0011-207 (SFD)LICENSED CONTRACTOR DECLARATION
I hereby 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
Pr ;,assionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
71413 13!� 1(Jl31 f�F
` a f('
Date �i.r�°!!• r. Signature of Contractor �,/,JI,�' / �/z.
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.
( ) I 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 . 0OL�►EN. MOLE MS. Policy No, 2d�3tu'- U�� d12
(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 provisions of Section'. 3700 the Labor
Code, I shall forthwith comply with those provisions. r
Date: Applicant—
Warning:
PPlicant tF. i
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 comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes.
) .^ i
Signature (Owner/Agent) " l' �� L l f --�J% Date L i - ' (/ t, -'
BUILDING PERMIT PERMIT
DATE VALUATION LOT c1ci1.`a TRACT
JOB SITE I APN
ADDRESS 79-.%W 2PASUCD Dm+µ + RXY -061AW
OWNER CONTRACTOR / DESIGNER / ENGINEER
`L"td1"lURY CEkCiWLL COMMUNr
1533:5 ±ko. -t' mikr', a1o., o2oo
BAN HOWAR DING Clot. 92408
USE OF PERMIT
Cl`ix FAMLY DMIML?NC~i
1535 30, %P M717r; FIM 4200
HAM B1s�. WARD1:F10 CA 42408
(909)381600' (w'W , I 2
SIVI) - L,07 66 PLAN sRr PUNIT riO..&S NOT IINCLtiDE rl icalt
WA1.l fl`'OCIUAPPRO,fkt"H DRIVtIEWA`ir
TRACTCONSTRUCTION .1. 718.00 S
PORCHIPA.'i10
49.00 SF
c' ARAiiWARPORT
EFrUdS.M %•09f Or, CONN JL 310
10 f,547 '
PIMMF- RIX 19113"I LdiP88V e7,:
C:ONSTUC' ION M
101.000-419.0
SbCM50
PLAN CHECK FRE
8918.0s
HIMMANICAL F// 9.
1103.:0�,��..�21�-000
3411.00
C�L 4791
F,I.�L:+1. R.X(9
101-600-4.i,e3 00
$107.53
.
76L1Tt BING FER
101 *( 00-419.000
$12.0,m
S'TR:ONQ MOTION -PR i; - R. 11)
101 -000-241 -WO
$10.75
.01ADINO FR
YCil �0(3t7.4 .4X13(3(9
+.fj f
1~rEVUDPER 11MT+&CT .FEE
$1,407.00
SUB-' OTAY:, C' ONST.1 U MON A1) PLA1'd C1F3FX X" $3,436.61
1=9 PRE -PAID FEW31 $0.00
TOTAL PERMn M—R 1DUE NOW $3^36m
m
RECEIPT I DATE / J I BY / I DATE FINALED
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
122$
Underground Ducts
Forms & Footings
12�Z j
Ducts
Slab Grade
�N (01
Return Air
Steel
Combustion Air
Roof Deck
_
�rZ
Exhaust Fans
O.K to Wrap
F.A.U.
Framing
Ct
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
C✓ '�
Final
f _
POOL - PAS
BLOCKWAI.L
KPPROVALS
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
r(8
Heater Final
Water Piping
�21�$ 7-0-
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K for Finish Plaster
Sewer Lateral�Z
jq _
Pool Cover
Sewer Connection
�•L�l_
Encapsulation
Gas Piping
Gas Test
3
Appliances
Final
COMMENTS:
Final
As L
Utility Notice (Gas)
—��l`
ELECTRICAL PPROVALS
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)
RETAINING WALL(S)
>V I MASTIC
`
BLOCK FENCE
r DRAIN LINE SIZE
FIRE PIT
TERMINATION POINT1
CANT. FORMINGtG
}A
OLEPLOT PLAIM
14STAL JAG
YJ1C.r
s
r
. i
L
SCALE �$ �— �_ 0 �
EXCLUSIVELY PREPARED FOR..
NOTES:
k .. ttii,
I
`
}A
OLEPLOT PLAIM
s
r
. i
L
SCALE �$ �— �_ 0 �
EXCLUSIVELY PREPARED FOR..
y
k .. ttii,
r __,
. (/ f
I F'�' t t�
E
TR �
-
R
clrr:.
T eLr
J;
f
0
tfl� 7 Z 3
DAYTIME PHONE ,
HOME PHONE �
-.
POOL DEPTH DIAGRAM
SIGNATURE DATE l 1
DIRECTIONS:
SALESMAN.
PREPA BY._
5 l�Y
_a
sc
DATE OF
CT
ONTRA I _
.
,
1 1 I�. c
JOB
n' looli 9
lw
- �
w �.�.-
TRACT
a • a
_ e S
1 a na 1. t o
800 �0 r: P
_.�
>
f>
M rc
OT
_
1
Revers c
MAP_' BOOK
halm r s _
_ S R ,
�3 374 SS _.
"r is
S nTl pp
renals l c dbn f cf� P
_Bach nrd I} n . 1
Y
•,_ ,
ENGINEERING ERIN3 tC.SAEC. SHT AVAflABLE FROM PO)C CINE£RINO 1NC' NAH ' IA �/1t8308400
COPY RICt1:,
ACCURAPHCS REORDER NO.AG60233
.POOL
l'
I
i
r G
i i
ARTIFICIAL
CA L C U L A TIONS (FORMED OVER DEBRIS , n '
OR SAND BAGS) or CONTINUOUS 20 MIL PVC FLEXIBLE LINER IS RECOMMENDED TO CITY O F L A U
METHODOLOGY REAL ROCK (MAX. PREVENT LEAKS IN THE EVENT OF CRACKING OF WATER FEATURE
(SURCHARGE LOADING BASED ON BOUSSINESQ METHOD, MODIFIED BY TERZAGI) WEIGHT 1500 Ib. PER BUILDING & SAF
FFVWAHERE
ENT FLUID PRESSURE fc M(2) 12 in/ft Mt (2)(12) < 900 psi LINEAR FOOT OF BOND BEAM PER STANDARD POOL TOP OF BOND BEAM
POOL WALL). STRUCTURAL PLAN, DTL. #1 '& #12. (WALL W/ R.B.B.) APPROVE
- (1/2) yH2 (0.887)y H29)(12) d2 --------- - . -- ------ ti II
y H + (P)(r� FOR CONSTR CT
45 p.c.f. AND tic < 49 psi
P, _ 1/2 (v, + Qom, )(6 in) (12 in/ft) j d (2)(12)(0.887) d F
PROVIDE POSITIVE � a I DATE � � N
f'c = 2,000 p.s.i. DRAINAGE BY CONCRETE GUTTER, HORIZONTAL STEEL X m � � B. C.M.U.
r, VERTICAL DIST. FROM P TO z DEPTH. DRAINAGE PIPE, OR OTHER MEANS. #3 BARS 0 12. O.C. a I SOLID GROUT ALL CELLS LU 4) --
NET MOM _ OTM -RESISTING MOMENT F5 = 20,000 p.s.i. TYP. THROUGHOUT. .� _ a 12• W/ #3 BARS O 24` O.C. HORIZ. U Q oc` M
VERTICAL STEEL `D do #4 BARS 0 16" O.0 VERT. c o' i°
M(12 in/ft) = Mt (12) fc = 0.45 f'c = 900 p.s.i. SEE TABLE 601. TOP OF BOND BEAM N N 1 ti U cD
fs
As j d As (0.887) d Vc 1.1 = 49 p.s.i. WALL) < _ �F- WATERPROOFING RECOMMENDED.
