0209-082 (RPL)ta: LICENSED CONTRACTOR DECLARATION
I hdre*,'affirm under penalty of perjury that I am licensed under provisions of
Chapter 9'(commencing with Section 7000) of Division 3 of the Business and
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date,,. -
3S167.3 C51—HIC
5 j
Date 4 Signature of Contradtori*
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for
sale (Sec. 7044, Business & Professionals Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code)..
( ) I am exempt under Section B&P.C. for this reason
Date Signature of Owner
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
( ) I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
1 have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued. My workers' compensation insurance carrier & policy no. are:.
Carrier ,# fAii'Y' FUND? Policy No. - 224-02-0019"4
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) I certify that in the performance of the work for which this permit is issued,
I shall not employ any person in any manner\so as to become subject to the
workers' compensation laws of California, and agree' -that if I should become
subject to the workers' compensation Q0 isions'of Section 3700 of the Labor
Code, shall forthwith comply with those provisions.
'Date: it- A Applicant
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000; in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on his
application.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is
correct. I agree to complywithall City, a d Slate laws,relating to the building
construction, and herebj! auth66ze,repr4entaIcsfof this City to enter upon ._
the above-mentioned property for tnspection%purp ses. �.
Signature (Owner/Agee -- � 31 Date f
o
BUILDING PERMIT PERMIT#
- -
DATE 0/r3' VALUATION 5&1.51x *QC* LOT ' TRACT
Y�✓SITE �� !'
JOB, , ! C
ADDRESS •'47-049� VIA4WIMS
APN '
-
OWNER
CONTRACTOR/DESIGNER/EN (NEER
CMADAY & COM)ANY
E%s+ L HAMPTON baa VAC;AMA POC?M
17480 E, 17771 MR, #106
9522DONALDSW HP.
'L1'1Si`s'Yd CA 92780
VALLEY C.A.
1/: LCIS.
q � d• �]'�92`',56
VL.7L.4 4335
USE OF PERMIT
POOL AND/CYR S13A.
3DC3f}USDA„ dl#AMS1kt.ftFtRMi?S SHA,.Lf.10IV P].,PiCJ1,T IDR&PL,A.i"fFR
1148PIT. T1014, EQUIPMENT ONCrdMiFi8.3, NOT MCL,IJ1:iED
POOL NDDIOR SPA 11,000.001.3
1+;S"iD"IM C O ' 01T MN r.L20f"A'�ON
1.+,t}L1C! o
PAT& T FEE 9UWKARY
PLAN CHECK FRE 101.000.439.318 MIX
WHYPRUCTiCIN HYX 101-000-418-000 $.162.00
WCHANICAL, Fr., E -- POOL 101 -00 0-42,1 52.4,00
EI..Ii'C9'R ZAL YR?_ -fd POOL 101-0300-420-000 $43.00
k'LUMD3Th40 "Ur . 'P001.0 '101-000-41 R-000 $27,00
r
?v1
D IMIS 1'?,Y3 )?A1D FEW
$0.00
SEP 13 2U07 RAL FEIRMWE F 96 DUE X(YWCily Of
Fl AN EDEPT.A
RECEIPT
DATE
BY s
D7
INSPECTOR
INSPECTOR*
I L
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
0. K. to Wrap '
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
POOLS - SPAS
BLOCKWALL APPROVALS
Steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover .
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final ..
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
c Y
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
NOTE: SPA SHALL NOT BE STRUCTURALLY TIED To POoL.
r- r.
SPA BOND BEAM
6" VARIES ONE PIECE SPILLWAY.
o FLAGSTONE or BRICK VENEER
WATERPROOF NOTCH AND
a? GROUT VENEER IN PLACE.
.. m
SEE STANDARD PLAN & OTHER
SPECIAL DETAILS (AS NEEDED)
FOR SPA WALL REINFORCING
AND GUNITE THICKNESS.
0
PROVIDE BOND BREAKER o WATER LINE.
NOTCHED BOND BEAN PER STANARD
C PLAN #100, DETAIL #12.
SPA
SPA OVER COMPACTED FILL
POOL OVER NATURAL SOIL
SEE SPECIAL DETAILS (AS NEEDED)
FOR POOL WALL REINFORCING
AND GUNITE THICKNESS.
PLO ES 70
POOL WALL
--,Y, F LA QUINT
Paoi Ron Lacher, R.C.E. DETAIL VALID ONLY WITH ENGINEER'S;' ; `"i `!i AfSPA
engineering 1332 N. Miller St. #201 SIGNATURE IN RED INK ON DETAIL .) 3 '
Anaheim, California 92806 ��anuo` oN
inC. Fax: (714) 528-8283 THIS DETAIL TO BE USED IN CONJUNtIf�
Phone: (714) 528-8200 WITH STANDARD POOL PLAN #100 SPECIAL DETAIL
IN VENTURA COUNTY ALL NON -EXPANSIVE EXPANSIVE 12' p M M�
(6) BAR BOND BEAM REQUIRED GENERAL NOTES GLAZING IN HAZARDOUS VOCATIONS
DECKING MUST BE INSTALLED APPROVED SEALANT RECOMMENDED (PER DETAIL �). TABLE SOIL SOIL FOR THE CITY OF LOS (6) f4 BARS ® I ,
EQUIVALENT EQUIVALENT - BOND BEAM. FINISH ' BOND BEAM W 4 3 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN WHEN REQUIRED BY THE BUILDING OFFICIAL, GLA2ING SHALL COMPLY WITH THE LATEST AIXV7ED
IN ACCORDANCE W/ D1L REQUIRED W/ EXPANSIVE SOIL NO. 1 FLUID PRESSURE FLUID PRESSURE ANGELES ONLY. I / () # SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, SLOPES AND EDITION OF THE CBC SECTION 2406.4, ITEM 9 INCLUDING LOCALLY ADOPTED AMENDMENTS.
III GRADE. BARS PER TABLE N0. 1 & STRUCTURES IN THE CITY OF LOS ANGELES THE POOL LOCATION SHALL COMPLY WITH THE 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHAD SAFETY GLAZING WHEN ALL
SLOPE DECKING 1/8" COPING = 30 P.C.F. 45 P.C.F. iv l l DETAIL #12. CITY OF LOS ANGELES ZONING CODE IN SAN BERNARDINO COUNTY POOL APPROVED FOR
TO 1/4' PER FOOT. BOND BEAM SEE TABLE NO. 1 SEE DTL 13 BARS BENT _ _ PRIVATE USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE OF THE FOLLOWING CONDITIONS ARE PRESENT:
-111-1 POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE POOL SIDE OF THE GLAZING.
