06-3456 (RPL)F P.O.' BOX 1504 VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Da 9/26/06'
Application Number: C.0.6-000034567 Owner:
Property Address: 80710 VIA PESSARO CARY RANEY O
APN: 772-500-007- - - 18797 VISTA DE MONTANAS O
Application description: POOL - . RESIDENTIAL MURRIETA, CA 92562
Property Zoning: LOW DENSITY RESIDENTIAL ------- ------------ ----- - , 49Application valuation:' 27125 1S d� .
Contractor.
Applicant: Architect or Engineer:- Owner
--------------------------- --
LICENSED CONTRACTOR'S DECLARATION - - WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with 'I hereby: affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: License No.: _ for by Section 3700 of the Labor Code, for the performance of the work for which this permit is - -
.issued. ..
Date: • ' `Contractor: - _ _ 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
OWNER -BUILDER DECLARATION - insurance carrier and policy number are: -
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the - Carrier Policy Number -
following reason ISec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to I certify that, in the performance of the workfor which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, - -
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State - and agree that, if I should become subjec a workers' compensation provisions of Section -
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or .. 3700 of the Labo ode, I half forthw' t c ply with those provisions.
that he. or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by _ any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ate: scant: -
( 1 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 and Professions Code: The WARNING: FAILURE TO SECURE W RS' COMPE OVERAGE IS UNLAWFUL, AND SHALL -
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL. PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are notintended or offered.for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST,. AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or -
improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT
1� 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of'Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed. . 1. Each person upon whose behalf this application is made, each person at whose request and for - -
pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant -to any permit issued as a result of this application, ,
(_ 1 I am exempt under Sec. &P.C. for this reason - the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City '
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
5ate/ �2 UOwner: ' 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
�con
ION DING AGENCY permit to cancellation.
I hereby affirm under penalty of perjury that there iion lending agency for the performance of the I certify that.I have read this application and state that the above information is correct. I agree to comply with all
- work for which this permit is issued, (Sec. 3097, Ccity and county ordinances and state laws relating to building constructio and hereby authorize representatives
of this 6n t enter upon the above-mentioned grope for inspec n p rposes.
Lender's Name: q - -
ate:!/Sign re (Applicant or Age .
"Lender's Address:
LQPERDIIT
Application Number .
. . . . 06-00003456
Permit . . .
BLDG POOL PERMIT
Additional desc .
Permit Fee . .,
271.50 Plan Check
Fee
176.4E
Issue Date
Valuation
27125
Expiration Date
3/25/07.
Qty" Unit Charge
.Per
Extension
BASE FEE
252.00
3 .00 6.5000•
THOU. BLDG 25,061-50,000
• 19.50:
Permit
MECH POOL
Additional desc .
Permit Fee . .
26.00 Plan Check
Fee
6.50
Issue Date
Valuation.
0
Expiration Date-
3,'25/07
" Qty Unit Charge
.,Per
Extension
:BASE FEE
15.00
1.00 11.0000
EA MECH FURNACE >100K
11.00
Permit . . . ..
ELEC POOL PERMIT -RES
Additional: desc
_ Permit Fee
45.00 Plan Check
Fee
11.25
Issue Date . .
Valuation
. . .
0 ,
:Expiration Date
325/07
Qty _ Unit Charge
Per
Extension
"BASE FEE
15.00
1..00 30.0000
----------------`-------------
EA ELEC PRIVATE SWIMMING
-=---------=------------
POOL
---.- -------
30.00
----------
Permit .. . . . . •
PLUMBING'
Additional desc .
Permit Fee_
33.00 .Plan Check
Fee
8.25
Issue Date .. _
Valuation
. . .
0 `
Expiration Date ...
3/25/07
Qty Unit Charger
Per
Extension
BASE FEE
15.00
2.00 6.0000
EA PLB FIXTURE
12.00
1.00 3.0000
EA. PLB WATER INST/ALT/REP
3.00
" 1.00 .3.0000
EA PLB GAS PIPE 1-4 OUTLETS
3.00
Permit . . .
WALL/FENCE PERMIT
LQPERMIT
,.
..
Application Number . .. . 06-00003456
'
• PermitWALL/FENCE PERMIT
Additional'desc .
Permit Fee43.00 Plan Check Fee
.00
Issue Date . . . . Valuation
1875
Expiration Date 3/25/07
s
,
Qty Unit Charge Per
Extension
BASE FEE
15.00
14.00 2.0000 HND BLDG 501-2,000
28.00
` �,.
-----------------------------------------------------------.--------------_--
Special Notes and Comments -
;
>i
POOL/SPA, 75 L.F. 6' GARDEN WALL AT
LEFT P/L. ALARMS/BARRIERS SHALL BE IN
PLACE AT.PRE-PLASTER INSPECTION.
••
EQUIPMENT ENCLOSURE NOT INCLUDED` `
t:
r
• k
'+
Fee summary Charged, Paid Credited
Due
----------------.-----------------------------------------
'Permit Fee Total „418.5-0 `e .00 .00 '.
418.50
1'
Plan Check Total 202.48 .00 .00
202.48:
`£ `
'
Grand Total 620.98 :00 .00
620.98,
7
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y 1-trli" ........ ...: • : � •. .. : •,�., ... / � IiIN'il(�II III
—'Exposed a re atebnc. ad
11 99 9 _ p i iill ilm
.with 1 /4 bel Rio stone find Davis �
'color''Omaha'TanR :. �-� VII11{1 �
r Ill 11111"�, _ _ >n
-killA
1H.
ilu rn" O
iiirws(!
li'rwil 41
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ac cond. ;11*PL1' r,
Trash Area 1 !i �lll$II
i q I MII
O p 1 f iilm4f� ® , .J
�.. i ' I!IIiI�II LW
i —� — _-- — _ _— ---- i i 1i1� li fin! n ± r
—•- 3 i i i �_ I Iwuna+f � � •
Ito
Exposed ag regate cant. dri
( —» i air+I nlli.a I N
with 3/8" 1 Rio stone and vi III 11 ,11 N
l�Nulrul I �
I i ' Inlmirliit�
'• rn \ i
color 'Omaha Tan' saw cut in 0' y Q
U j diagonal patt n
i (!In Ilhii V
' i 1 ;If
JINIIIIIII L
12" cont. band 1 ith acid was d fl ish "^I' f
{ an nimi 1 t ° W
and Integral OaVi color "Laked own". 1 '" ""' + N
l � I NIiI IIIIO
! Eldorado stone ire on wai owl" l' W
( i 10'-0" face with colored cond. cap. ( ( {{;IYBq f �`
IxN luyll �`
l Use Fieldledge �C Hilist ne mix ( in rlll,l
r
i if ' Q
3' high screen wall ea side o ria 1j�;M( iiF� a.