( Fes- E ti
= EXPANSIVE SOIL)
v
CU Z 6i
RESISTING MOMENT: LOADING DIAGRAM: STANDARD BOND BEAM ��. a N 0
RESISTING MOMENT ABOUT POINT A MAY BE PLACED 0 TOP < X c o m L. o
QL = RESULTANT FROM WATER UNE. . < LAP VERT.
�.-Q� fi
RM W, d, + W,d,+ ... W,,, d. L TYPICAL ROCKS. OF WALL or 0 WATERLINE. �� is =STEEL 12`
f5 3 J MIN. INTO BOND BEAM PER STANDARD POOL
Q L= 1500 PLIF Z UNDISTURBED SOIL M h e
W� m x r 1000 PSF MIN. 3" CUR. o POOL WALL 3` STRUCTURAL PLAN, DTL #1 do #12.
W b x H H BEARING VALUE TYYP. ,2 1
HORIZONTAL (71 CUR. C
s d, FOR m > 0.4 �? M STEEL •i
W3 l d % = wt. OL 1.28 men 1 J� Q o f3 BARS MASONRY NOTES.
4 + of segment„ �h H (m2+nz 2 J C CONCRETE COVER TO G P�� 0 12" O.C. - N
W = ( ) BE CHANGED UNIFORMLY. �O moo' 1. ALL METHODS AND MATERIALS SHALL BE IN C
ds FOR m S 0.4 SEE TABLE 601. ��Q CONFORMANCE WITH THE LATEST ADOPTED O 'a
EDITION OF THE .UBC AND LOCAL ORDINANCES.. �
W5 d QL 203 n HORIZONTAL STEEL C•M•U• 2. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED Q
W G'h H .16+n2 s #3 BARS 0 12" O.C. TO WEATHER), TYPE II NON -MOISTURE
l
e ° A (( ) OPTION CONTROLLED, NORMAL WEIGHT UNITS (135 PCF),
tYP. THROUGHOUT. CONFORMING TO UBC STD. 21-4, AND ASTM
VERTICAL STEEL C 90. ALL CONCRETE BLOCK SHALL HAVE A
y = 45 P.C.F. (T = LATERAL LOAD ON POOL WALL SEE TABLE 601.. 1n ! DESIGN STRENGTH OF fm = 1500 psi.
SOIL h FROM ROCK SURCHARGE. 3. GROUT SHALL CONFORM TO UBC STD. NO.
5 SEE 21-19 do ASTM C 476 WITH f c=2,000 PSI.
SEE UBC TABLE [
(;ALGULA_TION RESULTS: TABLE 601 OF INGREDIENTS. 21-8 FOR PROPORTIONS
1500 P.L.F. ROCK FORMATION SURCHARGE ulNDisTURBED SOIL TRANS11ION WALL
EXPANSIVE SOIL 1000 PSF MIN. TO FLOOR STEEL 4. MORTAR SHALL BE TYPE M WITH fc 1800 PPsi
BEARING VALUE AND SHAIl CONFORM TO UBC STD. NO. 21-15
EQUIVALENT FLUID PRESSURE = 45 P.C.F. do THICKNESS ASTM C 270.
RESULTS FOR NO RAISED BOND BEAM 5. ALL REINFORCING BARS SHALL BE COMPLETELY
TAR OR GROUT AND SHALL
DEPTH
'D'
SOIL
OTM
OTM
ft -f2'-0"
LOAD
OTM
OTMft-f
SOIL
RM
RM
NET
Mom
t
VERTICAL
STEEL
fs
p.s.i.
fc
P.S.I.
Ic
p.s i.
114
60
177
74
220
5%-
#3 0 12"
' 11305
347
14.2
S-0"
203
501
92
746
6`
#3 0 6`
16114
662
20.5
4'-0"
480
977
124
1548
7"
/3 0 4"
16536
722,
21.5
5'-0"
938
1569
237
2523
7%*
1�3 0 3'
18019
869
24.6
6'-0"
1620
2242
497
3541
8%*
add 2 #4
18176
842
25.1
7'-0"
2573
2974
1027
4520
9%i"
1 5924
19319
806
25.6
8'-0'
3840
3748
' 2217
5371
10}x"
11
19652
750.25.8
812
8'-6"
4606
4146
4738
4015
10}x"
add 2 #5
14690
561
27.9
I I RESULTS FOR 2'-6" MAX. RAISED BOND BEAM I
SOIL
HEIGHT OTM
H' ft -1
LOAD
OTM
ft -1
SOIL
RM
ft -f
NET
Mom
t
VERTICAL
STEEL
fs
p.s.i.
fc
p.s.i.
is
P.S.I.
2'-0` 60
114
74
220
5%"
13 0 12"
11305
347
14.2
3'-0" 1 203
341
92
746
6"
#3 0 6"
16114 1
662
20.5
4'-0" 480
701
116
1561
7"
1 13 0 4"
16668
728
21.5
5'-0" 938
1177
145
2660
8"
#3 0 3`
16927
764
22.1
6'-0" 1620
1745
183
4050
9`
add 2 #4
18893
828
22.9
7'-0" 2573
2385
296
5344
10}x`
9%.
19555
747
22.0
7'-6" 3164
2726
419
1 5924
_103:"
1 add 3 14
15844
737
23.8
8'-6" 4606
3443
848
7293
11
18185
812
26.1
10'-0" 7500
4586
2378
9707
123"
add 2 #5
19595
807
27.7
11'-0" 9983
1 5381
7150
8213
13"
15683
626
30.4
EMBEDDED IN MOR
HAVE A COVER OF NOT LESS THAN 2 INCHES.
TABLE 6101
POOL WALL
DOWNWARD.
T FROM 'D' OR
'H' IS DISTANCE OM TOP OF
,H. DEPTH.
NI THICKNESS AT INDICATED. 'D' OR DEP z
BEGIN SPECIFIED STEEL
do GU TE
Oz
(SEE STANDARD STRUCTURAL PLAN, DETAIL 14)
POOL
DEPTH
NO RAISED
BOND BEAM
REQ'D
TRANS.
D
C
VERTICAL
STEEL
0 to 1'6"
2%*
#3 0 12"
2'-0"
2'-0"
2%-
#3 0 6"
2'-0-
2'-6-
3"
2'-0"
3'-0"
3"
#3 0 4"
2'-0-
3'-6'.
4"
C.�
NO.6-
2'-0"
4'-0"
4-1
#3 0 3"
2'-0-
4'-6-
434"
"
2'-4-
5'-0"
4%"
add 2 #4
2'-6"
6'-0"
5'
add 3 #4
2--g-
7'-0'
6"
2'-11"
8'-0"
7"
2'-9"
8'-6"
7"
add 2 #5
2'-9"
1TOT&
WEIGHT
2'-6" MAX.