AWAY DRAINL &DETAIL 12 ®�• D.C. - #3 BARS VERTICAL I k I 2 (REPRESENTATIVES a POOL ENGINEERING INC. HAVE NOT INSPECTED THE SIDE &ARE RELYING B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA
�- (4% ���� 3" CER• SEE TABLE N0. 2 t --WATER ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF CONTINUOUS SHOTCRETE INSPECTION
BOND THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE
BEAMS co CL LINE, CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
z yII- T COPING NOTE: COMPACTED 2 1/2" ¢v J RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND INSPECTOR IN CONFORMANCE WITH UBC CBC.SECTION 1701, WHO SHALL SUBMIT A STATEMENT
- 7 ) - a (3) #3 (4) BOND BEAM HORIZ. BARS FILL CLR• X w w OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL INDICATING COMPLIANCE WITH THE AND SPECIFICATIONS. THE FOLLOWING AGENCIES AMONG
a z I o BOND BEAM PER TABLE a a w DETAILS ARE VAUD ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING OTHERS REQUIRE CONTINUOUS INSPECTION:
I_1 o BARS. #3 BARS ( ) MAY BE OVER OR UNDER ti 7 , p a
N 17 II� w POSITIVE NO. 1 EXPANSIVE SOIL MAY BE BARS 9� " Z-0 INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. A. CITY OF LOS ANGELES INSPECTOR MUST BE APPROVED BY THE DEPARTMENT OF BUILDING &
z W 11 X D R t' VERTICAL t VERTICAL DRAINAGE & DETAIL #12. \Oo r w 0 Q 3 THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING SAFETY, PER RGA 14-67.
z '�, < 3 STEEL STEEL F- TABLE EXPANSIVE \"n 1 3 CONDITIONS APPLY (PER LATEST ADOPTED EDITION OF THE CBC SECTION 1806.5.2 THROUGH B. COUNTY OF VENTURA.,
- x ti ''' 0 1806.5.4. IN VENTURA. LOS ANGELES COUNTIES, 'D' MIN. IS 1 1/2' & 'X' MIN. IS 2 1/21. C. THE CITIES OF: BEVERLY HILLS, COSTA CYPRESS, FUlERTON, HERMOSA BEACH,
a / cc i]` 1t" #3 0 12" 5t" #3 0 12" -1 =1 NO. 2 SOIL a \O M\r1• a ir MESA CULVER CITY,
o ALLOWABLE 5 1 2" w 3'0" 1 -0" 5 I M \,Q , 6 m IRVINE, NEWPORT BEACH, LA HABRA. LA PALMA, LAGUNA MUS LAKE ELSIN
CONDITION 1 ¢ N �`' SPECIAL DETAIL REQUIRED WHET) ORE LONG EACH
D
MIN. N
id
ZUNDISTURBED SOIL
1000 PSF MIN. I
BEARING VALUE ��II ao
II o,
Jh��?
't' TO BE II ti QP
CHANGED _
UNIFORMLY.�' 1 `
`'
W
0
3,6"
1,_0"
5t�
"
5%"
"
� I TII II V I I I C o X a.
z a 3
m _
a `�
6 M a
EQUIV. FLUID MIN. 4i N
PRESSURE
= 62.4 P.C.F.
MAXIMUM.
J�,��o.
E �Q9�P0
4'0"
V-0"
V1 "
7-
COPING
5-6"
4'6"
1'-0"
1
5,r
"
t
5,i
#3 0 6"
5'0"
V-6'
6"
"
6"
"
5'6"
2'-0"
6"
#3 0 6"
t
6,z"
"
6'0"
2+-6"
6"
6'
71C
z
6'6'
3'-0"
6"
6", #3 04-
4"5'6'
8» .
"
7'0"
3'-6"
6"
"
8%,
"
a
F
C3
SEE TABLE ,
No. -1.
L 1
TABLE
NO. 2. I11=
7'6"
4'-0"
614
POOL STRUCTURE
J
9•
w
w
8'0"
4'-6"
61&
"
9•
"
I r
.
RECOMMENDED. 51/2'
8 t�
- � I I I
D
t
VERTICAL
STEEL
2'6"
gf
#3 0 12"
3,p»
6"
"
4'0"
6'
#3 0 6-
5-0-
7-
COPING
5-6"
8"
"
6'0"
8"
#3 0 4"
7'0'
81
"
7'6"
91
"
8'0"
10"
4'0'
8'6"
10"
"
C) �p = a ¢ b' IS LESS THAN POOL DEPTH LOS ALAMITOS MISSION VIEJO, NORCO, SEAL BEACH, STANTON, DUSTIN, VILLA PARK & WESTMINSTER.
1 N F OR H/4 (7.5' MAX. H/4) SPECIAL DETAIL D. N THE CITY OF SAN DIEGO, PNEUMATIC CONCRETE WORK NOT FULLY SUPPORTED ON
w REQUIRED WHEN WEARTH MAY REQUIRE CONTINUOUS INSPECTION AND VISUAL EXAMINATION FOR STRUCTURAL
TOE OF SLOPE IS LESS THAN 10 SOUNDNESS OF N PLACE PNEUMATIC CONCRETE
TOP OF TITLE 24
SLOPE
CMANDATORY REQUIREMENTS FOR POOL &SPA HEATING SYSTEMS &EQUIPMENT:
'P
'� _ I. SYSTEM IS CERTIFIED WITH 78% THERMAL EFFICIENCY (PER LATEST ADOPTED ANSI STANDARD),
READILY ACCESSIBLE ON-OFF SWITCH, WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY
EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
2 SYSTEM IS INSTALLED WITH:
A. AT LEAST 36* PIPE
B. COVER FOR OUTDOOR POOLS OTWEEN FILTER & OR OUTDOOR SPA. FOR FUTURE SOLAR HEATING.
SPECIAL DETAIL REQUIRED WHEN 'Q' 3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF
IS LESS THAN H/6 (20' MAX.) PEAK OPERATION.
