTI SPEED PUMPS SHALL HAVE CONTROLS WHICH DEFAULT TO THE FILTRATION
FLOW RATE WHEN NO AUXILIARY POOL LOADS ARE OPERATING.
10. FOR MULTI SPEED PUMPS, THE CONTROLS SHALL DEFAULT TO THE FILTRATION
FLOW SETTING WITHIN 24 HOURS AND SHALL HAVE AN OVERRIDE CAPABILITY FOR
SERVICING.
11. A LENGTH OF STRAIGHT PIPE THAT IS GREATER THAN OR EQUAL TO AT LEAST 4
PIPE DIAMETERS SHALL BE INSTALLED BEFORE THE PUMP.
12. POOL PIPING SHALL BE SIZED SO THAT THE VELOCITY OF THE WATER AT MAXIMUM
FLOW FOR AUXILIARY POOL LOADS DOES NOT EXCEED 8 FEET PER SECOND IN THE
RETURN LINE AND 6 FEET PER SECOND IN THE SUCTION LINE.
13. ALL ELBOWS SHALL BE SWEEP ELBOWS OR ELBOW-TYPE THAT HAVE A PRESSURE
DROP OF LESS THAN THE PRESSURE DROP OF STRAIGHT PIPE WITH A LENGTH OF
30 PIPE DIAMETERS.
14. FILTERS SHALL BE AT LEAST THE SIZE SPECIFIED IN NSF/ANSI 50 FOR PUBLIC POOL
INTENDED.
15. MINIMUM DIAMETER OF BACKWASH VALVES SHALL BE 2 INCHES OF THE DIAMETER
OF THE RETURN PIPE, WHICHEVER IS GREATER.
SAFETY STANDARDS
SECTION AV100.3 OF THE 2016 C.R.C. ADDRESSES THE POOL SAFETY STANDARDS FOR
POOLS, SPAS AND HOT TUBS INSTALLED FOR SINGLE FAMILY RESIDENCE.
FOR THE PURPOSE OF THIS CODE THE FOLLOWING DEFINITIONS ARE APPLICABLE:
SWIMMING POOL: ANY STRUCTURE INTENDED FOR SWIMMING OR RECREATIONAL
BATHING THAT CONTAINS WATER OVER 18 INCHES DEEP.
ENCLOSURE: A FENCE, WALL, OR OTHER BARRIER THAT ISOLATES A SWIMMING
POOL FROM ACCESS TO THE HOME
ENCLOSURE REQUIREMENTS:
AN OUTDOOR SWIMMING POOL, INCLUDING HOT TUBS OR SPAS SHALL BE SURROUNDED
BY A BARRIER WHICH SHALL COMPLY WITH THE FOLLOWING:
1. TOP OF THE BARRIER SHALL BE AT LEAST 60 INCHES ABOVE GRADE MEASURED ON
THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL
1.1. OPENINGS IN TECH BARRIER SHALL NOT ALLOW THE PASSAGE OF A 4 INCH DIA.
SPHERE.
1.2. OPENING BETWEEN THE FINISH GRADE AND THE BOTTOM OF THE BARRIER
SHALL BE MAX. 2 INCHES.
1.3. BARRIERS SHALL BE INSTALLED SO AS NOT HAVE ANY FEATURES WHICH AID IN
CLIMBING.
2. ACCESS GATES SHALL BE A MINIMUM OF 60 INCHES ABOVE GRADE AND SHALL BE
SELF CLOSING AND HAVE SELF LATCHING DEVICE. GATES MUST OPEN OUTWARD
FROM THE POOL. GATES SHALL MEET THE SAME PROVISIONS AS LISTED AS
BARRIERS.
3. OUTSIDE SURFACES SHALL BE FREE OF ANYTHING THAT CAN MAKE THE BARRIER
CLIMBABLE
4. IF USING THE WALL OF THE HOUSE AS AN ENCLOSURE, EXIT ALARMS MUST BE
PLACE ON ALL DOORS THAT PROVIDE DIRECT ACCESS TO THE POOL.
SUCTION OUTLETS:
1. POOLS AND SPAS MUST HAVE AT LEAST TWO CIRCULATION OUTLETS, WHICH ARE
HYDRAULICALLY BALANCED AND SEPARATED BY THREE FEET OR
2. UTILIZATION OF SKIMMERS, PERIMETER OVERFLOW SYSTEMS, OR OTHER
PRE-APPROVED DEVICES IN LIEU OF TRADITIONAL SUCTION DEVICES.
3. THE USE OF OTHER OUTLET DEVICES WHICH MAY MEET ANSI/APSP-7 STANDARDS
BUT DO NOT HAVE A MINIMUM OF THREE FEET BETWEEN OUTLETS IS PROHIBITED.
SCOPE OF WORK
1. NEW REAR YARD POOL & SPA.
2. NEW ENTRY WATER FEATURE.
1
SP-1.0COVER SHEETN.T.S.
SHEET:
DATE:
SCALE:
DWN BY: LOT 100B81-560 BAFFIN AVE.LA QUINTA, CA.43653 Parkway EsplanadeLa Quinta, CA 92253760 - 772 - 1111 Stokerpools.com Lic# 820132ZB
04-29-2021
dateno.revisions
1
1ST PLAN
CHECK 04.29.21
CBP
BPOL2021-0117 - 81560 BAFFIN
ASHER / POOL, SPA AND ENTRY WATER FEATURE
POOL AND SPA AT REAR YARD WITH WATER FEATURE AT ENTRY COURTYARD
[JEREMY WELTON ENGINEERING]. APPROVED SITE PLAN AND ENGINEERING
REQUIRED ON SITE FOR INSPECTIONS. SPECIAL INSPECTIONS REQUIRED PER
ENGINEERING (SEE S-1).THIS PERMIT DOES NOT INCLUDE EQUIPMENT
ENCLOSURES. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT
PRE-PLASTER INSPECTION. 2019 CALIFORNIA BUILDING CODES.
04/30/2021
Safety Features – New pools and spas shall be equipped with
at least two of the following drowning prevention safety features.
(H&S § 115922 – SB No. 442)
• Enclosure that isolates the pool or spa from dwelling.
• Removable Mesh fencing, a gate that is self-latching and
closing and can accommodate a key lockable device.
• Safety pool cover.
• Exit alarms on doors that provide direct access to pool or spa.
• A self-closing self latching device placed on doors providing
direct access to pool or spa.
• An alarm that when placed in a pool or spa, will sound upon
detection. (Surface Motion, Pressure, Sonar, Laser)
BAFFIN AVEPOOL
SPA
PROPERTY LINE
EQUIP.
RESIDENCE
EQUIP.