R.B.B.
REQ'D
TRANS.
Fi
C
VERTICAL
STEEL
0 to 1'6"
2%w
#3 0 12"
2'-0"
2'-0"
2%-
#3 0 6"
2'-0-
2'-6-
3"
2'-0"
3'-0"
3"
#3 0 4"
2'-0"
3'-6"
4"
C.�
NO.6-
2'-0"
4'-0"
4"
#3 0 3"
2'-0-
5'-0"
5'
add 2 #4
2'-10
C6'-0"
5%"
ADD BARS
3'-9-
16'-6"
634"
add 3 #4
4'-2-
'7'-0'
7"
4'-5-
93'-0'
7"
4'-4-
9'-0"
8"
add 2 #5
4'-2"
1G -0"
9"
4'-0"
9%.
3'
9%.
POOL TO BE TIED
��
Ln
LLJ a-
U a -
z
=)_J zJ
@R� .S
w
z�
:r g
z
OU�
S+
ZZ
C.�
NO.6-
w0
Z
ZO
N
' -Q5
3o
w
w
cn�
ADD BARS
*
J } w
= o
z
m o
REINFORCING DIAGRAM
A Fp��`�
a
12' 12`
o
POOL TO BE TIED
J z
W/#3BARS 0
12' O.C. VERT.
DATE: 5/30/01
"
do HORIZONTAL
a N
cn
cq
THROUGHOUT.
CALCS BY: A.C.
= 3
~
CHECKED BY: - R.LL
s
N
ROCK SURCHARGE
m
ARTIFICIAL (SOLID) OR REAL
$
EQUIVALENT FLUID PRESSURE = 45 P.C.F.
MEN SPECIFIED
WHEN SPECIFIED
(PLUS SURCHARGE)
ADD (2) #4 BARS
ADD (3) f4 BARS
SEE LOADING DIAGRAM
OR (2) f5 BARS
PER FOOT.
DETAIL #601
PER FOOT. EVENLY SPACED.
EVENLY SPACED.
t,.
TY NON -EXPANSIVE 12"
IN VENTURA COON ALL EXPANSIVE. .
6
.BAR BOND BEAM RE I -
O �) QU RED .j
DECKING MUST BE INSTALLED APPROVED SEALANT RECOMMENDED PER DETAIL SIL SOIL 6 BARS � GENERAL NOTES
( #s) TABLE FOR THE an of Los O � CONTINUOUS SHOTCRETE-INSPECTION
IN ACCORDANCE W DTL REQUIRED W EXPANSIVE SOIL EQUIVALENT EQUIVALENT BOND BEAM.
% i� / _ FINISH BOND: BEAM W 4 3 1. THIS STANDARD STRUCTURAL P S
NO. 1 ANGELES ONLY. / ( ) # �4CC MPANIED BY A CLEAR PLOT PLAN SHOVING WHERE RE
FLUID PRESSURE E QUiRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL
FLUID PRESSURE GRADE. BARS PER TABLE N POOL & OR SPA SHAP DIEPTH AND 1)IS _ BE INSPECTED BY A SPECIAL
---III 0.1 & E, 171Nt� T PROPERTY UNE, SLOPES AND STRUCTURES. INSPECTOR IN CONFORMANCE WITH
SLOPE DECKING 1/8" COPING 30 P.C.F. UBC SECTION 1701, VM0 SHALL SUBMIT A STATEMENT IND
45 P.C.F. DETAIL #TZ : IM THE CITY OF LOS ANGELES TI® All SHALL COMPLY WITH THE CITY OROS COMPLIAN (GATING
FO /4" PER FOOT. III ( ..0 CE VNTH THE PLANS AND SPEGFlCATrONs
BOND BEAM SEE TABLE N0. 1 ANGELES ZONING CODE. INT SA NARDiNO N
K TY POOL APPROVED FOR PRIVATE USE THE FOLLOWING AGENCIES AMONG OTHERS R
AWAY FROM POOL SEE DTE. ` 1 #3 BARS BENT = " _ REQUIRE CONTINUOUS INSPECTION:..
& DETAIL 12 # ®48 O.C. 3 ONLY, A SOILS REPORT MAY BE� ED 1N EXP SIVE SOIL AREAS AND THE POOL A. CITY
OF LOS ANGELES .INSPECTOR MUST BE APPROVED BY THE DEPARTMENT OF BUILDING &
DRAIN
co LOCATION SHALL COMPLY WW1H 1HE SAN BERN NO COUNTY ZONING _
I I (I= Com• SAFETY, PER RGA 14 "67:
i - d C q 2. REPRESENTATIVES uv�r
v
BOND .. #3 BARS VERTICAL, WATER '
VES OF POOL, ENGI, INC. HA NOT INSPECTED THE SITE &ARE RELYING B. COUNTY OF VENTURA
ON INFORMATION PROVID Y
ED B 1E CONTRACTOR
OWNER TO DETERMINE THE ADEQUACY C
- LINE.: C. THE CITIES OF B
a' BEAMS m SEE TABLE N0. 2' a: BEVERLY HILLS, COSTA MESA, CULVER CITY CYPRESS,
o - OF THIS STANDARD POOL STRUCTURAL PLAN FOR E ACTUAL SITE CONDITIONS. SHOULD IRVINE EULLERTON, HERMOSANG BEACH, BEACH.
t NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNALAGUNR HILLS, LAKE ELSINOR LONG
I
=IIIf=iI r�r�� COPING OTE. COMPACTED I 2 1/2 L �o
SITE CONDITIONS VARY FROM THAT COVERED BY IS STANDARD POOL PLAN, IT IS THE LOS ALAMITOS BEACHI
o - ' 3 v 4 90N a o MISSION VIEJO, NORCQ SEAL BEACH STINT
o -H O I O v D BEAM HORIZ. BARS FILL i CLR. rr w RESPONSIBILITY OF THE C STANTON,ONTUSTIN, VILLA PARK & NESIMINSIER
a z =IIII= BOND BEAM PER TABLE S , w ONJTRACTOR OR THE 0 ER TO NOTIFY POOL ENGINEERING INC. AND D. THE CITY OF SAN DIEGO PNEUMATIC CONCRETE WORK NOT FULLY SUPPORTED ON
BARS. : #3 BARS NO 1 MAY BE OVER OR UNDER „ �y I p c" OBTAIN APPLICABLE SPECIALL EN N RING DETAIL PRIOR TO CONSTRUCTION.