#3 0 6" O.C. 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON- FENCING AND BARRIERS
VERTICAL -STEEL 4'-0" STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE I. PRIOR TO FILLING, THE WOOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH
DEEP & BELOW. _ DECKING AND POOL GEOMETRICS. FENCING & CATES WITH NO OPENINGS GREATER THAN 4'. GATES TO BE SELF-CLSNG &
" " T HORIZONTAL STEEL 3 - S DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT SELF -LATCHING WITH LIVID A MN. OF 5' MGH. V ERE THIS VARIES FROM LOCAL CODES, THE
_ _ 8'6" 5'-0" 61 9' I I- # • 1 I I I I I I I- DEMONSTRATE A SYSTEMA THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. LOCAL CODES SHALL PREVAIL
VERTICAL STEEL SEE e BARS 0 12" O.C. TYPICAL � 0 6- ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM
TABLE NO. 1. I I I VERTICAL STEEL -� I fiI ml I BUILDING CODE/CBC AND LOCAL ORDINANCES. 2WHEN REQUIRED BY THE BANDING OFFICIAL, BARRIERS SHALL COMPLY W1H THE LATEST ADOPTED
-'� ihEDITION OF THE CBC SECTIQN 421, APPENDIX CHAPTER 4 INCLUDING LOCALLY ADOPTED AMENDMENTS.
I .. SEE TABLE N0. 2 NOTE: 7 STANDAR S AND/OR LOCAL OWITH DIVING 130ARDS DE& T DIVING BOARD MANUFACTURER'S POOL GEOMETRIC A. IIFNH THE ��FSLOS
ANGELES,
PROTECTIVE
CODE SECTION BARRIERS
ARE
REQUIRED IN CONFORMANCE WITH
HORIZONTAL STEEL 24' MIN. NATE; 24" MIN EXTRA REINFORCING TO EXTEND 24: MIN. EACH SIDE OF RAMP. 8. SIGNS &SAFETY EQUIPMENT SHALL BE INSTALLED N ACCORDANCE WITH LOCAL CODES. LOS
#3 BARS 0 12 O.C. TRANSITION WALL BOND BEAM HORIZONTAL BARS MAY HORIZONTAL STEEL "''
TO FLOOR STEEL AND THICKNESS. BE OVER OR UNDER VERTICAL BARS. TRANSITION WALL 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR B. IN THE COUNTY OF LOS AVNGD ES, BARRIERS REQUIRED 8Y CHAPTER 11.50 OF THE LOS
#3 BARS 0 12' O.0 ASSISTIVE DEVICES FOR THE DISABLED. ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED.
TYPICAL INCLUDING ALL SPECIAL DETAILS. TO FLOOR STEEL AND THICKNESS. ASSISTIVE
OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE THESE BARRIER REQUIRnOTS SHALL BE ATTACHED TO THE SWIMMING POOL SITE PLAN.
C. N THE COUNTY OF VENTURA, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH
STANDARD WALL SECTION 1 NO DECK SECTION EXPANSIVE SOIL (62.4 PCF) ELECTRICAL AND PLUMBING I VENTURA COUNTY BUILDN CODE (1998) ARTICLE 3, CHAPTER 41, SECTION 41.6.
OR HIGHLY EXPANSIVE SOIL EXPANSION INDEX UP To 130 2 SHALLOW/DEEP END RAMP 3 1. ALL ELECTRICAL SHALL BE N CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE
D. IN THE CITY OF SAN DIEGO,PROTECTIVE BARRIERS ARE REWIRED IN CONFORMANCE WITH THE
CALIFORNIA ELECTRICAL CODE SECTION 680. CITY OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS N DIVISION 84. ALL DOORS
DECKING. MINIMUM TYPICAL REBAR INSTALLATION DIAGRAM 2 STORY WOOD I 'W (S -O" MIN.) 2 ANY METAL WITHIN 5' OF POOL EDGE MUST BE BONDED PER THE LATEST ADOPTED EDITION PROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL SHALL BE EQUIPPED
1��,-- , EQUIVALENT FLUID PRESSURE OF THE CALIFORNIA ELECTRICAL CODE WITH AN EXIT ALARM AND A SELF-CLOSING, SELF -LATCHING DEVICE WITH A RELEASE
WIDTH PER LOCAL INCLUDING ALL POOL ENGINEERING, INC. DETAILS FRAME BUILDING TABLE NO. 5 = 45 P.C.F 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. MECHANISM PLACED NO LOW THAN 54' ABOVE THE FLOOR.
EXP. JOINT & SEALANT
1000 #/FOOT MAX 4 ALL E IN THE COUNTY OF SAN BERNADINO PROTECTIVE B
EQUIPMENT SHALL SE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN
ACCORDANCE WITH LOCAL REGULATIONS.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL 13E DISPOSED OF IN AN APPROVED MANNER.
7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CALFONIA
PLUMBING CODE SECTION 1210.1.
8, CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CAUFORMA HEALTH &
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
STRUCTURAL NOTES
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED
AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 907. COMPACT FILL
THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40
FOR 13 BARS ARID 14 BARS. SPLICES TO BE LAPPED 24' MIN. MINIMUM CLEARANCE
BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) 04 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) 13 BARS, WITH THE
EXCEPTION THAT IF /4 BARS ARE USED FOR THE BASK: GRID, THE MAXIMUM SPACING
IS 14 BARS AT 18" O.C..
4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF
THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT
IN THE POOL STRUCTURE
5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) OF
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO 13E IN CONFORMANCE WITH 1HE LATEST EDITION OF THE CBC
SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28
DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS
OF WATER PER SACK OF CEMENT.
ARRIERS ARE REQUIRED IN COMFORMANCE
WTH SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL
ENCLOSURE STANDARD PROCEDURE
CITY OF LOS ANGELES SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE N THE CITY OF LOS ANGELES.
1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF 91.31B DIV I
AND P/8C 2001-14.
2 MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PSI.
COUNTY OF LOS ANGELES SPECIAL NOTES
IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SAFETYAAND DEVELOPMENT DIVISION NOTES TIM BARRIERS FOR SWIMMING POOL, SPAS, AND
HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN.
CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC)
VENTURA COUNTY SPECIAL NOTES'
THESE NOTES ARE ONLY APPLICABLE N VENTURA COUNTY.
1. DECK TO BE REINFORCED WITH /3 BARS 0 24' O.C. EACH WAY.
A. DECK BONDING WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR
NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH
THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH
THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH
AS POOL SURES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22
2 15' DEEP PERIMETER FOOTING IS REQUIRED.
3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' WIDE DECK IS INSTALLED.
4. MINIMUM DECK WIDTH IS V UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT
PROPORTIONAL TO THE REDUCTION IN DECK WIDTH.
5. WHEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18' MINIMUM
#i BARS 0 12 O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL SEE ' ��'p
7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDR10N OF THE CBC STD 19-1, ASTM 150.62 DEPTH IN REOU�•
`� MAIN DRAIN(S) AT LOW POINT. (STEEL • 1 � 6. JOINTS N DECKS &COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
Q TABLE NO. 5. 8. USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2% SULFATE CONTENT AND RESILIENT SEALANT.
to BASKET IS NOT REQUIRED.) MAIN DRAIN PIPET I AS DIRECTED BY LOCAL BUILDING CODES CBC.
zGUNITE REINFORCEMENT INSTALLATION INSTRUCTIONS / 7. SURFACE WATER FROM POOL DECKS SHALL BE COILECIED & CONDUCTED THROUGH NON-EROSIVE
Q SHALL NOT ENCROACH INTO REQUIREMENT
SHELL II 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS DEVICES TO A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA.
gF UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE 'D' OR 'H'
rn FOR DUAL MAIN DRAIN REQUIREMENT SEE - - 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF SIUCA PLASTER. & WHEREVER EGRESS FROM A POOL IS RESTRICTED BY THE PRESENCE OF A VERTICAL WALL OR
ELECTRICAL AND PLUMBING NOTE 8. SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL Tcl
BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED #3 BARS 0 12' O.C. � •--"Irl OWNEROTHER BARRIER WHICH EXTENDS MORE THAN 12" ABOVE THE WATER SURFACE AT THE POOL EDGE,PERMANENT CONTINUOUS GRAB BARS, HANDRAILS, OR OTHER APPROVED EQUIVALENT DEVICES
INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM <<' 24 MIN. 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. SHALL BE INSTALLED WITHIN B A THE WATER SURFACE. SUCH DEVICES SHALL EN .CAPABLE
LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED TRANSITION WALL TO FLOOR 2. DO NOT TURN ON LIGHT MEN POOL IS EMPTY. OF BEING SECURELY GRASPED, AND SHALL TE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL STEEL AND THICKNESS 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE MASTER). OF THE POOL PER GRAS C, A BECTON 4126.
TYPICAL LONGITUDINAL SECTION KBUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT�- S•_8. 9' & LARGER BOND BEAM PER TABLE 2' , 2• BOND BEAM PER PROVIDE ADEQUATE DRAINAGE BRICK OR PRECAST
NO. 1 & DETAIL #12 4'-0' MIN. TABLE NO. 1 & BEHIND POOL WALL CONCRETE COPING. NOTE:
LEVEL TOP OUNITE 3RD AND OR
`'ILII W GROUT PLACE DETAIL #12, #3 BAR 0 24' O.C. ;., EXPANSION JOINT & 9 1/2" z 4TH BAR/
�I a / GROUT ALL CELLS to 12" }-•, BY THE USE OF THIS PLAN
SEALANT REQ D. TO MATCH V LOCATION MAY
(2) r #15 FELT OR 4 MIL DECKING ELECTRICAL - - .,- VARY To THE USER ACKNOWLEDGES
BARS. BAR VISQUEEN ON TOP. J' BOX. - _ Il�ir FOR. EXPANSIVE SOILS. COPING a
5 1/2' COPING 8" MIN. ABOVE DECK, WATER 11�� II II IF PER DETAIL y PROVIDE THAT HE HAS READ AND
X BARS fl - - - 0 1 T �•
a o 1' MIN. z -I 11-I I° I I. "� 3 C 2 1 CLR.
#3 BARS a - CER. 13 BARS UNE OR FLOOD LINE WHICH
0 12' O.C. SPA LIGHT o C 12' O.C. `" AROUND Y 12' O.C. EVER IS GREATER. ( m , F- z I I (1) #3 �_- BETWEEN
1 EA. WAY. HORIZ. STEEL 0 4, DECKING. 11- A d , BARS !
EACH WAY. 3' ALL PIPES. EA. WAY. ISI I `, SKIMMER V" - - III 1 a r BAR. `c - _ I ! DEPT.
CIES• 4 ?RD® 1 Nm v i
o TLE NLC4 RM
EQ. EQ. IF I
WATER WATER I I COVER. VVV I I II I Imo- �I I I I I I I�I-I I I I DTI I ; N 6• BLOCK BOND BEAM PER TABLE
a VV I T SII I 4Nw fm=1500 psi I I N0. 1.. W R AN
REINFORCING PER UNE. UNE. (3) #3 BARS
6' V � I- I I BOND BEAM d `J
DETAIL #10. NOT Y4• �� ' t- 3' CER. #3 BARS 012" O.0 CED
REQUIRED IF 6' MN. MIN LAP ° BEND BOND ��� �I I MAY BE 0 3 I III E --PLASTER CO D SED
5" MIN. -� BEAM UNDER ��� a P . z +0' ALSO. lC 'L` - I 3' CUR. THOUT THEIR WRITTEN
CLEAR PROVIDED. co WATER VERTICAL �� i
w LINE. STEEL W/ I BOND BEAM 8"
24' MIN. LAP AROUND ALL SKIMMER. �' - � \ TYP PRECAST COPING HEAT .
NOTE: INTO SPA = z�` --- ° VERT. STEEL 12" MIN. PER TABLE OR BRICK
PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED IN II OR POOL #3 BARS ,=I II (2) J3 7 BARS III I SEE TABLE EMBED. NO. 1 &
'1 I� I � ����\ \ r _ \ LENS E N0. 11. t DTL 12. (2) #3 BARS
SPA FLOOR &ONE LOCATED ON SIDE OF SPA SEAT 3' - � 0 12b.C. -� - � � 1 �- I 18 COPPER �S � g' � -
ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY I EA. WAY. II I SECTION AT SKIMMER GROUND WIRE
CODE. SEE ELECTRICAL AND PLUMBING NOTE 8 i I STEL #3AL BEND I ROCK NOTE ;
24" N.E.C. L / INDICATES 44' MIN. TRANSITION WALL BARS 0 VERT. STEEL -� VENEER. BOND BEAM HORIZONTAL BARS MAY
/I COR C.E.C.ON® TO FLOOR STEEL AND THICKNESS. 12' O.C. 45' OR 90', BE OVER OR UNDER VERTICAL BARS.
SPA DETAILS SPA DETAILS MAY BE USED 7 POOL Z MIN. APPROVED CONDUIT LL. 1 F -TLE
FOR SPAS WITHOUT POOLS. LAP TABLE NO. 11: BOND BEAM -!'%\` / �Q` ON J c
a (2) #3 5' RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE E -PLASTER
BARS EACH ROCK OR QL p C
BUILDING CODE.
W=4'-0'
W=5'-0'
W=6'-0'
(FOR DETAILED INSTRUCTIONS, SEE
REINFORCEMENT INSTALLATION INSTRUCTIONS WATER SURFACE
AT THE BOTTOM OF THIS DETAIL) APPROX. 3' BELOW
BOND BEAM.