TRASH
PROPERTY LINEPROPERTY LINEFIRE PIT
BBQ
FIRE
PIT
A
SP-3.0
17'-2"23'-1"24'-7"23'-9"A
SP-4.0
WATER
FEATURE15'-4"7'-10"14'-6"11'-0"48'-6"15'-9"
A
SP-5.0
D
SP-5.0
(3) 2" P.E. GAS LINE
W/ TRACER WIRE
+/-50'
30X36 CLR
30X36 CLR2'-8"2'-8"16'-11"15'-10"
1
1
30X36 CLR
2
WATER SPEC'S
POOL
SIZE
DEPTH
PERIMETER
AREA
VOLUME
TROUGH
SIZE
DEPTH
PERIMETER
AREA
VOLUME
48'-6"x71'-5"
3'-6" TO 5'-0"
244 I.F.
2,171 S.F.
65,000 GAL.
1'-6x43'-0"
30"
89 I.F.
65 S.F.
1,100 GAL.
SPA @ POOL
SIZE
DEPTH
PERIMETER
AREA
VOLUME
10'x22'-0"
3'-6"
64 I.F.
242 S.F.
5,000 GAL.
ENTRY WATER FEATURE
SIZE
DEPTH
PERIMETER
AREA
VOLUME
8'-0"x26'-0"
36"
68 I.F.
208 S.F.
4,400 GAL.
SITE PLAN
SCALE: 1/8"=1'-0"SITE PLANSP-2.0
1/8"=1'-0"
SHEET:
DATE:
SCALE:
DWN BY: LOT 100B81-560 BAFFIN AVE.LA QUINTA, CA.43653 Parkway EsplanadeLa Quinta, CA 92253760 - 772 - 1111 Stokerpools.com Lic# 820132ZB
04-30-2021
dateno.revisions
1
1ST PLAN
CHECK 04.29.21
2
2ND PLAN
CHECK 04.30.21
04/30/2021
SPA
WD: -54"
POOL
1'-0"
TANNING
SHELF
WD: -7"
WD: -15"
WD: -42"
36'-6"1'-0"9'-0"1'-0"
48'-6"1"1'-0"21'-1"1'-0"1'-2"1'-2"1'-2"10'-8"1'-0"48'-4"23'-1"1'-0"13'-9"1'-0"
15'-9"21'-1"1'-0"1'-0"WD: -23"
WD: -31"
WD: -39"
A2
SP-3-1
A2
SP-3-1
A1
SP-3-1
A1
SP-3-1
2
S-2
1
S-2
2
S-2
2
S-2
4
S-2J-02 CONTROLLER WATER FEATURE
PANEL JANDY 6614AP-L
1"1"1"1"1"23'-6"1"22'-8"1"71'-5"WD: -58"WD: -54"
WD: -22"32'-0"2
S-2
2
S-2
3
S-2
2'-0"1'-3"1'-6"2'-6"1"1"
A3
SP-3-1
A3
SP-3-1
WD: -58"
WD: -54"
WD: -50"
WD: -50"
WD: -49"
H-03 JANDYHEATER JXi400SPA
J-01 CONTROLLER POOL/SPA PANEL JANDY 6614AP-L
WD: -47"
1"1'-0"13'-3"1'-0"1'-6"1"1'-0"14'-10"1"1'-0"1'-2"1'-6"1'-0"1'-0"1'-0"20'-2"16'-11"
15'-10"
2
S-2
A
SCALE: 1/4" = 1'-0"
POOL PLAN
SP-3.0
1/2"-1'-0"ENLARGED POOL PLANSHEET:
DATE:
SCALE:
DWN BY: LOT 100B81-560 BAFFIN AVE.LA QUINTA, CA.43653 Parkway EsplanadeLa Quinta, CA 92253760 - 772 - 1111 Stokerpools.com Lic# 820132ZB
04-07-2021
dateno.revisions
CBP04/30/2021
F. F.
SPA
F. F.
POOL
WATER LINE
2
S-2
4
S-2
GUNITE WALL1'-10"1'-8"1'-0"4'-6"7"8"8"8"8"8"3'-11"GUNITE SLAB
POOL
WATER LINE
GUNITE SLAB
2
S-2
F. F.
3
S-2
F. F.
SPA 1'-10"1'-8"1'-0"4'-6"GUNITE
WALL TYP.
POOL
WATER LINE
F. F.
GUNITE SLAB
1
S-2 2
S-2
GUNITE
WALL TYP.
A1
SCALE: 1/4"=1'-0"
POOL SECTION
A2
SCALE: 1/4"=1'-0"
POOL SECTION
POOL SECTIONSSP-3.1
AS NOTED
SHEET:
DATE:
SCALE:
DWN BY: LOT 100B81-560 BAFFIN AVE.LA QUINTA, CA.43653 Parkway EsplanadeLa Quinta, CA 92253760 - 772 - 1111 Stokerpools.com Lic# 820132ZB
04-07-2021
dateno.revisions
A3
SCALE: 1/4"=1'-0"
POOL SECTION
CBP
04/30/2021
3" PVC TO
P-02
3" PVC TO
P-01
3'-0" TYP.ALL MAIN DRAINS3" PVC TO
P-04
3" PVC TO
P-05
3" PVC TO
P-06
2-1/2" PVC
TO P-02
2-1/2" PVC TO P-01
24 W 24 W 24 W 24 W 24 W
24 W 24 W
24 W 24 W 24 W
24 W
24 W
24 W
24 W
24 W
24 W
24 W
24 W
24 W
24 W
24 W
24 W
24 W
3" PVC TO P-08
2-1/2" PVC TO P-03
3" PVC TO P-09
3" PVC TO P-07
R2
R2
R2
2-1/2" PVC
FROM H-02
R1 R1
R1 R1
14'-4"3'-0"6'-0"2-1/2" PVC
FROM H-01
R3
R3
2-1/2" PVC FROM H-03
R6
R6
R6
3" PVC TO
P-06
R4
R4
R4
3" PVC FROM
P-04
R5 R5 R5
3" PVC FROM
P-05 6'-0"6'-0"6'-0"6'-0"9'-6"
1'-41
2"5'-6"5'-6"1'-41
2"
6'-0"6'-0"3'-0"6'-0"3'-0"6'-0"6'-0"6'-0"6'-0"6'-0"4'-11"4'-11"
R3
R3
R4
R4
R4
R5
DBLLOWDBL
2-1/2" PVC FROM P-08
DBLLOWDBL
2-1/2" PVC FROM P-08
HI
MID
LOW
LOW
HI
MID
2-1/2" PVC FROM P-07
B
SCALE: 1/4" = 1'-0"
PLUMBING PLAN
SP-3.2
1/2"-1'-0"PLUMBING PLANSHEET:
DATE:
SCALE:
DWN BY: LOT 100B81-560 BAFFIN AVE.LA QUINTA, CA.43653 Parkway EsplanadeLa Quinta, CA 92253760 - 772 - 1111 Stokerpools.com Lic# 820132ZB
04-07-2021
dateno.revisions
B
SCALE: 1/4" = 1'-0"
SPA JET PLAN
CBP
26'-0"1'-6"3'-0"20'-0"3'-0"
WATER FEATURE
WD: -30"
C
SP-4.0
C
SP-4.0
8"1/4"x3"x9" STEEL BRACKET
EVERY 12" TYP.