°d r - - v POSITIVE (EXPANSIVE SOIL) �9 I UCTiON. EXPANSIVE SOIL 'EARTH MAY REQUIRE CONTINUOUS INSPECTION AND VISUAL
co -IIII- J VERTICAL BARS. ��( z DETAILS ARE VAUD ONLY ROR STATED EQUIVALENT EXAMINATION FOR STRUCTURAL
Z w _ VERTICAL VERTICAL DRAINAGE & DETAIL #12. �O 1 x w ®�FLUID PRESSURES AND POOL ENGINEERING SOUNDNESS OF IN PLACE PNEUMATIC CONCRETE.
o � - III x 3 D R t t �AG� I ¢ I a INC. RECOMMENDS THAT THEE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT.
z w -1 STEEL STEEL EIII-till- TABLE EXPANSIVE t� I M 3 (n 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE u��
4 ��. N- p Of r GE DETAILS WHEN THE FOLLOWING O►iI,ER
„ " _ m ' 1 „ = = • x N0 I M\ a CONDITIONS APPLY PER
o
ALLOWABLE 5 1/2 0 3 0 1 0 5 #3 @ 12 5/z" #3 ®12 -TILT- NO. 2 SOIL 1m ( UBTC SECTION 1806.5.2 THROUGH 1806.5.4 1N VENTURA COUNTY AND
1 S2 , - II Q .,P I 6 , J � LOS ANGELES POI ' ' 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 1
"
.
-1 : CONDITION MIN. M a
M m
_ a
-- --
UNDISTURBED SOIL. cwwi,
1000 PSF MIN. • :
_o
BEARING VALUE. I 1
x
I
00
3'6" ._ „
5'
„
1
6„
I I=) III- ,' . �!
fl -' - o z 3
I- -
IIII- v
riI =1111- ," `" ~
m
6" a F --r
EQUIV. FLUID 7MIN. o w
w v,
PRESSURE:
,I" . "
4 0 1 -O
,„
5/z
„
,„
5,�
7"
' " ,_ "
4 6 1 0
5 1
8"
,
514'
„
#3 @ ,6
„
5'0' 1 -6
6
„'
„
6
„
7'6'
T6"
LSI �
�,
Jai O�
It, TO BE Q
CHANGED I
UNIFORMLY.
SEE TABLE _ :
NO. L I-
m
62.4 RAGE.
MAXIMUM.
1 01
III
't' SEE
TABLE
=11
„ _
56 2.0
6
# 3 @ 6
6 ,
�
... •. ,� - - . < :
:. .• : - . .• :..
6 0 2'-6"
6
1. SYSTEM IS CERTIFIED WITH 78% THERMAL EFFICIENCY (PER ANSI STANDARD 221.56-1994),
71
w
o a
6'6" 3'-0"
6„
„
8„
@6"
7'0" 3'-6"
6„
„
$i
/z"
„
7'6„
QO
<v
u
_ I SATURATION
RECOMMENDED PRIOR
( ,
CORNERS.'
REMAINDER OF JOINT 1 13
DOES
* . •NOT APPLY IF Q '
�
8'O" 4'-6"
6'/z"
O
�P
9"
- =
< IN STYROFOAM OR OTHER I I I I- - I-
- - -
- _ =
EXP. MATERIAL II- IIII
.
iS GRIEATER THAN 20' II -
11II= v
-
=1_ •' .
D
t
VERTICAL
STEEL
2'6"
5'
#3 @ 12"
3'0"
6„
"
4'0"
6"
#3 @ 6-
5'0-
7"
„
5'6"
8"
'
6'0"
8"
"
#3 @ 4-
7'O"
7-0-
g�
"
7'6'
T6"
g1 "
m
8'0"
10"
FOR POOL SPA HEATING SYSTEMS & EQUIPMENT:
8'6"
10"
... •. ,� - - . < :
:. .• : - . .• :..
TY,
g �q� I
�\o \
LOC
Q M
_ *z
X
4'
D tMIN. IS 1 1/2 & X MIN. IS 2 1/2).
4 DAYS AFTER INSTALLATION.
2. 00 NOT TURN ON LIGHT WHEN POOL IS EMPTY.
o \ \
`I: p�. ` �\
LOS ANGELES
4'-0" MIN.' IMPERVIOUS DECK
10'
D , , - „
1.EM THAN X LESS THAN 10'-0"
POOL DEPTH OR '0'* LESS
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL .(IT MARKS THE PLASTER).
TITLE 24
t
6" MIN.
6"
APPROVED`SEALANT
- - - -- -.. -
TV.
- •
�`
-----
I
1/2'MIN DEPTH
OR H/4. ! I THAN H/6,
/ /
MANDATORY REQUIREMENTS
---------
#3
m
NOTE: DRAIN
#3
FOR POOL SPA HEATING SYSTEMS & EQUIPMENT:
II
31 2
... •. ,� - - . < :
:. .• : - . .• :..
EXPANSION JOINTS ,... _
_ _
0
III (- 3 3 BARS.
- O #
1. SYSTEM IS CERTIFIED WITH 78% THERMAL EFFICIENCY (PER ANSI STANDARD 221.56-1994),
_
w
o a
=
I-
(�
RE UIRED IN DECK
Q _
@ 10'-0" OC. &
(
IIII
=
READILY A - ACCESSIBLE ON-OFF SWITCH, WEATHERPROOF OPERATING iNS1RUC110NS ON ENERGY
@6"
J p•
Z
=III
�_
_
AN
_
EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
2. SYSTEM IS INSTALLED WITH:
=
-i _
•
�
QO
<v
u
_ I SATURATION
RECOMMENDED PRIOR
( ,
CORNERS.'
REMAINDER OF JOINT 1 13
DOES
* . •NOT APPLY IF Q '
�
A. AT LEAST 36 PIPE BETWEEN FILTER AND HEATER FOR FUTURE SOLAR HEATING:
n
O
�P
TO POURING DECK:'
L
- =
< IN STYROFOAM OR OTHER I I I I- - I-
- - -
- _ =
EXP. MATERIAL II- IIII
.
iS GRIEATER THAN 20' II -
B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
-
�v
_
"F�-- FOOTING RECOMMENDED
_
4. THE STANDARD STRUCTURAL. PLAN IS NOT INTENDED TO BE APPLICABLE
U BLE TO NONSTRUCTURAL
3. POOL SYSTEM HAS DIRECTIONAL INLETS AND A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF
PEAK OPERATION.
�
VENTURA COUNTY
I L FOR EXPANSIVE SOILS.
CONCRETE-'
SHALL NOT TOUCH
ITEMS INCLUDING BUT NOT WMITED TO PLUMBING, ELECTRICAL, FENCING CONCRETE DECKING
FOR LIGHTING FIXTURES U.L.6" E STANDARD 6 76'
•
15" DEEP REQ.
@12"W21@6"
COPING OR BOND BEAM.
AND POOL GEOMETRICS.
FENCING AND BARRIERS
#3 @ 6" O.C.
03"
@3"
@3"
5. DECKING CONSTRUCTION 1S SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOTSP
HIGHLY EXPANSIVE
OR NO DEC((
VERTICAL STEEL 4'-0"
5 1 „
/Z
6"
6
DEMONSTRATE A SYSTEM THiAT WILL EXPANSION.
LL RESIST HEAVING DUE TO S
1. PRIOR I'll -LING, ,
POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED 5 MIN. HIGH
DEEP &BELOW.