----, ,i to screen gueg g
t in i Mi
-- — � 1NJ+Inni �.
i1111111Ai
L — UJI lu u laid .
o N dl l �
+ IIIIH INMl
-- - Exposed aggr gat c nc. driv I Ilr�lirauJ r
I ww[
with 1/4" Del, Rio sto a and vi au lllu�ii N
tain 131
color'Omaha Tan' ! plr ! it04 LU
-1111 4N{I
all]IIIIAifI
, unu i n•,
111 Alll dll!l� 9
Pilasters 3 -q high O
?j l i!lili 6r1 W
!
gooiiiigiiiinM 0—
ia
CHIN
loiiin a W
I , lµ11 111 Ul�
i �n iii{1111
I i � ��• i 1 �, 1 r iii _ I- ,i mn u uL O � h
li 111111 ii� _
r ' � I 1"NIIiM
I 1 � I • I. 1 ' til*111
LO
VF
f
I
.. .. j : ...,•..., .....,... ( 11 'ill x0
........ I
Eldorado stone veneer on
— -1 with colored cone. cap.
face �
Use Fieldledge & Hilistone mi
yl r1 nnG
, in I nall"v_,c
i 1 I
1
Q
{ I LI_
t
iii
t Lu,
W >, Ci
Q ac cond. i ; o ( I • n�1 i O
LLJ
[ i i � I . ... Inn �• iY '^ �� _G
¢ (Da
nn
LIJ
6' cont. bilk wall with exterior ro{' � S�y�
plaster to match house -typical ;' "�' Q
ann
121
.�•.1F1
N
j 1!
i nwl'" it
•IrL:11F���1�J
P cq' sou
, IiE
1!•
- lily _•��
. •
.G
•nr 1
►111 u
SW
�" ¢
- - - 1llyli�,ii��3{l11CL
{{-111
I MTI :Jii}3{I{CI -
Tti ii--YYII .r..11
• .-1�'..
10IIil r' Epf Uj
-
nw
• Ila nmm 1 �— any/.
miilll
K eIN ir)"� 11!
f � T
tn•i I��I�I�1,
x g DATE:
'- p FIill991g1 2/22/06
F;Iq� SCALE:
rxxrnn,��s.Hr�
atoned
taaml�prlg
1/8 "=1'-0"
a�c� e•..
teltirl
I hlw��
1 u Illh[i!""Eli''
r n+p�l!ai�al�'4
1'1IC111�uPdN
r t:w Ii1��44
j:
I
CALCULATIONS
THIS DETAIL TO BE USED WHEN EITHER OF 'A'
•
SOIL,
RM
WATER
RM •.
ft -1 :
Mom
CASE i
SOIL
CASE A
d2
WATER
.
-
THE FOLLOWING (2) CONDITIONSEXIST:
x
ps.L
N-6"
429
446
106
-53
460 .
3`
3"
#3 0 12'
18049
..
MOMENT:
1. 'A' IS LESS THAN 10'-0".
' 640
666
124
-55
co�INc
3-
3"
#3 0 6'
13826
547
13.9
METHODOLOGY: -
}
RESISTING
2- ALTERNATE CONDITION BELOW.
226
x-14
OPTIONDAECK
ANDARD
BOND BEAM PER STDTL
TOP OF BOND BEAM
16466
757
20.8
6'-0'
2160
7 = EQUIVALENT FLUID PRESSURE
RESISTING MOMENT ABOUT POINT A
84 ,
2517
3X"
434-
L A
STRUCTURAL PLAN
S 11
17190
(WALL W/ R.B B.)
25.7
7-0"
3430
3567
974
CASE
RIA = Wadi•.+ Wed= + .. Wad.
4%-
5%-
odd 3 #4
14580
j12 W/ BARS
27.2
8'-0'
5120
5325:
2134
812 ..
6137
1
OTM = 1/6 y '. Hs . WHERE y g" 60 pcf
. W = d1.. w d,
17031
824
v.
8'-6'
6141
6387
4695
578 '
6965
434'
1 734
godd3
17977
819
40.1
10'-6"
11576
5325
3365
787 "
NET MOM - OTM - RESISTING MOMENT
1
W2
7`18584
1
Wz
805
32.4
11'-0-
13310
6387
7287
170
6557
8H'
7"
0
864
35.6
CSE g
OTM = 1/6 y H3 . WHERE •y = 62.4 pcf
W
d'
W
d a
HORIZONTAL STEEL
#3 BARS 0 12' O.C.
,t
a
m
c
'cs
_
N
rn
Co
o
NET MOM = OTM +' RESISTING MOMENT
s
t
d •
{
d
W. _ "t
of segment„
VERTICAL STEEL
TYP. THROUGHOUT
m
c
U3 > c :
(j Q o co
c�
M(12 in/ft) Mt (12)'
da
d
SEE TABLE 501.
OF BOND�1 AM
N
b
fs t , a
As j d As (0.887) d
W4
a
w+
s
(EXPANSIVE SOIL)
(STANDARD WALTOP
M 2 12 in ft
d
W
W
d
'`
STANDARD BOND BEAM —fir
-�•i Z
c
j It b d
MAY BE PLACED 0 TOP l
w
` ►- .
'Z
..
cu m
o N
t
Mt (2)(12)
CASE 1 CASE 1
OF WALL or 0 WATERLINE
-WATER UNE
a
D_ ti
Q
a
a.
(0.887x0.339)(12) d = < 900 psi
_
io Rc 3CDT
`
..y
LOADING DIAGRAM:
BEGIN14NG 0 D = 5'-0•
2 .
d1
tc (1/2) �I
THIS DETAIL IS DESIGNED FOR
USE #3 BARS 0 12' O.0
1
`
(12 In/ft) j d
EACH OF THE LOAD CASES DEFINED BELOW.
<
o
BEGINNING 0 D - 6'-0'
OR MORE USE #4 BARS
p
F,
iy C
C
C < 49 psi
~
0 12. O.C.
`,�
'� •-
2 12 0.887 d
(x x )
t
i'c =2,000 psi
.
,�
C
•pt
Fs = 20.000 PS
UNDISTURBED SOIL z
1000 PSF MIN.
,�
HORIZONTAL STEEL
0
0 C
fc=0.45fc=900 psi
BEARING VALUE `r
`g
o
a #3 BARS 0 12` O.C.
0
d Q)
TYP. THROUGHOUT.
Vc = 1.1 = 49 psi
y = 60 P.C.F. y = 62.4 P.C.F.
..
DISTANCE TO DAYLIGHT - 'Q'
n
.
Q = h/6
(10-0 MIN.. 20'-0" MAX.) OR PER SOILS REPORT.
..
..
CASE 1 CASE 1
IF 'Q'
IS LESS THAN h/6 (10'-0- MIN.). USE DETAIL 1}552
�
TABLE 501
CALCULATION RESULTS:.
VERTICAL
STEEL
TRANSITION WALL
SEE TABLE 501, TO FLOOR STEEL
`
FREESTANDING WALL
THICKNESSCKNESS
EXPANSIVE SOIL
EX
dl & d2 TO BE
EQUIVALENT FLUID PRESSURE - 60 P.C.F.
ALTERNATE CONDITION
CHANGED UNIFORMLY.
RESULTS FOR N0 RAISED BOND BEAM
10'-0" OR LESS
SEE TABLE 501.
r
DED nNETdi
SOIL
OTM
WATER
OTM .
SOIL,
RM
WATER
RM •.
ft -1 :
Mom
CASE i
SOIL
CASE A
d2
WATER
VERTICAL
STEEL
fs
p.a.L
fc
ps.L
x
ps.L
N-6"
429
446
106
-53
460 .
3`
3"
#3 0 12'
18049
478
10.6
4'-0"
' 640
666
124
-55
685
3-
3"
#3 0 6'
13826
547
13.9
5-0'
1250
1300
226
x-14
1409
3"
334'
#3 04-
16466
757
20.8
6'-0'
2160
,2246
469
84 ,
2517
3X"
434-
#3 0 3'
17190
824
25.7
7-0"
3430
3567
974
319
4074
4%-
5%-
odd 3 #4
14580
803
27.2
8'-0'
5120
5325:
2134
812 ..
6137
434'_
7'
17031
824
35.6
8'-6'
6141
6387
4695
578 '
6965
434'
1 734
godd3
17977
819
40.1
TABLE 501
RETAINING b' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. o z
WALL BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED' OR 'H' DEPTH. QQ1 FE /ocn v a
(SEE STANDARD STRUCTURAL PLAN. DETAIL 14) �O O L �, i z ? -
RESULTS FOR, 2'-6" MAX. RAISED BOND` BEAM ADD BARS
HELM
SOIL
�-1
WATER
OTM
SOIL
'RM
0'
WATER
ft -f
NET
Mom
CASE I
dl
SOIL
CASE tl
d2
WATER
VERTICAL
STEEL
pfs.i.
ps.i.