LINE OF "VALANCE" TO
HIDE RAIN CURTAIN
10"6"5'-11"9'-0"5'-11"6"1'-6"
DEEPEN CONT. FTG AS
REQUIRED TO ALIGN
W/ BOT OF FTG (3
SACK SLURRY MIN
BELOW FTG)
PAVERS BY OTHERS
F.F.
3"
CLR
#3 DOWEL @12" OC.
W/STD HK
2'-8"2'-6"PORCELAIN TILE
#3 DOWEL@12" OC.
W/STD HK
#3 HORIZ @12"
O.C.1'-0"WATER LEVEL IN TROUGH
WHEN WATER FEATURE IS
OPERATING
LED LIGHT BY OTHERS
PORCELAIN STONE
OREQ RAIN CURTAIN
PORCELAIN STONE
#3 BARS @12"
OC. EA WAY
#3 DOWEL @12" OC. W/ STD HK
#3 BARS CONT.
ROUGHEN
SURFACE TYP.
(E) HOUSE CONCRETE
CONT. FOOTING
6"
3"
CLR 2" CLRTYP.3"CLR3"CLR3"CLR6"6"6"6"EQ.EQ.6"
#3 HORIZ @12" OC.
#3 HORIZ
@12" O.C.
3'-0" MIN.
SEPARATION
3" PVC TO P-
1" ELECTRICAL
CONDUIT TO
J-015'-3"5'-3"5'-3"5'-3"
2-1/2" PVC FROM F-
RR
3'-0" MIN.
SEPARATION
3" PVC TO P-(4) 1-1/2" PVC
FROM F-
1
4"334"114"314"1'-0"1/4"x3" WIDE
STEEL BRACKET
EVERY 12"
FASTEN TO GUNITE
5" MASONRY BOLT
(TOP&BOTTOM)
10" GUNITE
WALL
CUSTOM
CASCADE
RAIN FALL 90
20' LONG
114"41
2"4"112"3"3"1"2"
1-1/2" PVC
PLUMBING
LED STRIP LIGHTS
CONTINUOUS BOTH
SIDES
HARDY
BACKER
PORCELAIN
TILE
1/4"x STEEL PLATE
ATTACHED
SEPARATELY
A
SCALE: 1/2" = 1'-0"
WATER FEATURE PLAN
SP-4.0
1/2"-1'-0"ENLARGED WATERFEATURE PLANSHEET:
DATE:
SCALE:
DWN BY: LOT 100B81-560 BAFFIN AVE. LA QUINTA, CA.43653 Parkway EsplanadeLa Quinta, CA 92253760 - 772 - 1111 Stokerpools.com Lic# 820132ZB
04-05-2021
dateno.revisions
B
SCALE: 1/2" = 1'-0"
WATER FEATURE PLUMBING PLAN
C
SCALE: 1/2" = 1'-0"
SECTION
POOL LEGEND
FLOOR DRAIN
MAIN DRAIN SUCTION,
3FT MIN. SEPARATION
UMBRELLA SLEVE
FLUSH RETURN
SKIMMER
SMALL FRONT LOADING SKIMMER
AUTO FILL
DECK JET
VACUUM PORT
GAS METER
SPA JET
ELECTRICAL M
"CMP" BRILLIANT WONDERS
LED POOL BUBBLER
CRYSTAL WATER JETS
20" DIA. AQUASTAR FLOOR DRAIN
LED NICHELESS LIGHT
UP NICHELESS LIGHT
ELECTRICAL CONDUIT
RETURN LINE
SUCTION LINE
PE GAS LINE
MD
U
SJ
R
SK
AF
D
VP
G
S
ABBREVIATIONS
W.S. WATER SURFACE
W.D. WATER DEPTH
F.F. FINISHED FLOOR
F.S. FINISHED SURFACE
F.G. FINISH GRADE
ELEV. GRADE ELEVATION
2'-0"
CBP
04/30/2021
30X36 CLR
P
06
J
01
P
05
P
04
P
03
P
02
P
01
P
07
P
08
P
09
6"1'-3"6"1'-3"6"1'-3"6"1'-3"6"1'-3"6"1'-3"6"1'-3"6"1'-3"6"1'-3"
1
2
POOL EQUIPMENT SCHEDULE
NO.TYPE LOCATION MFR MODEL NO.
LIGHT SCHEDULE
TYPE LOCATION MFR MODEL NO.QTY
P-01
J-02
FILTER PUMP
CONTROLLER
POOL
WATER FEATURE
PANEL
JANDY 6614AP-L
JANDY
JANDYF-01 FILTER
JANDYH-01 HEATER JXi400
CV/CL 460
VSPHP270DV2A LED POOL JANDY JLU4C24W 20
LED SPA JANDY JLU4C24W 3
F-02
H-02
FILTER
HEATER
P-02 FILTER PUMP
P-03 FILTER PUMP
P-04 INFINITY PUMP
P-05
P-06
P-07
P-08
P-09
P-10
P-11
H-03
F-03
F-04
F-05
LED ENTRY WATER
FEATURE JANDY JLU4C24W 5
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
JANDY
CV/CL 460
CV/CL 460
CS100
CS100
FILTER
FILTER
FILTER
HEATER
JET PUMP
JET PUMP
JET PUMP
FILTER PUMP
WATER
FEATURE PUMP
VSPHP270DV2A
VSPHP270DV2A
VSPHP270DV2A
VSPHP270DV2A
VSPHP270DV2A
VSPHP270DV2A
VSPHP270DV2A
PHPF2.0
PHPF2.0
PHPF2.0
JXi400
JXi400
SPA
POOL
POOL
POOL
POOL
SPA
SPA
SPA
ENTRY WATER
FEATURE
ENTRY WATER
FEATURE
POOL
SPA
POOL
ENTRY WATER
FEATURE
ENTRY WATER
FEATURE
INFINITY PUMP
INFINITY PUMP
POOL
POOL
SPA
J-01 CONTROLLER POOL/SPA PANEL JANDY 6614AP-L 30X36 CLR30X36 CLR
P
10
F
04
F
05
P
11
J
02 6"1'-3"6"1'-3"6"1'-3"6"1'-3"1
H
01
F
01
F
02
F
03
H
02
H
03
1
2
6"2'-6"1'-0"2'-0"6"2'-0"6"2'-0"1'-0"2'-0"6"2'-0"
NOTE: FILTER AND HEATER TO BE LOCATED ON
METAL RACK ABOVE FILTER PUMPS
SP-5.0
1/2"-1'-0"EQUIPMENT LAYOUTSHEET:
DATE:
SCALE:
DWN BY: LOT 100B81-560 BAFFIN AVE.LA QUINTA, CA.43653 Parkway EsplanadeLa Quinta, CA 92253760 - 772 - 1111 Stokerpools.com Lic# 820132ZB
04-30-2021
dateno.revisions
1
1ST PLAN
CHECK 04.29.21
2
2ND PLAN
CHECK 04.30.21
C
SCALE: 1/2" = 1'-0"
EQUIPMENT LAYOUT- LOWER LEVEL
D
SCALE: 1/2" = 1'-0"
WATER FEATURE EQUIPMENT LAYOUT
C
SCALE: 1/2" = 1'-0"
EQUIPMENT LAYOUT - UPPER LEVEL
04/30/2021
SOILS AND FOUNDATIONS
1. THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON THE CRITERIA AND RECOMMENDATIONS CONTAINED IN
THE FOLLOWING GEOTECHNICAL INVESTIGATION REPORT:
A. "MADISON CLUB, TENTATIVE TRACT MAP 33076, NEC AVENUE 54 AND MADISON STREET, LA QUINTA, CALIFORNIA,
GEOTECHNICAL INVESTIGATION" BY SLADDEN ENGINEERING (PROJECT No. 544-4810), DATED 01.28.05.