PER DTL 8 RECOMMENDED
(REQ'D W/ EXPANSIVE SOILS)
COPING
z m
t VERTICAL
STEEL
t VERTICAL
STEEL
ao
o
51� #3 0 12
5'/4" #3 0 12
COPING
2,6.
514• -
6%* "
NO R.B.B.
o
°
3
5%"
DRAIN
1 I I I II II i
C o
5%* #3 0 6"
51or "
5 t�• »
4'0'
6'
51%* "
5 %" #3 0 6'
514• #3 0 6"
4'6"
61C #3 0 4"
6' #3 0 4"
6'
oLa
z
7"
61X"
I I1
1711
6", #3 04-
4"5'6'
5-6-
71% »
7» K
a
a
Pn
o
00
9 3
m
BASIC GRID I-
#3 BARS 0 12' O.0 BENCHES & STEPS
NOT A PART OF 1 J
��
11 1= I I
-I
a
F
C3
6'6" 81� #3 0 3"
L 1
�o
io
7,-,' "
7'0"
Q
z
POOL STRUCTURE
J
DECK DRAINS
w
w
7'6'
9"
81�• "
_
8"
8'0*
I r
.
RECOMMENDED. 51/2'
8 t�
8. "
8.6»
9 %- «
9.
8 �� «
8- «
6-0
PER TABLE
BOND BEAM MIN.
03"
-+
03"
>
HIGHLY
ORDE
t
51�"
rn N0. 1.
PER TABLE NO. 1
&DETAIL 12.
7"
8"
UNDER
��,�
i
12"
21
�:
(EXPANSIVE I-
#3
#3
WATER
�P
#3
#3
#3
�• - ADD #3 012' O.C. LONGITUDINAL
SOIL) I�
#4
62.4 P.C.F.
LIGHT PER
012"
012"
06"
06'
5' 0 TRANSITION FOR EXP. -SMS. -
'Y SEE I
03 "
O
DETAIL #10.
03"
y
TABLE
-
NO. 5.
10
1 -I I
I
FLOOR - 6' THICK MIN. REINFORCED GUNITE W/
I v
QP�\w�
EQUIPMENT SHALL SE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN
ACCORDANCE WITH LOCAL REGULATIONS.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL 13E DISPOSED OF IN AN APPROVED MANNER.
7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CALFONIA
PLUMBING CODE SECTION 1210.1.
8, CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CAUFORMA HEALTH &
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
STRUCTURAL NOTES
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED
AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 907. COMPACT FILL
THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40
FOR 13 BARS ARID 14 BARS. SPLICES TO BE LAPPED 24' MIN. MINIMUM CLEARANCE
BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) 04 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) 13 BARS, WITH THE
EXCEPTION THAT IF /4 BARS ARE USED FOR THE BASK: GRID, THE MAXIMUM SPACING
IS 14 BARS AT 18" O.C..
4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF
THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT
IN THE POOL STRUCTURE
5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) OF
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO 13E IN CONFORMANCE WITH 1HE LATEST EDITION OF THE CBC
SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28
DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS
OF WATER PER SACK OF CEMENT.
ARRIERS ARE REQUIRED IN COMFORMANCE
WTH SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL
ENCLOSURE STANDARD PROCEDURE
CITY OF LOS ANGELES SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE N THE CITY OF LOS ANGELES.
1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF 91.31B DIV I
AND P/8C 2001-14.
2 MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PSI.
COUNTY OF LOS ANGELES SPECIAL NOTES
IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SAFETYAAND DEVELOPMENT DIVISION NOTES TIM BARRIERS FOR SWIMMING POOL, SPAS, AND
HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN.
CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC)
VENTURA COUNTY SPECIAL NOTES'
THESE NOTES ARE ONLY APPLICABLE N VENTURA COUNTY.
1. DECK TO BE REINFORCED WITH /3 BARS 0 24' O.C. EACH WAY.
A. DECK BONDING WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR
NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH
THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH
THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH
AS POOL SURES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22
2 15' DEEP PERIMETER FOOTING IS REQUIRED.
3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' WIDE DECK IS INSTALLED.
4. MINIMUM DECK WIDTH IS V UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT
PROPORTIONAL TO THE REDUCTION IN DECK WIDTH.
5. WHEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18' MINIMUM
#i BARS 0 12 O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL SEE ' ��'p
7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDR10N OF THE CBC STD 19-1, ASTM 150.62 DEPTH IN REOU�•
`� MAIN DRAIN(S) AT LOW POINT. (STEEL • 1 � 6. JOINTS N DECKS &COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
Q TABLE NO. 5. 8. USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2% SULFATE CONTENT AND RESILIENT SEALANT.
to BASKET IS NOT REQUIRED.) MAIN DRAIN PIPET I AS DIRECTED BY LOCAL BUILDING CODES CBC.
zGUNITE REINFORCEMENT INSTALLATION INSTRUCTIONS / 7. SURFACE WATER FROM POOL DECKS SHALL BE COILECIED & CONDUCTED THROUGH NON-EROSIVE
Q SHALL NOT ENCROACH INTO REQUIREMENT
SHELL II 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS DEVICES TO A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA.
gF UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE 'D' OR 'H'
rn FOR DUAL MAIN DRAIN REQUIREMENT SEE - - 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF SIUCA PLASTER. & WHEREVER EGRESS FROM A POOL IS RESTRICTED BY THE PRESENCE OF A VERTICAL WALL OR
ELECTRICAL AND PLUMBING NOTE 8. SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL Tcl
BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED #3 BARS 0 12' O.C. � •--"Irl OWNEROTHER BARRIER WHICH EXTENDS MORE THAN 12" ABOVE THE WATER SURFACE AT THE POOL EDGE,PERMANENT CONTINUOUS GRAB BARS, HANDRAILS, OR OTHER APPROVED EQUIVALENT DEVICES
INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM <<' 24 MIN. 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. SHALL BE INSTALLED WITHIN B A THE WATER SURFACE. SUCH DEVICES SHALL EN .CAPABLE
LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED TRANSITION WALL TO FLOOR 2. DO NOT TURN ON LIGHT MEN POOL IS EMPTY. OF BEING SECURELY GRASPED, AND SHALL TE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL STEEL AND THICKNESS 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE MASTER). OF THE POOL PER GRAS C, A BECTON 4126.