1pfc
s.l
3'-6'
-429
10
106
-53
323
3'
3'
03 0 12"
12657
335
110.2
4'-6'
911
83 , ,
' 127
-88
784
334'
3'
03 0 6'
13474
487
14.5
5'-6'
1664
281
149
-110
1514
336-
3-
#3 04-
17695
813
21.6
6'-6"
2746
666.
193
-209
2554
-5%'
3"
2'-0-
18585
653
19.2
7'-6':
4219
1300
368
-200
3851
6%*,
3'
#3 0 3'
17881
785
21.7
8'-6'
6141
2246
; 764
-76
5378
7%*_
4%*
18992
751
24.1
9'-6'
8574
3567
1570
147 ,
7004
834' '
534'
godd3
15850
780
26.5
10'-6"
11576
5325
3365
787 "
8211
834'
7`18584
805
32.4
11'-0-
13310
6387
7287
170
6557
8H'
7"
18197
864
35.6
REINFORCING DIAGRAM
12' 12`
POOL TO BE
TIED W/ #3
BARS 0 12`
O.C. VERT. &
HORIZONTAL
THROUGHOUT.
POOL
DEPTH
NO RAISED
BOND BEAM
REO'D
TRANS.
D
d 1
d2
VERTICAL
STEEL
0 to 2'6"
3"
3"
#3 0 12'
2'-0"
3'-0"
3"
3"
#3 0 6-
2--0-
4'-0'
3-
3-
#3 0 4"
2--0-
4--6-
3-
3"
#3 0 4-
2•-0-
5'-0"
3"
3'/1"
#3 0 3"
2'-0-
5'-6-
336-
4-
w2'-0-
2'-3-
6'-0-
3%-
434'
add 3 #4
2--0-
7'-0'
434-
534"
add 2 #4
2'-9'
7'-6'
434-
6-
2'-0-
8'-0-
4%"
7"
add 3 #4
2'-0-
8'-6-
434"
7%-
1
2'-0'
v
WHEN SPECIFIED WHEN SPECIFIED
ADD (2) #4 BARS ADD (3) #4 BARS
PER FOOT. PER FOOT.
f EVENLY SPACED. EVENLY SPACED.
TOTAL
HEIGHT
2'-6` MAX. RAISED
BOND BEAM
REO'D
TRANS.
H
Cj
dZ
VERTICAL
STEEL
0 to 3'0'
3'
3"
#3 0 12"
2--0-
3--6-
3-
3"
#3 0 6-5'-0'_
4'-0"
3%'
3-
2--0-
4--6-,
334`
3"
#3 0 4-
2'-0-
5'-6-
3%'
3-
Oc -
Q
2._0-
6'-6-
5%-,
'- 3- .
#3 0 3.
2'-3-
T-0'
634"
3'
2'-8-
T-6"
634"
3`
add 2 #4
2'-9'
8'-0"
7'
3%'
2'-9'
8'-6"
734"
434"
add 3 #4
2'-9'
9'-0'
8%.
5"
2'-9'
10'-0-
834"
6`
EQUIVALENT FLUID PRESSURE `= 60 P.C.F.
10'-6"
834'
7"
DETAIL #501
11'-0' :
834"
T •
`,
ce a w sruraarvasoti wwsrc �wsx. rwsocrwer.- TO I.L O.swvwarsvJcvaonoawursrr COPYPJGHT 2006. POOL ENGINEERING INC.
o_ C)
?
U
7 6 rn
E 630 7oLn
Wo
3 N J
�i
®IV16 - ��
} o
J W 0-
Z
MGI
O?
Oc -
Q
J Z
z
DATE: 07/06/06
CL N v,,
CALCS BY: A.C.,3
CHECKED BY:. R.LL
a
FREESTANDING WALL
IXPANSNE SOIL
EQUIVALENT FLUID PRESSURE `= 60 P.C.F.
DETAIL #501
ce a w sruraarvasoti wwsrc �wsx. rwsocrwer.- TO I.L O.swvwarsvJcvaonoawursrr COPYPJGHT 2006. POOL ENGINEERING INC.
POOL
DEPTH
NO RAISED
BOND BEAM
BARS 0 r
1- 12'
VERTICAL.
STEEL
O' to 3'
/3
tY O.C. E.W.
POOL,TO BE TIED
X-15",
12'
IN POOL FLOOR.
W BARS 0
0
12"
DISTANCE TO DAM"T - '0' ' T-6•
4'-6".
12 C. VERT.
.0. = h/6 (10'-0' MN., 20'-0' MAX.) OR "-
'G'
12'
IC HORIZONTAL'
THROUGHOUT.
V-6"
PER SOILS REPORT. IF IS LESS THAN SOIL OR
`- t1
S. 2'-0' MAX
tY IAM.
6' 2'-0' MAX
jf MIN.
6r -6w
12w
• "
7--0',
12'
'
i-6'
CONDITION C:
-
8'-0 .:.
•
BASIN WIDTH
4 4 BARS AT TOP.
O#
BASIN WIDTH
(4) N BARS AT TOP.
W LEN SPECIFIED WHEN SPECIFIED
VANISHING EDGE
STANDARD POOL STRUCTURAL PLAN; STRUCTURAL NOTE #1 IS REPEATED HERE
ADD (2) /4 BARS ADD (3) N BARS
CAN71LEVERED BASIN
FOR EMPHASIS: s:
T 1. SOIL SHAtJ HAVE A MINIMUM BEARING VALUE OF 1000 P.S.F. CONCRETE SHALL
PER FOOT. PER FOOT.
EVENLY SPACED. EVENLY SPACED.
z
r BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED.
-z
NOTES:
90% COMPACT FILL -THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS
1. THE : BASINS ARE DESIGNED AS •
FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL.
& FLOOR
• SUCH AS CUT—FILL TRANSITIONS.
TIIICICNESSES SHALL NOT BE EXCEEDED.
• •
SEE BACK• FOR CALCULATIONS
2 LAP ALL STEEL 24' MIN.
3 MAINTAIN STEEL 3 CLR.- FROM EARTH.
#3 BARS 0
(2) #4 12' A.C. VERT.
2'
CLR.
2 /3 BARS 0
0
B RS YO.C. VERT.
d .• �•
�w o'
rn
BARS
CL
_ c o
�,
W m
'
6. 2'-0' MAX
1Y MM.
N
-
FOR STEEL
FOR STEEL +
U Q E o
,
BASIN WIDTH
-
,.
(4) /4 BARS AT
TOP.
EARTH LEVEL
2'
qR
REINFORCING
SEE TABLE 650.
EARTH LEVEL
REINFORCING
SEE TABLE 650.
9 "�
3 L) •r
MAY BE AT
TOP OF WALL
E0. E0.
t CL
'o
EO EQ
MAY BE AT
ry
t- !✓
o
TOP OF WALL `
to Z m vcq m
/3 BARS 0 12'
it
N c m t
O.C. HORIL
-.�
¢ ti a
o
Zv
n
.i'
v
I /4 BARS 0 6'
O.C. VERTICAL
24MN. LAP
y
�(2) #4
�3 BARS 0
Y
CLR
w j4 BARS 0 B'
�!
>
'OR
BARS..
,1 D. VERT.
N
O.C• VERTICAL
>
�'
,.
3 BARS 0 12'
0
UNDISTURBED SIA
90x COMPACT FiLL�
U
C
EARTH LE -VEL
2'
FOR STEEL
REINFORCING
t
C HORIZ
•`
MAY BE AT
CUE,
SEE TABLE 650.