B. "PROPOSED CUSTOM RESIDENCE, 53335 ROSS AVENUE, THE MADISON CLUB LOT 30A, LA QUINTA, CALIFORNIA"
BY SLADDEN ENGINEERING (PROJECT No. 544-20168, DATED 05.28.20.
2. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION.
3. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW CONSTRUCTION, UNLESS
OTHERWISE INDICATED.
4. NOTIFY THE SEOR IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS,
ETC. ARE FOUND.
5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING,
UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION.
6. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE.
7. BOTTOM OF FOOTINGS SHALL BE LEVEL. FOOTING ELEVATION CHANGES SHALL BE MADE USING FOOTING STEPS.
8. EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY THE GEOTECHNICAL ENGINEER OF RECORD (GEOR)
PRIOR TO PLACING REINFORCING AND CONCRETE. NOTIFY THE GEOR WHEN EXCAVATIONS ARE READY FOR
INSPECTION.
9. PLACE BACKFILL BEHIND RETAINING WALLS AFTER CONCRETE HAS ATTAINED FULL DESIGN STRENGTH.
10. MECHANICALLY COMPACT EXCAVATION BACKFILLS IN LAYERS. PROVIDE 90% MINIMUM COMPACTION IN
ACCORDANCE WITH THE ASTM D1557 TEST METHOD AND THE GEOTECHNICAL REPORT.
11. SCARIFY AND RECOMPACT TOP 6 INCHES OF SOIL BENEATH FILL PER ITEM ABOVE.
12. PROVIDE POSITIVE SLOPES, BOTH DURING AND AFTER CONSTRUCTION, TO DIRECT SURFACE AND ROOF RUNOFF A
MINIMUM OF 10'-0” FROM BUILDING FOUNDATIONS.
REINFORCING STEEL
1. REINFORCING SHALL BE FABRICATED ACCORDING TO THE “MANUAL OF STANDARD PRACTICE FOR REINFORCED
CONCRETE CONSTRUCTION” AND SHALL CONFORM TO ASTM A615, GRADE 60.
2. PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS LONG AS PRACTICABLE.
3. TERMINATE REINFORCING STEEL IN STANDARD HOOKS UNLESS OTHERWISE SHOWN.
4. ALL REINFORCING STEEL INTERRUPTED BY STRUCTURAL STEEL SHALL TERMINATE WITHIN 1" OF STEEL SURFACE
WITH A 90° STANDARD HOOK UNLESS OTHERWISE NOTED.
5. PROVIDE REINFORCING BAR DOWELS IN FOOTINGS, PILE CAPS AND OTHER SUPPORTING MEMBERS OF THE SAME
SIZE AND SPACING AS VERTICAL REINFORCING UNLESS OTHERWISE NOTED. LAP SPLICE AS INDICATED ON TYPICAL
DETAILS.
6. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE
IS PLACED.
7. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT FROM DISPLACING DUE TO FORMWORK,
CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. LOCATE AND SUPPORT REINFORCING BY METAL
CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANGERS AT A MAXIMUM SPACING OF 3'-0”.
8. FIELD BENDING OF REINFORCING STEEL EMBEDDED IN CONCRETE SHALL NOT BE ALLOWED UNLESS APPROVED BY
THE SEOR.
9. MILL CERTIFICATIONS SHALL BE SUBMITTED FOR REVIEW.
GENERAL
1. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE, TITLE
24, THE ORDINANCES OF THE LOCAL BUILDING OFFICIAL, AND THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS.
2. REFERENCE TO CODES, RULES REGULATIONS, STANDARDS, MANUFACTURER'S INSTRUCTIONS OR REQUIREMENTS
OF REGULATORY AGENCIES IS TO THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID
UNLESS THE DOCUMENT DATE IS SHOWN.
3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF
CONSTRUCTION, SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD (SEOR).
4. DETAILS ON SHEETS TITLED “TYPICAL DETAILS” APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE
THE SAME OF SIMILAR TO THOSE SPECIFICALLY REFERENCED. SUCH DETAILS ARE NOT NOTED AT EACH LOCATION
THAT THEY OCCUR.
5. SEE POOL DRAWINGS (SP SHEETS) FOR ADDITIONAL INFORMATION.
6. VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY SEOR OF
DISCREPANCIES.
7. DO NOT SCALE THE DRAWINGS.
8. TOLERANCES SHALL BE ACCORDING TO THE BUILDING CODE.
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. NOTIFY THE SEOR OF ANY
DISCREPANCIES AND RESOLVE BEFORE PROCEEDING WITH THE WORK.
10. PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES
INCLUDE, BUT MAY NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DURING CONSTRUCTION. RETAIN A
REGISTERED CIVIL ENGINEER WHOM IS PROPERLY QUALIFIED TO DESIGN BRACING, SHORING, ETC. VISITS TO THE
SITE BY THE OWNER'S REPRESENTATIVE WILL NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS.
11. THE CONTRACTOR SHALL SUPERVISE, DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE SUPPORTING SERVICES BY
THE SEOR, WHETHER PERFORMED PRIOR TO, DURING, OR AFTER CONSTRUCTION, ARE PERFORMED SOLELY FOR
THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT
DRAWINGS; BUT THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED
AS SUPERVISION OF CONSTRUCTION.
12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND MEETING THE
REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. EXECUTE WORK TO ENSURE THE SAFETY OF PERSONS AND
ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS RELATED WITH THIS WORK.
STATEMENT OF SPECIAL INSPECTIONS (& STRUCTURAL TESTS)
1. STRUCTURAL TESTS AND INSPECTIONS SHALL BE ACCORDING TO 2019 CALIFORNIA BUILDING CODE.
2. THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED BY SECTION 110 OF THE CODE, AS
AMENDED. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY THE GOVERNING JURISDICTION.
3. AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE RETAINED BY THE OWNER (NOT THE
CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK) TO PERFORM TESTS AND SPECIAL
INSPECTIONS. THE CONTRACTOR SHALL PROVIDE ACCESS AND FURNISH SAMPLES TO THE AGENCY AS REQUIRED.
4. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF THE
WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS AND NECESSARY
REPAIRS WILL BE MADE AT THE CONTRACTOR'S EXPENSE.
5. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED
AND SUBMITTED TO THE GOVERNING JURISDICTION AND SEOR.
6. PERIODIC OR CONTINUOUS PRESENCE AND INSPECTION BY THE PROJECT OR SPECIAL INSPECTOR ARE REQUIRED
FOR THE FOLLOWING TYPES OF WORK WHERE OCCURS:
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (CBC TABLE 1705.3)
TYPE INSPECTION
FREQUENCY
REFERENCED
STANDARD
IBC
REFERENCE
1.INSPECT REINFORCEMENT AND VERIFY PLACEMENT.PERIODIC ACI 318 CH 20, 25.2,
25.3, 26.6.1-26.6.3 1908.4
3.INSPECT ANCHORS CAST IN CONCRETE PERIODIC ACI 318: 17.8.2 ---
5. VERIFY USE OF REQUIRED DESIGN MIX.PERIODIC ACI 318: CH. 19,
26.4.3, 26.4.4
1904.1, 1904.2,
1908.2, 1908.3
6.
PRIOR TO GUNITE PLACEMENT, FABRICATE SPECIMENS
FOR STRENGTH TESTS, PERFORM SLUMP AND AIR
CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF
THE GUNITE.
CONTINUOUS
ASTM C172
ASTM C31
ACI 318: 26.5, 26.12
1908.10
7.INSPECT GUNITE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES.CONTINUOUS ACI 318: 26.5 1908.6, 1908.7,
1908.8
8.VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES.PERIODIC ACI 318: 26.5.3-26.5.5 1908.9
12.INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.PERIODIC ACI 318: 26.11.1.2(b) ---
STRUCTURAL OBSERVATION -NOT REQUIRED
ABBREVIATIONS
AB ANCHOR BOLT
ABV ABOVE
ADDL ADDITIONAL
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
BLDG BUILDING
BLKG BLOCKING
BM BEAM
BN BOUNDARY NAIL
BOF BOTTOM OF FOOTING
BOT BOTTOM
BRG BEARING
BSMT BASEMENT
BTWN BETWEEN
C CHANNEL, CAMBER
CANT CANTILEVER(ED)
CIP CAST-IN-PLACE
CJ CONTROL JOINT, CLG JOIST
CJP COMPLETE JOINT PENETRATION
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CTSK COUNTERSINK
CTR CENTER(ED)
DBL DOUBLE
DEMO DEMOLISH, DEMOLITION
DET DETAIL
DF DOUGLAS FIR
DIA, Φ DIAMETER
DIAG DIAGONAL
DIAPH DIAPHRAGM
DIM DIMENSION
DIST DISTANCE
DN DOWN
DO DITTO (REPEAT)
DWG(S) DRAWING(S)
(E), EXIST EXISTING
EA EACH
E.A. EXPANSION ANCHOR
EF EACH FACE
EJ EXPANSION JOINT
EA EACH
ELEV ELEVATOR, ELEVATION
EMB(ED)EMBEDMENT
EN EDGE NAIL
EQ EQUAL
ES EACH SIDE,EDGE SCREW
EW EACH WAY
EXT EXTERIOR
FDN FOUNDATION
FF FINISHED FLOOR
FJ FLOOR JOIST
FLR FLOOR
FN FIELD NAIL
FO FACE OF
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STUD
FOW FACE OF WALL
FS FAR SIDE, FIELD SCREW
FTG FOOTING
GA, ga GAGE, GAUGE
GALV GALVANIZED
GLB GLU-LAM BEAM
GYP BD GYPSUM BOARD
HD HOLDOWN
HDR HEADER
HDG HOT DIPPED GALVANIZED
HGR HANGER
HORIZ, (H) HORIZONTAL
HP HIGH POINT
HSB HIGH STRENGTH BOLT
HSS HOLLOW STRUCTURAL STEEL
HT HEIGHT
K KIPS, 1000#
KP KING POST
L ANGLE
LB(S), #POUND
Ld DEVELOPMENT LENGTH
Ldh HOOKED DEVELOPMENT LENGTH
LLBB LONG LEG BACK-TO-BACK
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
LP LOW POINT
Ls LAP SPLICE LENGTH
LSL LAMINATED STRAND LUMBER
LVL LAMINATED VENEER LUMBER
LWC LIGHTWEIGHT CONCRETE
MB MACHINE BOLT
MEP MECH, ELEC & PLUMBING
MFR MANUFACTURER
MTL METAL
(N) NEW
NF NEAR FACE
NIC NOT IN CONTACT
NO, # NUMBER
NS NEAR SIDE
NSG NON SHRINK GROUT
NTS NOT TO SCALE
NWC NORMALWEIGHT CONCRETE
oc ON CENTER
OH OPPOSITE HAND
OPNG OPENING
OWSJ OPEN WEB STEEL JOIST
PAF POWER ACTUATED FASTENER
PERP PERPENDICULAR
PJP PARTIAL JOINT PENETRATION
PL PLATE
PP PER PLAN
PSF POUNDS/ SQUARE FOOT
PSI POUNDS/ SQUARE INCH
PSL PARALLEL STRAND LUMBER
PT PRESSURE TREATED
R, RAD RADIUS
REINF REINFORCEMENT
REQD REQUIRED
RJ ROOF JOIST
RO ROUGH OPENING
RR ROOF RAFTER
S.A.D. SEE ARCH DOCUMENTS
SC SLIP-CRITICAL
SCHED SCHEDULE
SECT SECTION
S.E.D. SEE ELEC DOCUMENTS
SEOR STRUCTURAL ENGINEER OF RECORD
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SL SLOPE
S.M.D. SEE MECH DOCUMENTS
SMS SHEET METAL SCREW
S.O.G. SLAB ON GRADE
SPEC SPECIFICATION(S)
SQ SQUARE
SS STAINLESS STEEL
ST SNUG-TIGHTENED
STAG STAGGER(ED)
STD STANDARD
STL STEEL
STRUC STRUCTURAL
SUSP SUSPENDED
SW SHEAR WALL
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
THK THICK(NESS)
THD THREADED
TN TOE NAIL
TO TOP OF
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOFR TOP OF FRAMING
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS TRANSVERSE
TS TOP OF SHEATHING
TSG TAPERED STEEL GIRDER
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VERT,(V) VERTICAL
VIF VERIFY IN FIELD
W WIDE FLANGE
w/ WITH
w/o WITHOUT
WHS WELDED HEADED STUD
WP WORK POINT
WT WEIGHT
WTS WELDED THREADED STUD
WWF WELDED WIRE MESH
XS EXTRA STRONG
XXS DOUBLE EXTRA STRONG
ATR ALL-THREAD ROD
S.C.D. SEE CIVIL DOCUMENTS
S.P.D. SEE PLUMB DOCUMENTS
R/R REMOVE & REPLACE
WS WOOD SCREW
A.A. ADHESIVE ANCHOR
A.D. ADHESIVE DOWEL
PCF POUNDS/ CUBIC FEET
RS ROUGH SAWN
LOC LOCATION
JT JOINT
BLW BELOW
FG FINISHED GRADE
TOT TOTAL
LO LOW
ADJ ADJACENT
HI HIGH
MDL MODEL
DESIGN CRITERIA
1. THE OBJECTIVE OF THIS WORK IS TO DESIGN A POOL AND SPA FOR THE RESIDENTIAL PROPERTY. SCOPE ALSO
INCLUDES A STAND-ALONE WATER FEATURE.