10
-
6. ALL CONSTRUCTION SHALL =MPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM
B
BUILDING CODE AND
G ATETHE
- FENCING >ES WITH NO OPENINGS GREATER THAN 4". GATES 108E SELF-CLOSING &
F-
E'-LATCHING WITH LATCH A MIN. OF 5' HIGH WHERE THIS VARIES FROM LOCM CODES
_i I I ; 11= 2 AL (ORDINANCES.
THE LOCAL CODES SHALL PREVAIL
n 1 " „ „ HORIZONTALS E � 7. POOLS WITH DIVING BOARDS SHALL MEET THE NSP( DIVING P
8 6 5 -0 6,� 9 fill= TE L. #3 � OOT. GEOMETRIC STANDARDS
VERTICAL STEEL SEE __... -'. „ ,• -j AND/OR LOCAL CODES. 2. WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH UBC (1997)
BARS @ 12 O.C. TYPICAL. � v / SECTION 421, APPENDIX CHAPTER 4 INCLUDING LOCALE A
TABLE N0. 1. � -
L 8. SIGNS & SAFETY EQUIPMENT' SHALL BE (INSTALLED IN ACCORDANCE WITH LOCAL CO Y ADOPTED AMENDMENTS.
VER1iICAL STEEL -111 � '
III + 9. PUBLIC DES. A. IN THE CITY OF LOS ANGELES, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE
� 1 M POOLS REQUIRE COUNTY HEALTH DEPARTMENT. APPROVAL AND PROVISIONS FOR � WITH
24 MIN. -=IIII SEE TABLE N0. 2 c> NOTE: THE LOS ANGELES CITY BUILDING CODE SECTION
HORIZONTAL STEEL. _ "'� >� � NOTE:. � ASSISTIVE DEVICES FOR THE DISABLED. 91.6103(A).
" ` " B. IN THE COUNTY OF LOS ANGELS
24 MIN. EXTRA REINFORCING TO EXTEND 24 MIN. EACH 10. CONTRACT S, BARRIERS REQUIRED BY CHAPTER 39 S OF THE LOS
' 'i� BARS ®12" O.C. TRANSITION WALL BOND BEAM HORIZONTAL BARS MAY HORIZONTfAL STEEL a CH SIDE OF .RAMP. OR OR OWNER SHIALL VERIFY ALL FIELD CONDITIONS &DIMENSIONS AT JOB SITE.
TO FLOOR: " "� � ANGELES COUNTY HF -ACTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED.
BE OVER OR UNDER VERTICAL BARS. #3 BARS @ 12 O.C. WALL TOTHESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE
ELECTRICAL AND PILUMBING ; SWIMMING POOL SITE PLAN...
TYPICAL INCLUDING ALL SPECIAL DETAILS. FLOOR TRANSITION C. IN THE COUNTY OF VENTURA, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH
DECK
SECTION
c� 1. ALL ELECTRICAL SHALL BE INI CONFORMANCE WITH NEC (1996) SECTION 680 VENTURA COUNTY BUILDING CODE (1998) ARTICLE 3, CHAPTER 41, SECTION 41.6.
STANDARD
NO DECK SEC TION EXP. SOIL 62.4 PCF h 2. ANY METAL WITHIN 5' OF POOOL EDGE MUST BE BONDED PER THE N.E.C. D. IN THE CITY OF SAN DIEGO, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH THE
STAN DARD `WALL SECTION 1 SOIL(62.4 L 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. CITY OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS IN DIVISION 84.> ALL DOOR
r I ' EXPANSION INDEX UP TO 130 SHALLOW/DEEP ALLOW®SEP END RAM P 4• ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN PROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL SHALL BE EQUIPPED S
, „ ACCORDANCE WITH LOCAL REGULATIONS. WiTH AN EXIT ALARM AND A SELF-CLOSING, SELF -LATCHING DEVICE WITH A RELEASE
BEGIN SPECIFIED STEEL do 2 STORY WOOD (3 -0 MIN.) EQUIVALENT FLUID PRESSURE 5. POOLS SHALL BE EQUIPPED IWITH A FILTERING SYSTEM & A DRAIN. MECHANISM PLACED NO LOWER '
•---� THAN 54 ABOVE THE FLOOR.
DECKING. MINIMUM WIDTH W I TABLE NO. 5 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
GUNITE THICKNESS AT FRAME BUILDING 45 P.C.F E. IN THE COUNTY OF SAN BERNADINO; PROTECTIVE BARRIERS ARE REQUIRED IN COMFORMANCE
*D# + + EXP: JOINT & SEALANT » » „ „ 7. GAS PIPING TO BE IN CONFORMANCE WITH UPC (1997) SECTION 1210.1 WITH SAN BERNADINO COUNTY CODE
PER LOCAL BUILDING CODE WATER SURFACE. APPROX./-SPECIFIED .D or H DEPTH. 1000,#/FOOiT MAX. W=3'-0 W=4'-0 W=5'-0 W=6'-0 SECTION 63.123, SEE AiTACHED COPY OF SWiMMING POOL
„ COPING PER DTL. 8 RECOMMENDED ENCLOSURE STANDARD PROCEDURE.
3 _BELOW BOND BEAM. TYPICAL INCLUDING SPECIAL DRAIN RE 'D VERTICAL VERTICAL VERTICAL VERTICAL STRUCTURAL NOTE
' ( Q W/ EXPANSIVE SOILS) D { { { {
• ... , DETAILS.... COPING
STEEL STEEL STEEL STEEL 1. SOL SHALL HAVE A MINIMUM I BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED CITY OF LOS ANGELES SPECIAL NOTES
2'0" 5'� #3 @ 12 5'/" #3 @ 12 5% 3 @ 12 5T 3 @ 12 AGAINST UNDISTURBED SOL IOR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL' THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF LOS ANGELES.
Z _ # Zt" # THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM 1. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF RGA 14-67.
x EARTH MAY - d 2'6" 51iz� ' 5' 5� 5' „ DISSIMILAR SOL CONDITIONS IUNDER POOL, SUCH AS CUT -FILL TRANSITIONS. 2. SWIMMING POOL LIGHTS AND FORMING SHELLS MUST -
Q Y BE � I _ w � '� '� '� 2. ALL REINFORCING CONFORM WITH RGA 09 70.
WATERPROOF REMOVED OR - �FT � - - CIG STEEL SHAILL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40
TYPICAL PLASTER UNDISTURBED UNDER�f I I IIII-� o t/" 5 FOR #3 BARS AND #4 BARS.. SPLICES TO BE LAPPED 24 MIN. MINIMUM CLEARANCE COUNTY OF LOS ANGELES SPECIAL NOTES
- _ = z „ " „ BETWEEN PARALLEL BARS IS 2 1/2
°.
„1N THE COUNTY OF
STEEL BENCHES OR STEPS: I ^ I I I -III (- x 3 6 5 �" 3 ®6 5' 3 ®6 51 � LOS ANGELES, THE DEPARTMENT OF PUBLIC WOR
' I x _ = v t- w # # 5 �" 3. (1) #4 BAR IS EQUIVALENT Tf0 AND MAY BE USED IN PLACE OF 2 BARS. KS, BUILDING & SAFETY/LAND
REINFORCEMENT. r--1 a --'
() #3 DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND HOT TUBS FOR
<M . =IIII= m 0" 6' • " , „ 4. GROUNDING PER N.E.C. OF. THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO _
w Q 4' 6" 5 " 5'� #3 ®6 5 #3 ®6 PLA R 3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN.