�±
BARS 0
"'
►-
4 BARS
N
TOP OF WALL
E0.
E0.
t
• ' 12' O.0 HORIZ
.�
• 6' 0 C.
0
C
_
Do .•
/3 BARS 0 tY
a''
`
O.C. HOML
.n
f4 BARS
0 Q
/4 BARS 0 6'
/4 BARS
0 6' O.0
O.C. VERTICAL
O 6' O.0
T24' MM. LAP 24' MN. LAP
DISTANCE TO DAYLIGHT - '0'
B'
5
%t = h/6 (10'-0' MIN., 20'-0' MAX.) OR
BARS 0
DISTANCE TO DAYLIGHT - '0'
4'-0'
PER SOILS REPORT. IF '0' IS LESS THAN
w 5
1#2' D. HORIZ
-
'Q' = h/6 (10'-0' MN.. 20'-0' MAX.) OR
PER SOILS REPORT. IF V IS LESS THAN
Zt
h/6 (10'-0' MIND. USE DETAIL X651.
h/6 (10'-V MN.). USE DETAIL /651.
N ISMMED SOIL OR
v •
90x COMPACT FILL.
CONDITION A:�1
A.
CONDITION B: '@
p
BASIN FLOOR BELOW POOL FLOOR H
14 BARS
, .
BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR
6' O.C.'
.y 24' MN. LAP
cT5
3' CLR.
+
J l
N U
W
TABLE 650
Z z
s
J
s
° . •a •
v
I
'D' 'H' IS DISTANCE FROM TOP OF POOL
FE
Q Nd9
N • " CLZ
o
OR
WALL DOWNWARD. BEGN SPECIFIED STEEL & GUNr1E
ADD BARS
'H'
�2Gy
-
W
DIAGRAM
THICKNESS AT INDICATED' OR DEPTH.
o°�
Z " o
'
REINFORCING
(SEE STANDARD STRUCTURAL PLAN. DETAIL /4)
z
POOL
DEPTH
NO RAISED
BOND BEAM
BARS 0 r
1- 12'
VERTICAL.
STEEL
O' to 3'
/3
tY O.C. E.W.
POOL,TO BE TIED
X-15",
12'
IN POOL FLOOR.
W BARS 0
0
12"
DISTANCE TO DAM"T - '0' ' T-6•
4'-6".
12 C. VERT.
.0. = h/6 (10'-0' MN., 20'-0' MAX.) OR "-
'G'
12'
IC HORIZONTAL'
THROUGHOUT.
V-6"
PER SOILS REPORT. IF IS LESS THAN SOIL OR
`- t1
f3 O 4'
6'-0"
•
•
h/6 {10'-0' MIN � USE DETAIL j651. 0% COMPACT
90X COMPACT FILL , '
6r -6w
12w
• "
7--0',
12'
'
i-6'
CONDITION C:
odd 3 #4
8'-0 .:.
•
BASIN FLOOR ABOVE POOL FLOOR
;
12'
• '
W LEN SPECIFIED WHEN SPECIFIED
VANISHING EDGE
STANDARD POOL STRUCTURAL PLAN; STRUCTURAL NOTE #1 IS REPEATED HERE
ADD (2) /4 BARS ADD (3) N BARS
CAN71LEVERED BASIN
FOR EMPHASIS: s:
T 1. SOIL SHAtJ HAVE A MINIMUM BEARING VALUE OF 1000 P.S.F. CONCRETE SHALL
PER FOOT. PER FOOT.
EVENLY SPACED. EVENLY SPACED.
r BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED.
' EQUIVALENT FLUID PRESSURE _ 60 P.C.F. .'
NOTES:
90% COMPACT FILL -THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS
1. THE : BASINS ARE DESIGNED AS •
FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL.
& FLOOR
• SUCH AS CUT—FILL TRANSITIONS.
TIIICICNESSES SHALL NOT BE EXCEEDED.
• •
SEE BACK• FOR CALCULATIONS
2 LAP ALL STEEL 24' MIN.
3 MAINTAIN STEEL 3 CLR.- FROM EARTH.
POOL
DEPTH
NO RAISED
BOND BEAM
D
t
VERTICAL.
STEEL
O' to 3'
12"
#3 0 12'
X-15",
12'
w
4`-0"
12"
#3 O 6' ,
4'-6".
12".1'
5'—'0'
12'
w
V-6"
12"
f3 O 4'
6'-0"
12'
add 2 /4
6r -6w
12w
• "
7--0',
12'
'
i-6'
12'
odd 3 #4
8'-0 .:.
12w
w
;
12'
• '
otr,usssoawwr oc crry av su. Deco wsma wwuz. � � � •..
COPYRIGHT 2006. POOL ENGINEERING INC.
N.66 r^
50 z5
cr. Ex .6- 0- 7
Y
N
� •
CIV1\- �Q'
W
� N p
z w a -
oZ °Do
cw� 0o
>Z J Z -
Q Q
ri1N
DATE: 07/27/06
CALCS BY: ' G.W.C.
w 3
CHECKED BY: R.L.T.
;
VANISHING EDGE
s
CAN71LEVERED BASIN
SOIL
..EXPANSIVE
' EQUIVALENT FLUID PRESSURE _ 60 P.C.F. .'
DETAIL #650
otr,usssoawwr oc crry av su. Deco wsma wwuz. � � � •..
COPYRIGHT 2006. POOL ENGINEERING INC.
MAX MOM FOR VANISHING EDGE BASIN:
fe:=2004psi
I := 62.4-pcf density of water
b :=12•in for 12" wide strip of pool wal
D b :=4.42 -ft depth of basin
t b1 := 6 -in thick of basin wall
width :=2•ft width of basin
t b2 :=8 -in thick of basin floor
W 1'=1tb1'(Db)•150-pcf1•b
W 1=331.5lb basin wall
W2:= [width •Db{y)]•b
W2=551.6161b water
W3:=[tb2•`width+tbl)•150.pcf]•b
W3=250lb basin floor
M :=W �tbl�+1.y Db 3b
1 1
M1=980.924lb•ft mom
2 6
#3 @ 12" O.C. W/ (3) #4 BARS
VIy:=W 1 V1x:=I-T Db 2.b VIy=331.51b
VIx, 609.5361b shear
Spacing :=6 -in
BarNum .
� :_ •m =O.Shn
I blwidth (width t bl
M2:=W1•widtht2 +W2 Z +W3 +2
1 z
+6•y•Db'b
2
cont thick :=8•in
cover :=2•in
M 2 = 2508.04lb•ft mom
V2:=W 1+W 2+W 3
t
V2=1133.11616 shear
Db
b1 MTH
As=0.39Nnz
4 Spacing
VV1
V12
tb2
POOL WALL DESIGN
EFP = 62.4 CLR = 2 STEEL As
#3 @ 12" O.C. 0.110
n = 11.376 #3 @ 6" O.C. 0.220
Fs = 20000 #3 @ 4" O.C. 0.330
REINFORCED CONCRETE: WORKING STRESS DESIGN: VANISHING EDGE BASIN
fe:=2004psi
Fs:=20000psi
Fc:=0.45-fe
Fc=900psi
0.502
vc:=1.1• fc,•psi'3
vc=49.193psi
Es :=29000000psi
Ec :=57004 fc -psi'
E
Ec =2549117�psi n :=Es n = 11.376
c
BASIN FLOOR DESIGN:
#3 @ 12" O.C. W/ (3) #4 BARS
0.698
BarNum:=4
Spacing :=6 -in
BarNum .