TYPICAL LONGITUDINAL SECTION KBUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT�- S•_8. 9' & LARGER BOND BEAM PER TABLE 2' , 2• BOND BEAM PER PROVIDE ADEQUATE DRAINAGE BRICK OR PRECAST
NO. 1 & DETAIL #12 4'-0' MIN. TABLE NO. 1 & BEHIND POOL WALL CONCRETE COPING. NOTE:
LEVEL TOP OUNITE 3RD AND OR
`'ILII W GROUT PLACE DETAIL #12, #3 BAR 0 24' O.C. ;., EXPANSION JOINT & 9 1/2" z 4TH BAR/
�I a / GROUT ALL CELLS to 12" }-•, BY THE USE OF THIS PLAN
SEALANT REQ D. TO MATCH V LOCATION MAY
(2) r #15 FELT OR 4 MIL DECKING ELECTRICAL - - .,- VARY To THE USER ACKNOWLEDGES
BARS. BAR VISQUEEN ON TOP. J' BOX. - _ Il�ir FOR. EXPANSIVE SOILS. COPING a
5 1/2' COPING 8" MIN. ABOVE DECK, WATER 11�� II II IF PER DETAIL y PROVIDE THAT HE HAS READ AND
X BARS fl - - - 0 1 T �•
a o 1' MIN. z -I 11-I I° I I. "� 3 C 2 1 CLR.
#3 BARS a - CER. 13 BARS UNE OR FLOOD LINE WHICH
0 12' O.C. SPA LIGHT o C 12' O.C. `" AROUND Y 12' O.C. EVER IS GREATER. ( m , F- z I I (1) #3 �_- BETWEEN
1 EA. WAY. HORIZ. STEEL 0 4, DECKING. 11- A d , BARS !
EACH WAY. 3' ALL PIPES. EA. WAY. ISI I `, SKIMMER V" - - III 1 a r BAR. `c - _ I ! DEPT.
CIES• 4 ?RD® 1 Nm v i
o TLE NLC4 RM
EQ. EQ. IF I
WATER WATER I I COVER. VVV I I II I Imo- �I I I I I I I�I-I I I I DTI I ; N 6• BLOCK BOND BEAM PER TABLE
a VV I T SII I 4Nw fm=1500 psi I I N0. 1.. W R AN
REINFORCING PER UNE. UNE. (3) #3 BARS
6' V � I- I I BOND BEAM d `J
DETAIL #10. NOT Y4• �� ' t- 3' CER. #3 BARS 012" O.0 CED
REQUIRED IF 6' MN. MIN LAP ° BEND BOND ��� �I I MAY BE 0 3 I III E --PLASTER CO D SED
5" MIN. -� BEAM UNDER ��� a P . z +0' ALSO. lC 'L` - I 3' CUR. THOUT THEIR WRITTEN
CLEAR PROVIDED. co WATER VERTICAL �� i
w LINE. STEEL W/ I BOND BEAM 8"
24' MIN. LAP AROUND ALL SKIMMER. �' - � \ TYP PRECAST COPING HEAT .
NOTE: INTO SPA = z�` --- ° VERT. STEEL 12" MIN. PER TABLE OR BRICK
PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED IN II OR POOL #3 BARS ,=I II (2) J3 7 BARS III I SEE TABLE EMBED. NO. 1 &
'1 I� I � ����\ \ r _ \ LENS E N0. 11. t DTL 12. (2) #3 BARS
SPA FLOOR &ONE LOCATED ON SIDE OF SPA SEAT 3' - � 0 12b.C. -� - � � 1 �- I 18 COPPER �S � g' � -
ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY I EA. WAY. II I SECTION AT SKIMMER GROUND WIRE
CODE. SEE ELECTRICAL AND PLUMBING NOTE 8 i I STEL #3AL BEND I ROCK NOTE ;
24" N.E.C. L / INDICATES 44' MIN. TRANSITION WALL BARS 0 VERT. STEEL -� VENEER. BOND BEAM HORIZONTAL BARS MAY
/I COR C.E.C.ON® TO FLOOR STEEL AND THICKNESS. 12' O.C. 45' OR 90', BE OVER OR UNDER VERTICAL BARS.
SPA DETAILS SPA DETAILS MAY BE USED 7 POOL Z MIN. APPROVED CONDUIT LL. 1 F -TLE
FOR SPAS WITHOUT POOLS. LAP TABLE NO. 11: BOND BEAM -!'%\` / �Q` ON J c
a (2) #3 5' RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE E -PLASTER
BARS EACH ROCK OR QL p C
W-3'-0"
W=4'-0'
W=5'-0'
W=6'-0'
D
t VERTICAL
STEEL
t VERTICAL
STEEL
t VERTICAL
STEEL
t VERTICAL
STEEL
2'0".
5%" #3 0 12
51� #3 0 12
5'/4" #3 0 12
5'� #3 0 12
2,6.
514• -
6%* "
54*
51/++ »
3'0"
514"
5%"
5 It'
5
3'6" 5 %' #3 0 6"
5%* #3 0 6"
51or "
5 t�• »
4'0'
6'
51%* "
5 %" #3 0 6'
514• #3 0 6"
4'6"
61C #3 0 4"
6' #3 0 4"
6'
6" "
5'0'
7"
61X"
6" #3 04-
6", #3 04-
4"5'6'
5-6-
71% »
7» K
6 t!"
61� "
6'0»
8» »
71C "
7»
7. »
6'6" 81� #3 0 3"
7 %* #3 0 3"
7%" #3 0 3'
7,-,' "
7'0"
9"
8' "
8
71,4" #3 0 3"
7'6'
9"
81�• "
8'
8"
8'0*
91�"
9. "
8 t�
8. "
8.6»
9 %- «
9.
8 �� «
8- «
EQUIPMENT SHALL SE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN
ACCORDANCE WITH LOCAL REGULATIONS.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL 13E DISPOSED OF IN AN APPROVED MANNER.
7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CALFONIA
PLUMBING CODE SECTION 1210.1.
8, CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CAUFORMA HEALTH &
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
STRUCTURAL NOTES
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED
AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 907. COMPACT FILL
THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40
FOR 13 BARS ARID 14 BARS. SPLICES TO BE LAPPED 24' MIN. MINIMUM CLEARANCE
BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) 04 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) 13 BARS, WITH THE
EXCEPTION THAT IF /4 BARS ARE USED FOR THE BASK: GRID, THE MAXIMUM SPACING
IS 14 BARS AT 18" O.C..
4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF
THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT
IN THE POOL STRUCTURE
5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) OF
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO 13E IN CONFORMANCE WITH 1HE LATEST EDITION OF THE CBC
SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28
DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS
OF WATER PER SACK OF CEMENT.
ARRIERS ARE REQUIRED IN COMFORMANCE
WTH SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL
ENCLOSURE STANDARD PROCEDURE
CITY OF LOS ANGELES SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE N THE CITY OF LOS ANGELES.