4 = .III (- o I - CEMENT OF CONCRETE:
5 o IIII. , " " „ „ „ „
� 4'6" 6 �" #3 ®4 6 #3 ®4 6 6 5. SHOTCRETE (g1NITE) TO BE TIN CONFORMANCE WITH UBC SECTION 1924 &SHALL HAVE A
_ PERVENTURA COUNTY SPECIAL NOTES
„ „ „ � " � MINIMUM COMPRESSIVE STRENGTH OF ZOOO P51 AT 28 DAYS, AND CONSIST OF 1 PART
ib TABLE #1 DECK DRAINS 5'0 7 6 �" 6 #3 ® 4 6 @ 4" PORTLAND CEMENT TO 4-1 2 PARTS SAND & 3 THESE NOTES ARE ONLY APPLICABLE IN VENTURA� #3 / GALLONS OF WATER PER SACK OF CEMENT. COUNTY.
RECOMMENDED. " " „ „ „ 6. CEMENT SHALL CONFORM TO UBC STD 19-1, ASTM 150.62. 1. DECK TO BE REINFORCED WITH 13 BARS 0 24 O.C. EACH WAY.
w 5 1 �2 5 6 7 �" 7 6 /" 6'
z UNDER- Qw 0u
�" 7, USE TYPE V PORTLAND CEMENT IN AREAS WITH MORETHAN2% SULFATE CONTENT OR AS A. DECK BONDING: WHEN DECKS ARE TO BE INSTALLED WHETHER STRUCTURALLY TURALLY REQUIRED OR "
C „ MIN." , „ " » DIRECTED BY NOT THE REINFORCING WATER : �P ' .r, CrADD 3 @ 12 O.C. • , 6.0. 8 7 7 THE UNIFORM BUILDING CODE INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH
'S c� # $OND BEAM 7 B. KEEP CONCRETE DAM THE POOL SHE
a P CONTINUOUSLY FOR 14 DAYS. LL REINFORCING &METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH
LIGHT PER LONGITUDINAL @TRANSITION ' „ „
PER TABLE NO. 1 6'6" 8 #3 ®3 7'l 3 ®3 7' 3 ®3 7' 9. ALL INTERIOR SURFACES OF WOOL AND SPA SHALL BECOATEDWITH A WATERPROOF SILICA THE POOL WATER RECIRCULATING SYSTEM &WITH MISCELLANEOUS '' DETAIL #10. • FOR EXP- SOILS. # /Z" # /z" oUS METAL ACCESSORIES, SUCH
• • & DETAIL 12. _ PLASTER.( AS POOL SLIDES, DIVING BOARD & SP
. - ,..A ,. „ „ „ „ „ RING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22.
• e s _� 70 S 1
EXPAEv1SIVE 8 8 :. 7 „
( , /z" #3 � 3 2. 15 DEEP PERIMETER FOOTING IS REQUIRED.
F o
SOIL „ „ 3. PERIMETER
U >: ) III _ � „ „ „ „ : „ GLAZING IN HAZARDOUS LOCATIONS FoD1iNG MAY 8E OMITTED WHEN 6 WIDE DECK
IS INSTALLED.
- 76 9 8 8 8 4
D „, " _ .MINIMUM DECK WIDTH IS 4 UNLESS PERIMETER F
FLOOR - 5 THICK MIN. t SEE - , . • ;; WHEN REQUIRED
DOTING DEPTH IS INCREASED BY THE AMOUNT
� I -I IBY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY NTH UBC. 1997
" „ „ „ V » „( ) SECTION -PROPORTIONAL TO THE REDUCTION IN DECK WIDTH.
REINFORCED ' GUNITE W 3 BARS TABLE t - 8 0 9 ,�" 9 - 8 ,�" - 8 2406.4 ITEM 9 INCLUDING LOCALITY ADOPTED AM
5. WHEN DECK SUB -GRADE SOIL HAS AN EXPANSION "
� " / # - � AMENDMENTS. INDEX >91 SATURATION TO 18
„ 1. GLAZING THE IN WALLS AND FENCES USED AS BARRIER SHALL BE SAFETY GLAZING MINIMUM
� � @ 12, O.C. EACH DIRECTION. TYPICAL. N0. 5. _ J� � " ;, „ „ „ , „ WHEN aLL DEPTH Is REQUIRED.
III P OF THE FOLLOWING CONDITIONS ARE PRESEINT.
- O �. fi. JOINTS IN DE
S " ALA T, COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED MAIN DRAIN AT LOW POINT.. STEEL UNDISTURBED - � Q- 24 MIN. - -_ A. THE BOTTOM EDGE OF THE GLAZING S WED. PERMANENT
n, ( _ Q- � � I LESS THAN 60 ABOVE .THE POOL GIDE OF THE , `RESILIENT SEALANT.
NOT REQUIRED.) MAIN DRAIN � GLAZING.
o' BASKET IS Q ) SOIL. VE.RTiCAL STEE'. SEE - TRANSITION
L _ � O 7. SURFACE WATER FROM POOL
DECKS SHALL BE COLLECTED & CO _
tr - CONDUCTED THROUGH NON
B. THE GLAZING IS WITHIN 5 (FEET OF A SWIMMING EROSIVE
•¢ PIPE SHALL NOT ENCROACH INTO TABLE NO. 5. � - M G POOL OR SPA DECK AREA. DEVICES TO A SIRE
I _ ALL TO FLOOR � EC STORM DRAIN. OR OTHER APPROVED .WATERCOURSE OR
O' - DISPOSAL AREA.
GUNITE SHELL,..., NOTE. I - 8. WHERE
;.Z - .. THICKNESS. VER EGRESS FROM A POOL RESTRICTED BY THE PRE
, SENCE OF A VERTICAL WALT: OR .
11
P00 LENGTH, I OTHER BARRIER
L G ,GRADE BREAK LOCATIONS &DEPTH y WHICH EXTENDS MORE THAN t2 ABOVE THE. WA
►- AND ROCK _I - TER SURFACE AT THE POOL :EDGE
INSTALL HDYROSTAl1C VALVE
a� I - _ PERMANENT CONTINUOUS A
DIMENSIONS AS NOTED ON THE PLOT .PLAN SHALL COMPLY HORIZONTAL STEEL _I I GRAB BARS, HANDRAILS, OR OTHER APPROVED EQUIVALENT DEVICE
I-JACK'AT-LOW-POINT WHERE REQUIRED BY „ '� SHALL BE INSTALLED E
WITH NSP( SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL 3 BA tJED WITHIN 12 OF WATER SURFACE SUCH DEVICES SHALL BE C
RS @ 12 O.C. CAPABLE
°
FIIGH WATER TABLE POOLS OR PP # OF BEING SECURELY GRASPED, AND SHALL BE ADEQUATE TO SUPPORT TH
APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS E WEIGHT OF A USER
U OF THE POOL PER V.C.B.C. CH.41 SECTION 41.2.6
' REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. a-
TYPiCAL LONGITUDINAL SECTION
4 BUILDING SURCHARGE SECTION
5 NOTES s
APPROVED SEALANT_ 5„_8" 9° & LARGER
PROVIDE
2 ADEQUATE DRAINAGE
BOND BEAM PER TABLE BOND BEAM PER
4-0 MIN. BEHIND POOL WALL.