2. DESIGN LOAD CRITERIA:
A. ALLOWABLE COEFFICIENT OF FRICTION: 0.48
B. ALLOWABLE SLIDING RESISTANCE: 130 PSF (50% OF WEIGHT MAXIMUM)
C. ALLOWABLE PASSIVE PRESSURE: 300 PCF
D. FRICTION AND PASSIVE PRESSURE MAY BE COMBINED IN CALCULATION OF TOTAL RESISTANCE TO SLIDING
(WITH A 33% REDUCTION IN FRICTION RESISTANCE).
E. A ONE-THIRD INCREASE IS APPLICABLE TO SOIL CAPACITIES FOR SHORT-TERM LOADING (WIND/SEISMIC).
F. SOIL RETAINING STRUCTURES:
3. FOUNDATIONS (BASED ON GEOTECHNICAL REPORT):
GRAVITY LOADS
ACTUAL STRUCTURE & OPERATING EQUIPMENT WEIGHTSDEAD LOADS
ULTIMATE WIND LOADS
EXPOSURE CATEGORY C
II (T.1604.5)RISK CATEGORY
DESIGN WIND SPEED, VULT,VASD 110 MPH PER ATC TOOL, 85 PER EQN 16-33
IMPORTANCE FACTOR, IP 1.0 (RISK CATEGORY II, T.1604.5)
ULTIMATE SEISMIC LOADS (COMPONENTS)
MAPPED SPECTRAL ACCELERATIONS SS = 1.50g,S1 = 0.61g (PER GEOTECHNICAL REPORT)
SITE CLASS D (PER GEOTECHNICAL REPORT)
DESIGN SPECTRAL RESPONSE COEFFICIENTS SDS = 1.00g, SD1 = NULL
SEISMIC DESIGN CATEGORY D
FOOTING TYPE
ALLOWABLE NET
PRESSURE, D+L
(PSF)
MIN WxH* (IN)
INCREASE WITH
WIDTH, D+L
(PSF/FT)
INCREASE WITH
DEPTH, D+L
(PSF/FT)
MAX ALLOWABLE
NET PRESSURE,
D+L (PSF)
CONTINUOUS 1,500 12x12 300 600 3,000
ISOLATED PAD 2,000 24x12 300 600 3,000
LATERAL PRESSURE & SLIDING RESISTANCE LEVEL GRANULAR
BACKFILL (PCF)
2:1 GRANULAR
BACKFILL (PCF)
ACTIVE PRESSURE (PER GEOTECHNICAL REPORT)35
AT-REST (RESTRAINED WALLS) PRESSURE (PER GEOTECHNICAL REPORT)55
*H= MIN EMBEDMENT BELOW
LOWEST ADJACENT GRADE.
FORMWORK
1. PROVIDE CURING WHERE FORMS ARE REMOVED IN LESS THAN 7 DAYS.
2. REMOVE FORMS NO SOONER THAN 48 HOURS AFTER PLACING CONCRETE.
GUNITE
1. WHERE NOT SPECIFIED, GUNITE MAY BE USED AS AN ALTERNATIVE TO CAST-IN-PLACE CONCRETE.
A. GUNITE SHALL CONFORM TO THE REQUIREMENTS OF THE 2019 CBC SECTION 1913 AND CHAPTER 19 IN
GENERAL FOR REINFORCED CONCRETE AND PROVISIONS OF ACI 1506.
2. GUNITE SHALL HAVE THE SAME COMPRESSIVE STRENGTH (f'c) AND ALL OTHER REQUIREMENTS AS CAST-IN-PLACE
CONCRETE UNLESS OTHERWISE NOTED.
3. THE NOMINAL MAXIMUM SIZE OF COARSE AGGREGATES SHALL BE ¾" UNLESS OTHERWISE NOTED.
A. WHEN #5 OR SMALLER BARS ARE USED, THERE SHALL BE A MINIMUM CLEARANCE BETWEEN PARALLEL
REINFORCEMENT BARS OF 2½ INCHES.
4. LAP SPLICES IN REINFORCING BARS SHALL BE BY THE NON-CONTACT LAP SPLICE METHOD WITH AT LEAST 2
INCHES CLEARANCE BETWEEN BARS.
5. CONCRETE TO RECEIVE GUNITE SHALL HAVE THE ENTIRE SURFACE THOROUGHLY CLEANED AND ROUGHENED BY
SAND BLASTING, AND JUST PRIOR TO RECEIVING GUNITE, SHALL BE THOROUGHLY CLEANED OF ALL DEBRIS, DIRT
AND DUST. CONCRETE SHALL BE WETTED BEFORE GUNITE IS DEPOSITED, BUT NOT SO WET AS TO OVERCOME
SUCTION. SAND FOR SAND BLASTING SHALL BE CLEAN, SHARP AND UNIFORM IN SIZE, WITH NO PARTICLES THAT
WILL PASS A 50-MESH SCREEN.
6. CURING SHALL BE IN ACCORDANCE WITH SECTION 1913.9. CURING COMPOUND USED ON GUNITE SHALL BE
APPROVED BY THE SEOR.
7. STRENGTH TESTS FOR GUNITE SHALL BE MADE IN ACCORDANCE WITH ASTM STANDARDS BY AN APPROVED
AGENCY ON SPECIMENS THAT ARE REPRESENTATIVE OF THE WORK AND WHICH HAVE BEEN WATER SOAKED FOR
AT LEAST 24 HOURS PRIOR TO TESTING. THE MAXIMUM-SIZE AGGREGATE SHALL BE 3/8 INCH AND SPECIMENS
SHALL CONSIST OF NOT LESS THAN 2-INCH-DIAMETER CORES OR 2-INCH CUBES.