� :_ •m =O.Shn
8
cont thick :=8•in
cover :=2•in
d :=conc_thick - cover- m
-
#3 @ 12" O.C. W1(2) #5 BARS
2
z
As:=it-V • 12•m
As=0.39Nnz
4 Spacing
Min Flexural Steel:
b :=12 -in
d - 5.75 -in
200 •b •d = 0.345tin2
As
#3 @ 12" O.C. W1(3) #5 BARS
40000
P:=
p = 0.006
b.d
z
k:=2•p•n+(P•n) -P•n
k=0.301
MAX
j=0.9
3
Ms`.=Fs•pj•b•dz
Ms=3386wft•lb
> M2=2508.04lb•ft
USE #4 BARS @ 6" O.C.
dz
2" CLR, THICK CONC =8"
M :_Fclkb
c 2
M -402H -lb
°
FOR BASIN FLOOR
V:=vcj•b•d
V=3054.1b
> V2 = 1133.116lb
BASIN WALL DESIGN:
FT -LB
BarNum:=4
Spacing :=6.in
:_ BarNum.
•m =0.5 -in
FT -LB
8
cont thick :=6•in
d :=3•in
OTM,�
i
As := rz 12 -in
As =0.393,io
t
4 Spacing
roe
Min Flexural Steel:
b :=12 -in
Ms
200 •b •d = 0.18^inz
As
3
40000
p:
P=0.011
12.0
b•d
0.001
0.288
z
k:= 2•P•n+(P•n) -P•n
k=0.389
11284
j:=1 -k
j=0.87
446
3
446
12.0
M s:=F s•p j-b•dz
M s=1709-ft•lb
> M 1=980.924lb•ft
0.904
1626
USE #4 BARS @ 6" O.C.
M :=Fclkbdz
c
M-1372>ft•lb
c
THICK CONC=6"
2
666
FOR BASIN WALL
V:=vcj•b•d
V=1541^lb
> Vlx=609.5361b
Fc =
900
#3 @ 12" O.C. W/ (2) #4 BARS
0.502
#3 @ 12" O.C. W/ (3) #4 BARS
0.698
#3 @ 12" O.C. W1(2) #5 BARS
0.730
#3 @ 12" O.C. W1(3) #5 BARS
1.040
MAX
MOM
_.
ALLOWABLE MOM
FT -LB
FT -LB
FT -LB
MAX
FT -LB
FT -LB
H
OTM,�
OTMt..i.
MT
t
' dia steel d As
roe
k
j
Ms
MC
3
281
281
12.0
0.375 9.813 0.11
0.001
0.288
0.904
1626
11284
3.5
446
446
12.0
0.375 9.813 0.11
0.001
0.288
0.904
1626
11284
MAX MOM FOR POOL WALL:
4
666
666
12.0
0.375 9.813 0.22
0.002
0.380
0.873
3142
14385
4.5
948
948
12.0
0.375 9.813 0.22
0.002
0.380
0.873
3142
14385
5
1300
1300
12.0
0.375 9.813. 0.22
0.002
0.380
0.873
3142
14385
H:=8.5 -ft pool depth
5.5
1730
1730
12.0
0.375 9.813 0.33
0.003
0.442
0.853
4602
16325
6
2246
2510
4756
12.0
0.500 : 9.750 0.502
0.004
0.511
0.830
6767
18149
6.5
2856
2510
5366
12.0
0.500 9.750 0.502
0.004.
0.511
0.830
6767
18149
7
3567
2510
6077
12.0
0.500 9.750 0.502
0.004
0.511
0.830
6767
18149
M 3:= M 2+ Ery •H3•b
7.5
4388
2510
6898
12.0
0.500 9.750 0.698
0.006
0.567
0.811
9197
19684
8
5325
2510
7835
12.0
0.500 9.750 0.698
0.006
0.567
0.811
9197
196841
z
V3:=2•y•H •b
8.5
6387
2510
8897
12.0
0.500 9.750 0.698
0.006
0.567
0.811
9197
19684
...1 ..H:i
POOL FLOOR DESIGN: H:= 8.5 -ft t floor =10.5•in thick of pool floor adjacent
to pool wall
w :=y -H-b + 150•pcf•t floor•b w = 661.65p1f M -3:=M 2+ T -W -b M 3 = 8894.94lb•ft
a 1 :=7.5 -ft distance away from pool wall that floor must have
increased thickness
P:=Z{IOOOplf-w)•al P=1268.813lb a2:=W s2=1.918ft
M
e req := 23 a ieq - 7.0111
a
e:=al+a2- 21 e=6.918ft
POOL FLOOR DESIGN: H :=6•ft t floor :=8•in thick of pool floor adjacent
to pool wall
w:=y•H•b+150.pcf•tfloorb w-474.4plf M3:=M 2t 1•1 H3•b M3=4754.44lb•ft
6
a 1 :=3.9 -ft distance away from pool wall that floor must have 82 := P a 2 = 2.675 ft
increased thickness w p
e
P:=1.(1004p1f-w)•a P=1024.9216
1 M3 w
M3
e req : P e req - 4.639 ft 1000 PLF
s1 P
e:=a1+a 2- 2 e=5.275ft
at a2
POOL FLOOR DESIGN: H :=4•ft t floor:=6•in thick of pool floor adjacent
to pool wall
w:= y •H -b + 150-pcf•t floor•b w = 324.6pif M 3 :=M 2+ t •y H'.b M 3 = 3173.641b -ft
6
a 1 := 2.35•ft distance away from pool wall that floor must have
increased thickness
P:=2{I000plf-w)•al P=793.5951b a2:=P 32=2.445ft
w
M
e req := 3 e req - 3.999 ft
P
a
e:=al+a 2- 31 e=4.012R
M 2 = 2508.0416 •ft
M 3 = 8894.94lb•ft mom
V 3 = 2254.2 lb shear
__ _ _
q _ r., . ��.:..
%
,,„ , .,
I :. , 12"
.4 . NON -EXPANSIVE EXPANSIVE
I GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
FDE"G
COUNTY Mit s BAR BOND BEAMI REQUIRED -�i _1.
• v O (6) l4 BARS -0
T RECOMMENDED DETAIL' TAB SOIL' SOIL ,
BE INSTALLED , `APPROVED SEALAN {PER �) ';` 1"OR THECITY OF LOS • < ;: � 1. TFIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CELLR PLOT PUN � WIDEN REQUIRED BY THE BALDING OFFICIAL, GLAZING SHALL COMPLY 1YITDi 1HRE uTIST ADOPTED` - W EXPANSIVE SOIL EQUIVALENT EQUIVALENT BOND BEAMI. FFINISH BOND BEAM W/ (4) #3 SHOWING POOL Mt OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE. SLOPES AND : ' EDITION OF THE CBC SECTION 2406.4. ITEM 9 INCLUDING LOCALLY ADOPTED AMENDMENTSE W/ DTL. J8 ` REQUIRED /. NO. y ANGELES ONLY. L11 .. ,.. . , FLUID PRESSURE FLUID PRESSURE . • , Y GRADE. BARS PER TABLE N0. 1 & • STRUCTURES. N THE CITY OF LOS ANGELES. THE POOL LOCATION SHALL COMPLY WITH THEL GAZING N WALLS AND FENCES USED AS A BARRIER SHALL SAFELY GXJLDNC WHEN ALL• a ..: :. N DETAIL 2.COPING a. , : #1 CITY OF i0S ANGELES ZONING CODE IN SAN BERNARDINO COUNTY POUL APPROVED FOR 1/8 - 30 P.C.F. , 45 P.C.F. ' _ OF THE FOLLOWING CONDITIONS ARE PTiESENT. • BARS BENT ` - PRIVATE USE ONLY, A SOILS REPORT MAY BE REWIRED N EXPANSIVE SOL AREAS AND THE .