• N0, 1 &DETAIL #12. � e TABLE N0: 1 &
d LEVEL TOP OF GUNITERICK OR PRECAST N OTE:
' . v DETAIL #12. #3 BAR ®24" O.C.OC.
d; II W/ GROUT & PLACE
GROUT ALL CELLS. z CONCRETE COPING. BY THE USE OF
„ THIS :PLAN
• d- a 1 L ELECTRICAL •. • . .:: " _ 3RD A
..-• 2 4 '
# 5 FELT OR 4 MIL DECKING 9 1/2 ND/OR
O l� O 113 - " w - THE USER ACK
x VISQUEEN ON TOP. J BOX. - - EXPANSION JOINT & to 12 ? of ,%4TH `BAR ACKNOWLEDGES
BARS.
Y'
R BARS: „ SEA
A COPING 8 MIN. ABOVE DE I _ CANT REQ D. LOCATION MAY THAT HE HAS READ
5 1/2 1 MIN. CK, WATER III - _ TO MATCH m \ D AND
a BARS o BARS UNE OR FLOOD UNE VMICH = :. o _ -- FOR EXPANSIVE SOILS. VARY TO
B s; x„ , CLR.„ =III x z - -I COPING 1 UNDERSTANDS ALL OF THE
a 12 O.C: 2 O.C. EVER IS GREATER. I a o -II - PER ETAIL < 3 W PROVIDE
@ 12 ' O.C. J SPA LIGHT . N AROUND 1 m
3 EA. WAY. IiI II M 2 1 2 CUR. NOTES INCLUDED 'HEREIN.
EACH WAY. i ALL PIPES. EA. WAY. = HORIZ. STEEL - o w = - (1) #3 /
CUR. • o ,h _ _IIII .• SKIMMER - - - "= BARS � I I - � � °' �
- i - BETWEEN
„ , 4 ,, _` BAR. l • PARALLEL
- -I EL
p •: o 1. COVER. \I. _-- I -
-IIII \ - - - - 12 O.C.o.c. _ DECKING. - HIS; PLAN IS THE
EQ. EQ: r \ I = I - - 6 BLOCK BARS.
WATER WATER I I I III -I I I i -ILII TILL
• - • ,,d:. ;- = f - - - - : Q _ WORK OF:: THE E
„ UNE. NE. 3 BARS \' - - - rm 1500 psi ao I ENGINEER AND
< _ : g , . LI O � � \ -ILII-I I I L-) BOND BEAM o BOND BEAM PER TABLE
24 .• \\ = " SHALL N
REINFORCING PER MIN.
Z MAY I3E ® I No. i. NOT BE REPRODUCED,
�\ =IIII= I . w " 3 1111-1
Z _ III co
DETAIL 10. NOT, _ BEND BONDi= +0 ALSO. - - „ PIED OR OTHERWISE U
# „ ,n LAP �� = l " (CLR T = 3 CUR. BARS ®12O.C.USED
(III II IIII, #� o ,
REQUIRED IF 6 MIN. v 5 MIN. BEAM UNDER �� H,, ao w VERTICAL - - WITHOU
„ - \ �`' w T THEIR WRITTEN
%CLEAR :PROVIDED. ; : 24 MIN. LAP AROUND ALL
SKIMMER. I- I � z STEEL W PLASTER
"a / _ eoN� BEAM „ PERMISSION.
-r.: _
• a - �� . • VERT. STEEL 3 � 12 MIN.: - " 3 CUR.
INTO SPA - ' PER TABLE
NOTE: I- _I=- SEE TABLE s TYP. PRECAST COPING
OR POOL (2) #3 Z BARS 111 IIII b EMBED. N0. 1
#3 BARS - z I- flX1URE do
PROVIDE (2) ANTI VORTEX DRAINS. ONE LOCATED IN SPA = _ `_1 111 ��� __ NO. 11. „ OR
„ ®12 O.C. All I N #8 COPPER - LENS 3 DTL. 12 BRiCK
FLOOR & ONE, LOCATED ON SIDE OF SPA SEAT 3 ABOVE 1 = I t
IIII EA. WAY. - SECTION AT SKIMMER GROUND WERE - I HORIZONTAL
IIII _-- GER:
• SPA FLOOR, PER lAPMO UNIFORM :POOL &SPA CODE.' I STEEL (2) BARS .. .
„ , 1 #3 �
L
24 _ NOTE.
-_ i BARS ®
NEC APPROVED t „
_ BOND B
- � .. EAM HORIZONTAL BARS MAY
SP
POOL MIN. CONDUIT.'
12 O.C. .
A .DETAILS MAY BE USED BEND ROCK
TOTAL = BE OVER OR UNDER VERTICAL BARS.
SPA DETAILS � LAP - • - . L HEIGHT NORMAL POOL DEPTH (D) +HEIGHT OF RAISED BOND BEAM. .� .
7 VERT. STEEL VENEER. OFFS /
FOR SPAS WITHOUT POOLS. - (2) #3 5" RECESSED
BARS EACH MIN TABLE NO. 11: 45" OR so•.
TOTAL HEIGHT - H
CITY OF
3'
4'
5'
LIGHT.
WAY AROUND
7'
LOS ANGELES
4'-0" MIN.' IMPERVIOUS DECK
10'
o•• , ; ., v '
„
NICHE. 3 CLR.
t
6" MIN.
6"
APPROVED`SEALANT
- - - -- -.. -
TV.
8"
DEEP REWIRED
N
SLOPE 1/8'-1/47 PER FOOT �
1/2'MIN DEPTH
-
II-IIII
-
VERTICAL
#3
#3
NOTE: DRAIN
#3
NOTES.
#3
31 2
... •. ,� - - . < :
:. .• : - . .• :..
EXPANSION JOINTS ,... _
_ _
0
III (- 3 3 BARS.
- O #
1. INSTALL N0. 8 COPPER GROUND WIRE' FROM LIGHT NICHE
STEEL
w
o a
=
I-
(�
RE UIRED IN DECK
Q _
@ 10'-0" OC. &
(
IIII
=
TO -BRASS CONDUIT TO POOL REBAR OR NON-METALLIC
@6"
a w x N
w
=III
�_
_
AN
®6"
CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER "
t
- N �
- o
o o
_ I SATURATION
RECOMMENDED PRIOR
( ,
CORNERS.'
REMAINDER OF JOINT 1 13
"
CLR. 5 MIN.
WIRE INTERIOR W APPROVED POTTING COMPOUND
/
s
w
• :,
TO POURING DECK:'
L
- =
< IN STYROFOAM OR OTHER I I I I- - I-
- - -
- _ =
EXP. MATERIAL II- IIII
TYPICAL. ' TYPICAL
'PLAN
PER THE N.E.C.