1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF 91.31B DIV I
AND P/8C 2001-14.
2 MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PSI.
COUNTY OF LOS ANGELES SPECIAL NOTES
IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SAFETYAAND DEVELOPMENT DIVISION NOTES TIM BARRIERS FOR SWIMMING POOL, SPAS, AND
HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN.
CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC)
VENTURA COUNTY SPECIAL NOTES'
THESE NOTES ARE ONLY APPLICABLE N VENTURA COUNTY.
1. DECK TO BE REINFORCED WITH /3 BARS 0 24' O.C. EACH WAY.
A. DECK BONDING WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR
NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH
THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH
THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH
AS POOL SURES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22
2 15' DEEP PERIMETER FOOTING IS REQUIRED.
3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' WIDE DECK IS INSTALLED.
4. MINIMUM DECK WIDTH IS V UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT
PROPORTIONAL TO THE REDUCTION IN DECK WIDTH.
5. WHEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18' MINIMUM
#i BARS 0 12 O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL SEE ' ��'p
7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDR10N OF THE CBC STD 19-1, ASTM 150.62 DEPTH IN REOU�•
`� MAIN DRAIN(S) AT LOW POINT. (STEEL • 1 � 6. JOINTS N DECKS &COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
Q TABLE NO. 5. 8. USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2% SULFATE CONTENT AND RESILIENT SEALANT.
to BASKET IS NOT REQUIRED.) MAIN DRAIN PIPET I AS DIRECTED BY LOCAL BUILDING CODES CBC.
zGUNITE REINFORCEMENT INSTALLATION INSTRUCTIONS / 7. SURFACE WATER FROM POOL DECKS SHALL BE COILECIED & CONDUCTED THROUGH NON-EROSIVE
Q SHALL NOT ENCROACH INTO REQUIREMENT
SHELL II 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS DEVICES TO A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA.
gF UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE 'D' OR 'H'
rn FOR DUAL MAIN DRAIN REQUIREMENT SEE - - 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF SIUCA PLASTER. & WHEREVER EGRESS FROM A POOL IS RESTRICTED BY THE PRESENCE OF A VERTICAL WALL OR
ELECTRICAL AND PLUMBING NOTE 8. SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL Tcl
BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED #3 BARS 0 12' O.C. � •--"Irl OWNEROTHER BARRIER WHICH EXTENDS MORE THAN 12" ABOVE THE WATER SURFACE AT THE POOL EDGE,PERMANENT CONTINUOUS GRAB BARS, HANDRAILS, OR OTHER APPROVED EQUIVALENT DEVICES
INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM <<' 24 MIN. 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. SHALL BE INSTALLED WITHIN B A THE WATER SURFACE. SUCH DEVICES SHALL EN .CAPABLE
LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED TRANSITION WALL TO FLOOR 2. DO NOT TURN ON LIGHT MEN POOL IS EMPTY. OF BEING SECURELY GRASPED, AND SHALL TE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL STEEL AND THICKNESS 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE MASTER). OF THE POOL PER GRAS C, A BECTON 4126.
TYPICAL LONGITUDINAL SECTION KBUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT�- S•_8. 9' & LARGER BOND BEAM PER TABLE 2' , 2• BOND BEAM PER PROVIDE ADEQUATE DRAINAGE BRICK OR PRECAST
NO. 1 & DETAIL #12 4'-0' MIN. TABLE NO. 1 & BEHIND POOL WALL CONCRETE COPING. NOTE:
LEVEL TOP OUNITE 3RD AND OR
`'ILII W GROUT PLACE DETAIL #12, #3 BAR 0 24' O.C. ;., EXPANSION JOINT & 9 1/2" z 4TH BAR/
�I a / GROUT ALL CELLS to 12" }-•, BY THE USE OF THIS PLAN
SEALANT REQ D. TO MATCH V LOCATION MAY
(2) r #15 FELT OR 4 MIL DECKING ELECTRICAL - - .,- VARY To THE USER ACKNOWLEDGES
BARS. BAR VISQUEEN ON TOP. J' BOX. - _ Il�ir FOR. EXPANSIVE SOILS. COPING a
5 1/2' COPING 8" MIN. ABOVE DECK, WATER 11�� II II IF PER DETAIL y PROVIDE THAT HE HAS READ AND
X BARS fl - - - 0 1 T �•
a o 1' MIN. z -I 11-I I° I I. "� 3 C 2 1 CLR.
#3 BARS a - CER. 13 BARS UNE OR FLOOD LINE WHICH
0 12' O.C. SPA LIGHT o C 12' O.C. `" AROUND Y 12' O.C. EVER IS GREATER. ( m , F- z I I (1) #3 �_- BETWEEN
1 EA. WAY. HORIZ. STEEL 0 4, DECKING. 11- A d , BARS !
EACH WAY. 3' ALL PIPES. EA. WAY. ISI I `, SKIMMER V" - - III 1 a r BAR. `c - _ I ! DEPT.
CIES• 4 ?RD® 1 Nm v i
o TLE NLC4 RM
EQ. EQ. IF I
WATER WATER I I COVER. VVV I I II I Imo- �I I I I I I I�I-I I I I DTI I ; N 6• BLOCK BOND BEAM PER TABLE
a VV I T SII I 4Nw fm=1500 psi I I N0. 1.. W R AN
REINFORCING PER UNE. UNE. (3) #3 BARS
6' V � I- I I BOND BEAM d `J
DETAIL #10. NOT Y4• �� ' t- 3' CER. #3 BARS 012" O.0 CED
REQUIRED IF 6' MN. MIN LAP ° BEND BOND ��� �I I MAY BE 0 3 I III E --PLASTER CO D SED
5" MIN. -� BEAM UNDER ��� a P . z +0' ALSO. lC 'L` - I 3' CUR. THOUT THEIR WRITTEN
CLEAR PROVIDED. co WATER VERTICAL �� i
w LINE. STEEL W/ I BOND BEAM 8"
24' MIN. LAP AROUND ALL SKIMMER. �' - � \ TYP PRECAST COPING HEAT .