OOT. OND BEAM SEE TABLE N0. 1 , I • • '• . - %3 , _ A THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE POO SIDE OF THE O AZAIG.
B SEE DTL . O 48` D.C.- a POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDNO COUNTY ZONING COQ
AWAY FROM POOL ; . - • _ #i GLIDING 15 WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA • .
& DETAIL' 12 . , , „ , . , BARS VERTICAL.. = m Z REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE RELYING &"11 11
R
. .. , _ , ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF :
- IN �, , _ SEE TABLE Na 2. '�wATER . CONTINUOUS SHOTCRETE INSPECTION ,
iG ! 3 CER. THIS STANDARD STRUCTURAL PUN FOR THE ACTUAL SITE CONDITIONS. SHOULD SI
BOND : , <. ." . .:, ; , LINE. WHERE RE ALL PNEUMATIC CM0 M PLACEMENT SHALL BE INSPECTED BY A SPECIAL
. .. � > .. a _ CONDITIONS Y FROM THAT THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN. IT THE
M m
; BEAMS ... - ' . •: < C; U A T NOTIFY GIN N IN NSPECTOR INN CONFORM NCE INTI UBC CBC SECTiON 1701, WIHo SHALL SUBMIT A STATEMENT
t . COPING NOTE COMPACTED 2 1/2 RES'ONSIBI TY OF THE CONTR C OR OR THE OWNER TO POOL EN EER G G AND .. /
, .:. ' ,` .' a 0 OBTAIN APPLICABLE SPECIAL ENGIND7RING DETAILS PRIOR TO CONS1RlDnON. EXPANSIVE SOL `: 'INDICATING COMPLIANCE WITH THE PAWS AND SPECIFICATIONS. THE FOLLOWING AGENCIES AMONG
ZI'll •
O - ., .0 , , _ < M ::: ; 3 4:. BOND BEAM HORIZ. BARS .FILL : CER.. - : <, -. oTIIERs RE4uIRE cbNTNuaus NSPEcnoN. , : . ; .
O iR O BOND BEAN PER TABLE < • DETAILS ARE YAW D QNLY FOR STATED EQUIVALENT Ft11D PRESSURES AND POOL ENGINEERING 1,16 i N
a * o BARS BARS MAY BE OVER OR UNDER `Z, = o V U) NC. RECOMMENDS THAT THE OWNER GR CONTRACTOR OBTAIN A SOLS REPORT. , A. CITY OF LOS ANGELES INSPECTOR MUST BE APPROVED BY T►E DEPARTMENT OF BUILDING Nk
7d- , z #3 POSITIVE NO. 1 (EXPANSIVE SOIL) 9 z
- °„a1. - - . t vERTCAL BARS ,
.. „ ... , .. p - W o -� 3 THIS PLAN IS NOT VALID 1IT.QUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING SAFETY. PER RGA 14-67.
VERTICAL VERTICAL DRAINAGE & DETAIL 2. �O
. ''i it : ; : I a
. - . .:.s4 < D R t t
v CT)tiDITONS APPLY (PER LATEST ADOPTED ELATION OF THE CLIC SECTION 1806.5.2 TFHROUGIR .: B COUNTY OF VENTURA ..
_ _; . : rn
X STEEL STEEL TABLE F w 0 t f
. 3 EXPANSIVE .(, "t p 806.5 4. N 1fENTUIRA, LO5 ANGELES COUNTIES b MIN. IS 1 i/2 k 'X' MN. IS 2 1/Y). . C. THE CITES OR BEVERLY HILLS. COSTA MESA, CULVER CITY CYPRESS. FULLERii)N, HERMOSA BEACH;
r-
�-
r . ` • �� ' • �� Q ¢ iRV1 NEWPORT LA .ABR U PALM UGUNA ELSN CH
x t 2 w 3 0 1 -0 M 3 0 12 5t 0 12 NO. 2 SOIL 6 m CAL NE; ).EACH, A. A. tells tAKE OLE, LONG MACH,
I ALLOWABLE 5 / ro a 2A 2%r _ _ %0 y`' SPE DETAIL REWIRED WHEN
9 . < LOS ALAMI MISSION VENO SEAL BEJI 5TANTON IUSTIN PARK It IAIINSTER
. D
t
VERTICAL
STEEL '-r.
2.6"
W
3 0 12"
3'0'
6"
'
4.0"
6'
3 0 6"
5'0"
7'
�,
5.6"
8"
"
6'0"
8"
3 0 4"
7'0',
8t
"
P.C.
9t
.
8'0"
10'
•
8'6
10"
"
I �.O
`
\ t\
1:2
N . `
-
`
- - :.. a
FOR DETAILED 1NSTRUCTON 'SE'E _ . -,
b' 15 LESS THAN POOL DEPTHSPECIAL DETAIL I
D. N THE CITY OF SAN DIEGO, PNEUMATIC CONCRETE WORK NOT FULLY SUPPORTED ON
. s7F
Fq
`
\
" ,
-°'°
w
o
OR H/4 (7.5' MAX H/4) '- REQUIRED WIEN 'A'
.TOE OF SLOPE N LESS T.Ait 10'
EARTH MAY REQUIRE CONTINUOUS INSPECTION AND VISUAL EXAMINATION FOR STRUCTURAL
SOXi1NESS OF N PLACE PNLUNATIC CONCRETE
�,
� •,.
_ - -
5 t
5 t ,.
TOP DIF
Tifi.E 24 '
�q
r
_ i
AT THE BOTTOM ff TEAS DETAIL ,. ' ` ; :-: - APPROX. 3" BELOW
)
3'6"
- b' 'A SLOPE
MANDATORY REQUIREMENTS FOR POOL d: SPA tIFATING SYSTEMS EQUIPMENT: :- '
A
5 ,
'� ''
6"
`
_
, • i. SYSTEM IS CERTIFED WITH 78% THERMAL EFFICIENCY (PER LATEST ADOPTD ANSI STANDARD)
-
6'4* #3 0 4"
O
6"
6"
s•o"
Y ACCESSIBLE ON-OFF SWITCH. WEATERRPRROOF OPERATING INSTRUCTI NS ON ENERGY
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ENT OPERATIONS. NO ELECTRIC RESISTANCE HEATING AND NO PLOT LIGHT
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-
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. A. AT LEAST ' PIPE FILTER � WATER FOR FUTURE SOLAR WAIING
7 tot" 13 0 3"
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19
A '
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3. POOL SYSTEM HAS DIRECTIONAL INLETS Mt A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF
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.
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OPERATION. •,
#3 0 6` O.C.
Z
-
03'
04" 03' 03"
4. THE STANDARD POO. STRUCiURAL PLAN .IS NOT INTENDED l•0 BE APPLICABLE TO NON- "
FENCING AND BARRIERS ;' ;. : • .
.. VERTICAL STEEL
4'-0' `
SiRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL. FENCING, CONCREiE I. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY H]�LOSED BY S' MIN. NO •
DEEP do BELOW.
` - ° `
.
BASIC (;�
BARS o 1Y O.G
'o
- - DECKING AND POOL GEOMETBCS.
.