2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY
L WITH
_
#3
_
"F�-- FOOTING RECOMMENDED
_
AT SKIMMER
S M ER
APPLICABLE UNDERWRITERS' LABORATORIES
DRIES REQUIREMENTS
�
VENTURA COUNTY
I L FOR EXPANSIVE SOILS.
CONCRETE-'
SHALL NOT TOUCH
#3
FOR LIGHTING FIXTURES U.L.6" E STANDARD 6 76'
•
15" DEEP REQ.
@12"W21@6"
COPING OR BOND BEAM.
@4"
8
03"
@3"
@3"
03"
HIGHLY EXPANSIVE
OR NO DEC((
TOTAL HEIGHT - H
2'
3'
4'
5'
6'
7'
8'
9'
10'
11'
NON -EXPANSIVE
SOIL
SOL
t
1
5�
6"
6"
6"
1 "
6/
z
8"
' „
9/
z
11"
12"
-
12
1 "
_
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#3
#3
#3
30 P.C.F.
STEEL
@12"
@12"
12
@6"
@6"'
@6"
@6"
@6"
@6"
®6"
EXPANSIVE rAVESOIL
t
5'/t"
6"
6"
7"
8"
9"
10"
1 0l�'
11%
11l
E.F.P. =
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#3
#3
#3
45 P.C.F.
STEEL
012"
@12"W21@6"
@4"
04"
03"
@3"
@3"
03"
HIGHLY EXPANSIVE
OR NO DEC((
t
5 1 „
/Z
6"
6
7"
8"
9"
10
„
11
E.F.P. =
VERTICAL
#
#3
#3
#3
#3
#4
#4
#4
62.4 P.C.F.
STEEL
@12"
1
1
@12"
@66 "
@6"
@4"
@3"
03"
.4- .1
BON r ROCK OR
D BEAM
PER TABLE PLASTER BRICKNOTCH
I -
�
y Z
NO. 1.
0.61
OPTIONAL WOOD POST FOR PATIO-- -
OG _05 b
LEVEL TOP OF7k'
ALLOW 20Wb. MAX LIVE & DEA BOND
D I I BEAM WITH GROUT &
LOAD.
S C @.
���
GALV. SIMPSON POST i t PLACE 15# FELT OR
-BASE. BOND PER i I 4 MIL. VISQUEEN ON
OF 1F�
CAL
ELECTRICAL & PLUMBING
• D BEAM.
0
NOTE TOP BON
MASTIC
L -PLAN
312" -'r'I CANTILEVER
MIN.
/ - •`•' SLE
-I N
VAUD ONLY WITH WET
STAMP '
& ENGINEER'S TURF .
NEER S SIGNA
"CONCRETE _ C 0 CRETE
III •
DECKING
IN RED INK ON PLAN.'
AUTHORIZED SIGNATURES:
IN EXPANSIVE WHERE MIN DECK SEE VENTURA CO. MiN DECK SIDS R
ONALD L. LICHER, P.E.
EXPANSIVE SOIL DETAILS L IREQMTS ARE NOT MET USE DET: 2 IN NOTES SECT FOR DECK.REQMTS. � SKIMMER DETAIL 9 SECTIOAARON
# � NAT LIGHT 10 _RAISED -.BOND BEAM 11 BDND BEAM DETAILS 12 DAWNMJ'P so "'ALES'
STANDARD .
,
A D PLAN APPROVALS.
LOS ANGE S
LE COUNTY. #26077. KERN COUNTY. #213
Ron Lacher, R.C. E. -
_ W CITY -
OF LOS. ANGELS - _ OOI
S. 268 _ "ORANGE
# COUNTY.. SP 97 ..001 CITY_ OF:FRESNO. P 00 01 REQS SUPPLEMENTAL NOTES p :
CITY F
_o oNTnRlo. � -1201N.TustrnAve.
g APPROVED FOR 97 UBC RIVERSIDE COUNTY. #342375
STANDARD
engineering
sAN o Go.
IE MP 92 AnaheimCalifornia280
# SAN BERNARDINO COUNTY. 1 00042225A ,C 9 7 ,
SIMI VALLEY.
#0
1 RE S SIM _
Q I VALLEY NO
TESA AC E
TT HM NT
VENTURA C
OUNTY: 99 REQUIRES ATTACHMENT AF VENTURA COUNTY BARRIER REQUIREMENTS F 7 4 30-6114'
#6 Q NTS 1nC.� �. (1 } 6
11 L PLAN
_
SANTA.CLARITA. 306 RE
Q S.SUPPLEMENTAL NOTES
# 'CITY. OF BEVERLY HILLS._ � 1 CONSTRUCTION 0 19 CALIFORNIAF _.
# 3 T BE PER 98 CAU ORNIA UBC AND BEVERLY HILLS MUNICIPAL CODE ARTICLE 6
Phone: 714630-6100
I
'STANDARD POOL <:
,I.
f
I :
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f :
05/25/2001 FRI 11:33 FAX
INSULAT101'
79-
R
Description
Numberand Street" ��.
ft
srslde 27519
Coun ' ".. Tract No Lot Number
ii illitaillation.
1 ROOF BrandName
Mate, nal TerrnalResistance R -Value
Thickness inc ,as
2 CEILING`
Batt o^Tvoe BATT Brand Name CERTAINTEED
Thlckness, m, les 12 TherrrrahRssistiance. R -Value R-38
Loose Fill T ✓ 'BLOWN,IN Brand CERTAINTEED ..
14 314 inches
Contractor's r n installed welght square -It 0.615
Manufacturer installed weight per square foot to'abil . 6 Thermal Resistance (R -Value} R38
A.
3 EXTERIOR V '1.L
Frame_T
A Cavdy ins ;stion BATT
Material
Thi�cknes,'ew inches) 31/2
Be Exterior F itm Sheathing
Material
Thickness nehes)
l
4 FLOOR OVE ; GARAGE AREA
Material
Thickness :hes
Brand,Name CERTAINTEED
'Thermal Resistance (R .Value) R-13
Brand Name
Thermal Resistance R -Value
Brand Name ,
Tt ennel Resistance(R-Value)
5 SLAB FLOC PERIMETER Brand Name
material
Thickness i'.hes Thermal;Resistance ue
R-Val
6 FOUNDATI1 1 WALL Brand Name
MaterialTherimal`Resistance: (R -Value)
Thickn s 'les ;;hes
Declaration
I hereby oert* 'iat the above insulation_was installed in -the building and the above location in conformance with the current
Energy Efcier .e Standerds for. residei i al buildings (Tit! ;24 part•6, Califronia Code of Regulations) as indicated on the
Certificate of C mpliane , where.applicable:
2,3A! 4!25101 PARAGON INSULATION
item #5nature, Da Installing Subcontractor (Co. Name) OR
General Contract (Co. Name) OR Owner
Item #s — Signature, Date Installing Subcontractor,(Co. Name) OR
General Contract (Co. Name) OR Owner
Items — Sl9nature, Dat Installing Subcontractor (Co. Name) OR
General Contract (Co. Name)*OR Owner
Z002