NOTE: INTO SPA = z�` --- ° VERT. STEEL 12" MIN. PER TABLE OR BRICK
PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED IN II OR POOL #3 BARS ,=I II (2) J3 7 BARS III I SEE TABLE EMBED. NO. 1 &
'1 I� I � ����\ \ r _ \ LENS E N0. 11. t DTL 12. (2) #3 BARS
SPA FLOOR &ONE LOCATED ON SIDE OF SPA SEAT 3' - � 0 12b.C. -� - � � 1 �- I 18 COPPER �S � g' � -
ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY I EA. WAY. II I SECTION AT SKIMMER GROUND WIRE
CODE. SEE ELECTRICAL AND PLUMBING NOTE 8 i I STEL #3AL BEND I ROCK NOTE ;
24" N.E.C. L / INDICATES 44' MIN. TRANSITION WALL BARS 0 VERT. STEEL -� VENEER. BOND BEAM HORIZONTAL BARS MAY
/I COR C.E.C.ON® TO FLOOR STEEL AND THICKNESS. 12' O.C. 45' OR 90', BE OVER OR UNDER VERTICAL BARS.
SPA DETAILS SPA DETAILS MAY BE USED 7 POOL Z MIN. APPROVED CONDUIT LL. 1 F -TLE
FOR SPAS WITHOUT POOLS. LAP TABLE NO. 11: BOND BEAM -!'%\` / �Q` ON J c
a (2) #3 5' RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE E -PLASTER
BARS EACH ROCK OR QL p C
TOTAL HEIGHT - H
CITY OF
4'-0' MIN. IMPERVIOUS DECK
4'
5'
- - -LIGHT.
�-
WAY AROUND MIN.
1 9'
LOS ANGELES
11'
EDN EYPANSIVE SOILt
51�
6"
NICHE 3'
6"
6" MIN.
DEEP REQUIRED SLOPE 1/8'-i/4' PER FOOT IZ�
APPROVED SEALANT
1/2' MIN DEPTH
NOTE: DRAIN ]I
d:
- WLII 11_
111=1 °
a
11
IEEE
�,
<
31 2
a
L_II
EXPANSION JOINTS
REQUIRED IN DECK I
#3
II I
��
(3) #.3 BARS.
NOTES
1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE
TO BRASS CONDUIT TO POOL REBAR, OR
#3
W - J
N
r
' I I I 1 „
SATURATION
016-0, O.C. & I
I I
d
012"
NON-METALLIC
CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER
N
g
•
M Cr N
� o
_ -
I , RECOMMENDED PRIOR
TO
0 CORNERS I I-II
REMAINDER OF JOINT I 1
HI
°
I
e
CUR._ M
5' MIN. :
iMRE INTERIOR W APPROVED POTTING COMPOUND
PER THE N.E.C.OR C.E.C.
s
W
POURING DECK.
�- -
IN STYROFOAM OR OTHER ( 11-1 IH
EXP. MATERIAL
TYPICAL3'
(CAL
2 SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH
9"
10"
RECOMMENDED
CONCRETE SHALL NOT TOUCH
111
PLAN
PLAN AT SKIMMER
APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS
#3
VENTURA COUNTY
g' FOR EXPANSIVE SOILS.
COPING OR BOND BEAM.
#3
#3
#3
FOR LIGHTING FIXTURES U.L STANDARD 676.
#3
15' DEEP REQ.
45 P.C.F.
STEEL
2"
012"
2
06"
TOTAL HEIGHT - H
2'
3'
4'
5'
1 6'
7'
8'
1 9'
1 10'
11'
EDN EYPANSIVE SOILt
51�
6"
6"
6"
61/C
8"
91/"
11"
12"
12"
E.F.P. =
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#3
#3
#3
30 P.C.F.
STEEL
012"
012"912
06"
06"
06"
06"
06"
06"
EXPANSIVE S
E Al
t
5%_
6"
6"
7"
8"
9"
10"
1
11"C
111
E.F.P. = I
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#3
#3
#3
45 P.C.F.
STEEL
2"
012"
2
06"
04"
04"
03"
03"
03"
03"
03-
HIGHLY
ORDE
t
51�"
6"
6"
7"
8"
9"
01
11"
12"
21
E.F.P. =
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#4
#4
#4
62.4 P.C.F.
STEEL
012"
012"
06"
06'
04"
03 "
03 "
04'
03"
03"
No. 1. BRICK NOTCH $
ALLOW 20001b. MAX LIVE & DEAD 0.588
OPTIONAL WOOD POST FOR 7 2
ATTACHED PATIO STRUCTUR�-r_- (p f
OR I I LEVEL TOP OF BOND
ROCK ON BOND BEAM.. i I BEAM WITH GROUT &CIF
GALV. SIMPSON POST BASE-�-1 PLACE 151 FELT OR
BOND PER ELECTRICAL 1 1 4 MIL VISQUEEN ON
& PLUMBING NOTE 2 ` �JI U TOP OF BOND BEAM.
MASTIC PLAN VALID ONLY IMTH WET
II I u CANTILEVER STAMP & ENGINEER'S SIGNATURE
31/2• MIN' e <_1111 CONCRETE IN RED INK ON PLAN.
CONCRETE DECKING.
STANDARD POOL STRUCTURAL PLAN
N EXPANSIVE SOILS WHERE MIN DECKSEE VENTURA CO. MN DECK SIDS
EXPANSIVE SOIL DETAILS IREQMTS ARE NOT MET USE DET. 12. IN NOTES SECT FOR DECK REQMTS.
8
SKIMMER DETAIL
9
SECTION AT LIGHT
noRAISED
BOND BEAM
L11
BOND BEAM DETAILS
12
AUTHORIZED SIGNATURES:
RONALD L LACHER, P.E.
AARON J COWEN, P.E.
TODD L LACHER. P.E.
STANDARD \ PLAN APPROVALS: SAN BERNARDINO: #04-00042-225A-01 KERN COUNTY: #213
m -CITY OF LOS ANGELES: #268 ORANGE COUNTY: #SP -97-001 CITY OF FRESNO: P-00-01 -REEL'S SUPPLEMENTAL NOTES
CITY OF ONTARIO: APPROVED
STANDARD POOL
pool Ron Lacher, R.C.E.
1201 N. Tustin Ave.
;
FOR 97 UBC RIVERSIDE COUNTY: #342375 FRESNO COUNTY: REEL'S SUPPLEMENTAL NOTES
SAN DIEGO: MP #92. LOS ANGELES COUNTY- #26077 " CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE
engineering
Anaheim; California 92807"
SIMI VALLEY SPI REQ'S SIMI VALLEY NOTES ATTACHMENT VENTURA COUNTY: #6-99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTS
STRUCTURAL PLAN
inc. Fax: (714) 630-6114
SANTA CLARITA: #300 REEL'S SUPPLEMENTAL NOTES CITY OF BEVERLY HILLS: #13 CONSTRUCTION TO BE PER 2001 C.B.0 AND BEVERLY HILLS MUNICIPAL CODE ARTICLE 8
Phone: (714) 630-6100
STANDARD POOL STRUCTURAL PLAN