FENCING Mt GATES W1iHl NO OPENINGS GREATER THAN 4-. GATES TD SELF-CLOSING Mt ;
c - - - I 5, DECKING CONSiRUCTION IS SHOWN AS RECOMMENDED MNMUM CONSTRUCTION AD DOES NOT . - SEF-UTCMNG WITH LATCH A MIN. OF 5 HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE
- • HORIZONTALS :: DEMIONSIRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION.
so r s r t r r TELL #3 . LOCAL CODES SHALL PREVAIL • f ,
YERTICAL'STEEl "SEE 11 -a BARS 0 12 O.C. TYPICAL S. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE tIMFORM
F . ,. , . . . OmaAL. BARRIERS SHALL COMPLY WITH THE LATEST ADOPTED
( - . ,, , . , BUILDING CODE AND LOCAL ORDINANCES. -
,, `.TABLE NO. 1. - •' °, - - . • VERi1CAL'STEEL. / 2EEXT10N�OFUTHE CLIC THE
421. APPENDIX CHAPTER 4 NCLIDING LOCALLY ADOPTED AMENDMENTS.
ro , M .
. 7•
' : POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC
_- SEE" TABLE N0. 2 A. N THE'01Y OF LOS ANGELES. PROTECTIVE BARRIERS ARE REQUIRED N COEORMANCE WITH ,, ,
NOTE
_ 24 MIN. ,: STANDARDS AND OR LOCAL CODES
11
• AND/
CR4 NOTE c' THE LOS ANGELES lXTlf BU4DNG CODE SECTION 21.6103(A).
STEEL 4 EXTRA REINFORCING TO EXTEND 24 MIN. EACH SIDE OF RAMP. B SNCNs Nt SAFETY EQUIPMENT SHALL BE pISTAl1ED N ACCORDANCE PATH LOCAL CODES
- .113 BARS 0 12' DIC. .
TRANSITION WALL BOND BEAM HORIZONTAL BARS MAY HORIZONTAL STEEL 2 B. N THE COUNTY OF LOS ANGLES, BARRIERS REQURED.BY CHAPTER 11.50 OF THE LOS
TO FLOOR STEEL AND THICKNESS. ") TRANSITION WALL 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
►. , BE OVER OR UNDER ;VERTICAL BARS BARS 0 12 O.C. " . " ANGELES COUNTY HEALTI AND SAFETY COIL AND ORDINANCE 95-0039 SHALL BE REQUIRED.
ASSISTIVE DEVICES FOR TFE DISABLED.:
i - - . TO FLOOR ,STEEL AND THICKNE'SS.: • - _ . , „ . • THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TD THE SWIMhONG POOL SITE PLAN.
TYPICAL INCLUDING ALL SPECIAL DETAILS - 10.CONTRACTOR OR OWNER SHALL VERIFY ALL F111D COHDIiIONS 3 DIMENSIONS AT JOB SITE. s
k , .. G N THE COUNTY OF VLNIURA. PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE Wi1H r
H - ,, .
. ' . ` .. N0 DECK SECTION -...:EXPANSIVE SOIL : Isz� P�
ELECTRICAL AND PLUMBING , - VENTURA COUNTY BUILDING CODE (1998) ARTICLE 3. CHAPTER 41. SECTION -41.6. .
. - D. IN THE CITY OF SAN DIEGO, PROTECTIVE BARRIERS ARE REQUIRED N CONFORMANCE WITH THE ,
. STANDARD _I1NALL SECTION - - -1 2 SHALLOW DEEP END RAMP 3 ,. ALL ELECTRICAL SHALL BE N caNFORMANCE MTH TELE LATEST mHTa+ OF THE
, OR HIGHLY EXPANSIVE SOIL EXPANSION INDEX UP To 130 / ADOPTED : ::_ `' CITY( OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS N DIVISION 84. ALL DOORS
- CALIFORNIA ELECTRICAL CODE SECTION 680. . =
.. _• DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL SHALL. BE ! QLIPPED •t
.: �_
. , • 2 ANY METAL VATiIN 5' OF POOL EDGE MUST BE BONDED PER THE LATEST ADOPTED EDITION PROVDINC
'QUIT 3'-0 MIN. _ .. iW1H AN EXIT ALARM AND A SELF OSIHI-UTCHIN . , .
TYPICAL` REBAR INSTALLATION DIAGRAM 2 ,� ( )
NG.'hINIMUM -_ - STORY EQUIVALENT FLUID PRESSURE , ,: OF THE CALIFORNIA ELECTRICAL CODE. ,
,. ... ,. ,
-CL G, SELF G DEVICE WWiTI A RELEASE ., .
- - 3. OBTAIN ELECTRICAL AND PLUMIBING PERMITS ALONG WITH POOL BUILDING PERMIT.. = `MEgIANISM PLACED NO LOWER THAN 54' ABOVE THE FLOOR
TABLE N0. 5 ee: 45 P.C.F'
DIM` <WIDTFF PER LOCAL .. . : INCLUDING. ALL. POOL ,ENGINEERING, INC. DETAILS ,„, . •, •' : FRAME BUILDING _ E'XP INT � ' E N THE COLNTY OF SAN BERNADINO PROTECTIVE BARRIERS ARE REQUIRED 91 COMFORAWNCE -
JO k SEALANT 4 ALL EQUIPMENT SHALL BE INSTALLED PER ANUFAL`IURERS COMMEND TiONS !ND
_
. IN
BUILD G COD .
. ' E
, . -
W-5'-0' ,
- - :.. a
FOR DETAILED 1NSTRUCTON 'SE'E _ . -,
1000 #/LOOT MAX
-
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P . .
PER OTL 8 RECOMMENDED
.
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STEEL
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RENFORCi3ENT NSTAWITKN NSTRUCTONS , WATER SU ACE.
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(REQ D W/ EXPANSIVE
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6"
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SIMI VALLEY: SPT REQ'S SIM VALLEY NOTES ATTACHMENT
VENTURA COUNTY:
II
LG'CODE
#6-99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTS
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BASIC (;�
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►-
I Iii SANTA CLARITA: X306 ' REQ'S SUPPLEMENTAL NOTES
CITY OF BEVERLY HILLS: `
` #13 CONSTRUCTION TO BE PER 2001 GB.0 AND BEVERLY HILLS MUNICIPAL CODE ARTICLE 6
Phone: (714) 630-6100
-
,
_
. , GHT O6 POOL ENGINEERING INC. '
„ - � (X)PYRI 20 ,
- If3 _ BETICF+Es:do STEPS
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POOL STRUCTURE.
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Nk DETAIL 12.
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SOIL) . .
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LIGHT PER
5 O TRANSITION FOR DIP. SOILS "
v
SEE•
- -. .,,, 'TABLE
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t
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DETAIL #10.11
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FLOW 6 CK MIN. RENF'ORCED i.A1NITE'W
FL THA
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W_3•-0' -
W_4'_O'
W-5'-0' ,
W-6'-0' ,
D
t. VERTICAL
STEEL
VERTICAL
t
STEEL
. VERTICALR
tt
STEEL.
VE TICAL
STEEL
2'0'
t
S � #3 O 12
t
5 /t" #3 O 12
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5 ,� #3 O 12
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5 �" #3 O 12
2'8'
S t
5 t
5 t ,.
t
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5/t"
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3'6"
t
5 3 0 6"
,
5 O'
3 6
t
5 `-
5 ,
4'0"
6"
5 tot"
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5 tit" #3 0 6'
4'6'
6'4* #3 0 4"
6" N1F3 0 4'
6"
6"
s•o"
T :_
s �"
s" 304'
/
6 #3 04
5'6" 7'4"1
7"
614'
t
6 /s" < '
8.0.
8. ..
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7' :.
7" .
6'6-
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71�• #3 O 3"
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9'
W
8"
7 tot" 13 0 3"
76'
`9"
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19
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M RE A N ; :'" SAN 93MAM COUNTY CODE SECTION 63.123. SEE ATTACHED COPY OF SWIMMING POOL '
ACCORDANCE WITH LOCAL REGULATIONS. ' ,
4•-0• LIN. IMPERVIOUS DECK
S. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM tt A DRAIN. ``':'ENCLOSURE STANDARD PROCEDURE . �
:
.:
6 ACKWA
B STI AN MANNER.