8. SAMPLING FOR GUNITE SPECIMENS SHALL BE TAKEN FROM THE IN-PLACE-WORK AND SHALL BE TAKEN AT LEAST
ONCE EACH SHIFT, BUT NOT LESS THAN ONE FOR EACH 50 CUBIC YARDS OF GUNITE.
CAST-IN-PLACE CONCRETE
1. CONCRETE IS MILDLY REINFORCED AND CAST-IN-PLACE. WHERE REINFORCING IS NOT SPECIFICALLY SHOWN OR
WHERE DETAILS ARE NOT GIVEN, PROVIDE REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR CONDITIONS,
SUBJECT TO REVIEW BY THE SEOR.
2. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF BARS AND DENOTE CLEAR COVERAGE
UNLESS OTHERWISE NOTED.
3. THE MINIMUM CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS:
a. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS.
FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:
#5 BARS AND SMALLER 1½
#6 BARS AND LARGER 2
USE f'c (PSI)
(a)
MAX SLUMP
(IN)
NOMINAL MAX
AGGREGATE (IN)
WATER
CEMENTITIOUS
RATIO (MAX)
TYPICAL 3,000 4 1 0.50
LOCATIONS CLEAR COVER, INCHES
CONCRETE PLACED AGAINST EARTH 3
SLABS ON GRADE (TOP CLEARANCE)1½
4. CONCRETE TYPES
5. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY, BEARING A CALIFORNIA
REGISTERED CIVIL ENGINEER'S STAMP, AND APPROVED BY THE SEOR PRIOR TO USE.
6. PORTLAND CEMENT SHALL BE TYPE II OR V CONFORMING TO ASTM C150 UNLESS OTHERWISE NOTED.
7. COARSE AGGREGATE SHALL CONFORM TO ASTM C-33.
8. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) HARD ROCK TYPE.
9. CONTINUOUSLY MOIST CURE CONCRETE FOR 7 DAYS MINIMUM. WATER FOG SPRAYS, PONDING, SATURATED
ABSORPTIVE COVERS OR MOISTURE RETAINING COVERS MAY BE USED. IN LIEU OF MOIST CURING, CURING
COMPOUNDS MAY BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE.
10. PIPES AND CONDUIT ARE TO BE PLACED IN THE MIDDLE THIRD OF SLABS AND WALLS. MAXIMUM DIAMETER SHALL
BE ONE-THIRD OF SLAB OR WALL THICKNESS AND MINIMUM SPACING SHALL BE 3 DIAMETERS FROM CENTER TO
CENTER.
11. ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO ¼” AMPLITUDE AND CLEAN OF LAITANCE,
FOREIGN MATTER AND LOOSE PARTICLES. LOCATE CONSTRUCTION JOINTS AS SHOWN ON THE DRAWINGS.
SUBMIT ALTERNATE JOINT LOCATIONS OR JOINTS NOT SHOWN TO THE SEOR FOR REVIEW AND APPROVAL PRIOR
TO PROCEEDING WITH THE WORK.
12. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE, ROUGHEN CONTACT SURFACES TO ¼”
AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER AND LOOSE PARTICLES.
13. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-
SPADING, RODDING OR TAMPING. USE EQUIPMENT & PROCEDURES FOR CONSOLIDATION OF CONCRETE IN
ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE & PROJECT
CONDITIONS.
14. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED.
NOTES:
1. ALL DETAILING OF REINF SHALL COMPLY WITH THIS SCHEDULE UNLESS SPECIFICALLY DETAILED
OTHERWISE.
2. REINF DEVELOPMENT LENGTH AND SPLICE TABLE IS BASED ON UNCOATED GRADE 60 STEEL PER ACI 318
CHAPTER 25 AND SECTION 18.8.5.
3. db = BAR DIAMETER.
4.NP = NOT PERMITTED.
5. TOP REINF IS HORIZONTAL REINF THAT HAS MORE THAN 12" OF CONCRETE PLACED BELOW IT.
6. LAP LENGTHS SHOWN MEET REQUIREMENTS FOR CLASS "B" SPLICE.
7. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED SHALL NOT BE LESS THAN THE LARGER OF 2 BAR
DIAMETERS OR 2". CLEAR COVER SHALL NOT BE LESS THAN THE LARGER OF THE BAR DIAMETER SIZE OR
PER GENERAL NOTES.
8. A STANDARD HOOK SHALL BE PROVIDED WHERE THE DEVELOPMENT LENGTH IS NOT POSSIBLE DUE TO
SPACE RESTRICTIONS (REFER TO HOOKED BAR SCHEDULE).
9. SMALLER BAR LAP LENGTH MAY BE USED WHEN SPLICING BARS OF DIFFERING DIAMETERS.
10. AT CONC WALLS, SPLICES IN HORIZONTAL REINF SHALL BE STAGGERED.
11. Ld = DEVELOPMENT LENGTH (DEV), Lst = LAP SPLICE (LAP).
2" MIN
SPLICE BAR
MAIN BAR
f'c
(PSI)
HOOKED BAR
DEVELOPMENT
LENGTH, Ldh (INCHES)
REINFORCEMENT DEVELOPMENT & LAP
LENGTHS (INCHES)
BASE MATERIAL
NWC
f'c
(PSI)CONDITION
REINFORCEMENT SIZE
3,000
STD DEV
TOP DEV
STD LAP
TOP LAP
#3 #4 #5 #6
17 22 28 33
23 29 37 43
23 29 37 43
29 38 48 56
#3
9
#4
11
#5
14
#6
17
REINFORCEMENT SIZE
3,000
Ld
Lst
Ldh
2db
NOTE: d = BAR DIAMETER
BAR OFFSET
1
6 MIN
BAR END HOOKS & BENDSDDD
2½" MIN
4d OR 12dD = 6d FOR #3 TO #8
D = 8d FOR #9 TO #11
D = 10d FOR #14 & #18
END HOOKS, ALL
GRADES
BAR SIZE D J
#3 2¼" 3"
4"
5"
6"4½"
3¾"
3"#4
#5
#6 dNOTE: d = BAR DIAMETER
D
D
3" MIN
6d OR
STIRRUP / TIE
HOOKS & BENDS 3" MIN 6dD = 1½" FOR #3
D = 2" FOR #4
D = 2½" FOR #5 J2'-6" TYP
RECESS
WALL PP2- #5 VERT
TYP
SECTION AT WALL RECESS
VERT REINF PP
HORIZ REINF PP TYP
ADD HORIZ REINF TO
MATCH SIZE & SPACING
OF HORIZ WALL REINF
END OF WALL
DOUBLE REINFPPLAP
HORIZ
WALL REINF PP
2- #5 MIN
2- #5 MIN
END OF WALL
SINGLE REINFPPWALL REINF
PP STD HOOK
ALT BEND
PP
WALL REINF
PP TYP
PPHORIZ LAP
WALL INTERSECTION
DOUBLE REINF
2- #5 CONT
PP
PPHORIZ LAP
WALL REINF PP
TYP
ALT BEND
2- #5 VERT
WALL INTERSECTION
SINGLE REINF
PP
PPWALL REINF PP
TYP
HORIZ LAPSTD HOOK
STD HOOK
CORNER DOUBLE REINF
CORNER SINGLE REINF PPPP
HORIZ LAPWALL REINF PP
TYP
2- #5 VERT
SCALE: NONE
GENERAL NOTES 7
SCALE: NONE
TYPICAL DEVELOPMENT & LAP LENGTHS 2
SCALE: NONE
TYPICAL REINFORCEMENT BEND DETAILS 3
SCALE: NONE
TYPICAL CONCRETE WALL DETAILS 1 w w w . s p i r e s t r u c t u r e s . c o m26461 Rancho Parkway South Lake Forest, CA 92630tel:949.916.3440 Copyright Spire Structural Engineering Inc.43653 Parkway EsplanadeLa Quinta, CA 92253Stokerpools.com Lic# 820132SHEET:
DATE:
SCALE:
DWN BY:
dateno.revisions
N.T.S.
02/09/21 4:45:27 PM ENG: JCWJOB#: 21SPR002GENERAL NOTES& TYPICALDETAILSS1
MRP81-560 BAFFIN AVE.LA QUINTA, CA.05/18/18LOT 100B04/30/2021
4" CONCRETE S.O.G.
NATURAL GRADE
6"WATER LINE
STONE / TILE CAP
1'-0"1'-8"
GUNITE WALL1"3'-7"6"
6"
APPLY 2 COATS WATERPROOFING
TO OVER FLOW TROUGH6"4"
10"
MECHANICALLY COMPACT
DISTURBED SOIL IN LAYERS
TO A 90% MIN COMPACTION
IN ACCORDANCE TO ASTM
D1557 TEST METHOD
6"3"CLR3"
CLR
2"
2"2"DEV PER2/S1 TYP1
1
PEBBLE SHEEN
FINISH T.B.D.
#3 HORIZ @ 12"O.C
EA FACE
#3 DOWEL W/STD HOOK
@12"O.C EA FACE
(2)-#3 CONT
3"
CLRROUGHEN
SURFACE
#3 DOWEL W/STD
HOOK @12"O.C
DEPTH≤ 4'-6:#3 DOWEL
W/STD HOOK @12"O.C
DEPTH> 4'-6: ADD #3
DOWEL W/STD HOOK
@6"O.C
#3 @12"O.C
EA WAY
#3 @12"O.C
EA WAY
#3 HORIZ
@12"O.C
6" FOR DEPTH≤4'-6" &
8" FOR DEPTH>4'-6"
(6'-0" MAX. DEPTH)10"6"1'-4"
#3 HORIZ
@12"O.C
2-#3
CONT.3"CLR1'-4"
2'-0"
2-#3
CONT.6"STONE / TILE TO
TROUGH FLOOR
1" FIBERGLASS GRATE
F. F.
GUNITE WALL
STONE / TILE COPING MITER ALL
CORNERS
4" CONCRETE S.O.G.
APPLY 2 COATS
WATERPROOFING TO OVER
FLOW TROUGH
PEBBLE SHEEN FINISH
T.B.D.
MECHANICALLY COMPACT
DISTURBED SOIL IN LAYERS TO A 90%
MIN COMPACTION IN ACCORDANCE
TO ASTM D1557 TEST METHOD
#3@ 12" O.C.
EA WAY
WATERPROOF NON-POROUS
SLIPSHEET
WATER LINE
10"
6"
1"
1'-0"
8"
3"3"1'-2"1'-2"1'-2"2"3"7"8"8"8"8"6"TILE & SETTING BED
3'-11"PER PLAN
1'-2"2"2"
#3 CONT
#3 DOWEL W/STD
HOOK @12" O.C.
#3@ 12" O.C.
EA WAY6"#3@ 12" O.C.
EA WAY
LAP PER
2/S1
#3 DOWEL W/STD
HOOK @12" O.C.
EA FACE
6"8"1'-2"
WATER LINE 1"5"FINISH FLOOR
COMPACTED
SUBGRADE
6"8"6"
TILE & SETTING BED
4" CONCRETE S.O.G.
6" WATER LINE TILE
PEBBLE SHEEN FINISH T.B.D.
GUNITE WALL
PER PLAN
1"5"APPLY 2 COATS WATERPROOFING
TO OVER FLOW TROUGH
10"
1'-0"
STONE / TILE COPING MITER ALL
CORNERS
4"
WATERPROOF NON-POROUS
SLIPSHEET
3"
CLR
2"
2"
CLR 2"CLR3"3"
CLR
#3 CONT.8"#3 DOWEL
W/STD
HOOK @12"
O.C.
#3 DOWEL W/STD HOOK @12" O.C.
#3 HORIZ @12" O.C. EA FACE
6"WATER LINE 1"5"FINISH FLOOR
COMPACTED
SUBGRADE
6"8"
6"
TILE & SETTING BED
4" CONCRETE S.O.G.
6" WATER LINE TILE
PEBBLE SHEEN FINISH T.B.D.
GUNITE WALL
1"5"APPLY 2 COATS WATERPROOFING
TO OVER FLOW TROUGH
10"
1'-0"
STONE / TILE COPING MITER ALL
CORNERS
4"
WATERPROOF NON-POROUS
SLIPSHEET
3"
CLR
2"
2"
CLR 2"CLR3"3"
CLR
#3 CONT.8"#3 DOWEL
W/STD
HOOK @12"
O.C.
#3 DOWEL W/STD HOOK @12" O.C.
#3 HORIZ @12" O.C. EA FACE
1
1
6"1'-0"PER PLAN
PER PLAN
6"6"
3"
CLR
3"3"#3 @12" O.C. EA WAY
#3 HORIZ@12" O.C.
#3 DOWEL W/STD
HOOK@12" O.C.
#3 HORIZ
@12" O.C.6"1'-4"
2-#3
CONT.
#3 @12" O.C.
EA WAY6"#3 DOWEL W/STD
HOOK@12" O.C.
#3@12" O.C.
EA WAY
DETAILSS-2
AS NOTED
1
SCALE: 1"=1'-0"
INFINITY WALL DETAIL
2
SCALE: 1"=1'-0"
POOL EDGE DETAIL
4
SCALE: 1"=1'-0"
POOL STEPS DETAIL
3
SCALE: 1"=1'-0"
SPA EDGE DETAIL
SHEET:
DATE:
SCALE:
DWN BY: LOT 100B81-560 BAFFIN AVE.LA QUINTA, CA.43653 Parkway EsplanadeLa Quinta, CA 92253760 - 772 - 1111 Stokerpools.com Lic# 820132ZB
04-05-2021
dateno.revisions
04/30/2021