SHALL DISPOSED OF N APPROVEDI 11 OF NTE$.~
�' CiTY LOS ANGELES SPECIAL 0
MIN.
NAK� OU. •
PI TO CONFORM CE u EDITION OF THE CALEOtt
7. GAS PING BEAN WITH TEST ADOPTED ON A
THESE NOTES ARE ONLY APPLICABLE N THE CITY OF OS AN
PLUMBING CODE SECTION 1210.1. L GELES,
LOS ANGELES
Ni CONTRACTOR IS ADVISED To REFER 10 SECTION 11592E of THE CALIFORNIA HEALTH a , DISK2i AND ACTON MUST CONFORM WITH THE REQUIREMENTS OF 91.318 DIVA ' ''1. �,
. A
, ` . -
-. ... - ,. ,
AND 1-14.
SAFETY CODE FOR PROPER INSTALLATION !1F THE POOL DRAM SYSTEM. ' 1, 11 I P 2001-14 ti
' 2 MINIMUM CONCRETE OOMPRES5IVE STRENGTH FOR SHOTCREiE OR GUNM SHALL BE 2500 PSI
L.
�' - ..
d
,
h
STRUCTURAL NOTES COUNTY OF LOS ANGELES q a .r
SPE AL NOTES , , _ :
6� 8`;
,
t SOL SHALL HAVE A MINIMUM BEARING VALL1: OF 1000 NSF. CONCRETE s.uL BE PLACED N THE COUNTY OF IDS ANI2lE5. THE DEPARTMENT of PUBLIC WORKS o • -
- � .
'AGAINST UNDISAMM SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FTU: SAFETY-- /LARD DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SNMMRNG POOL, SPAS. AND
II -�'
THIS PLAN IS NOT SUITABLE WHERE POTEHUL EXISTS FOR DIFFERENTIAL MoVE]MENT FROM IDBS PLAN
e `HOT FOR R-3 OCCUPANCIES SHALL BE ATTAC ED TO AND MADE A PART OF THIS
#3
,
DISSIM I AR SOIL CONDITIONS UNDER SUCH x
POOL. AS CUT -FILL TRANSITIONS. • CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (UCBC) .,
I L
- .... ' .
2. ALL REINFORCING STEEL 'SHALL BE DEFORMM BARS Mt CONFORM TO ASTM A615 GRADE 40 ,
VENTURA COUNTY :SPECIAL, NOTES
'• . d .. 1 I
FOR BARS AND BARS SPLICES TO BE LAPPED 4' IM
A N 2 MN MIN" CLEARANCE
1. INSTALL NO. 8 COPPER GROUND WINE FROM LIGHT NICHE
BETWYEEN PARALLEL BARS N 2 1/2'. THESE NOTES ARE ONLY APPLICABLE N VENTURA COUNTY :'
1
3 LIAR 6 T
ALflV TO AND Y USED IN
j4 ARS.
EQUIVALENT W BE pU10E OF ' 2 B WITH THE
( R
11 &,
z t n `�
DIG To
EXCEPTION THAT E #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING , :. i DE 8E REINFORCED MATH #3 BARS 0 24' O.C. EACH WAY.
A DEO( BONDItKk WHEN DECI(S ARE 10 BE INSTALLED, WETHERSiRUCTURALIY REQUIRED OR . `
_ ,
=
- .
N 14 BARS AT 18" 0.C. NOT. THE REINFORCING INSTALLED THEREIN SHALL ELECTRICALLY 80NDED TOGETHER WITH
4. THE PUN TABLES SPECIFY THE MINIMUM REOUIRED REINFORCEMENT. FOR CONVi7NIENCE OF . , , .
THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH '
., :
.
THE INSTALLER THERE MAY M F
BE ORE REINFORCEMENT THAN SPECIFIED AT ANY OVEN PONT, .` ` ... THE POOL WATER RECIRCULATINGSYSTEM Nt WITH MISCELLANEOUS METAL ACCESSORIES. SUCH _,
.,
£ IN THE PDO_ STRUCTURE • AS POOL SUDES,'DIVING BOARD it SPRING BOARDS. N ACCORDANCE WITH NEC SEG. 680-22 , ,
5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) OF. 1-1-1.1-1 , • ,, .: _
215' DEEP PERIMETER FOOTING � REWIRED.
!
, .
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE . 3. PERIMETER FOOTING MAY BE OMITTED WHEN 6' WADE DECK IS INSTALLED.
n'L.
6 SHOTCRETE (OUNITE) M BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CBC " ', 4. MINIMUM DEC( MOTHIs 4' tANLESS PERIMETERFOOTING OFFIFI 6 NIxtEASFD 9Y THE AMOUNT
.:
SECTION 1924 k SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH GDF 2000 PSI AT 28 PROPORTIONAL TO THE REDUCTION N DEO( WIDTH.
g � 'P' _
w t`
DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS . `. " 5 WHEN DECK SUB -GRADE SOIL HAS AN EXPANSION Ni)OR > 91 SATURATION 10 18• MItAMIL1M ....'
O CORE RVEREIAANDER OF JOINT T I I
I I
OF WATER PER SAO( OF CEMENT. : tuotu it ,trnemn
,.
•„dTY OF
4•-0• LIN. IMPERVIOUS DECK
= : .. _ , .
5'
._ _ .n_
:.
MIN.
NAK� OU. •
9- 10' 11•
LOS ANGELES
nvrnvrv-r u MvnnrvrNL,..
RONALD L LACHER, P.E. - ,' ' ` , , . ' -
. A
, ` . -
6'
L.
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d
,
- 3' CTR.•
6� 8`;
. , 6• MIN. -
DEEP REQUIRED SLOPE 1/8'-1/4' PER FOOT
jNOTE
APMVED SEALANT
1/2'.MN DEPTH
=
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. 11 TYP
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1. INSTALL NO. 8 COPPER GROUND WINE FROM LIGHT NICHE
STEL
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�SATURATON
REQUIRED N DECK -
010'-0' DLG do
M•
Q
INSULATED NO. NON-METALLIC -
CONDUIT CAN USED " NO. 8 COPPER
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- RECOMMENDED PRIOR
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TYPICAL
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PER THE I" OR C.E C
. 2
13
TO POURING DECK
-ulN
STYROFOAM OR OTHER
MATERIAL
_
r
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PLAN AT SKIMMER
LIGHiING FIXTURES SHALL COMPLY WMI
2
11 11
IL-
I FDOTNG RECOMMENDED
A
1 04" 04'
.
AP�i UNDERwR(iERs' LABORATORIES REQUAtEMENrs
IM
VENTLIRA COUNTY
6• ''"� FOR EXPANSIVE SOILS
rp�N EWE I NOT TOUCFI
6•
i
FOR LK*MNG FWURES UL STANM 676.
.
15" DEEP REQ.
;; .
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4'
5'
1 6- 7'
1 8•
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6"
8"
6� 8`;
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11" 12` 12"
=
'
VERTICAL
#3
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STEL
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012'
91 2
M•
06' 06"
06"
®6"
MODEPATESDIL
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6•
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8' 9"
10'
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2"
012'
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06"
1 04" 04'
03'
03" 03' 03'
HOLY ORNOO DEM
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RONALD L LACHER, P.E. - ,' ' ` , , . ' -
EXPANSIVE SOIL DETAILS `
IN EXPANSIVE SOILS WHERE MIN DECK
REQMTs ARE NOT MET USE DET. #2.
SEE VENiURA Ca MN DECK sw
N NOTES SECT FOR DECK RETaMTS
8
SKIMMER DETAIL
9
SECTION AT LIGHT
10
RAISED BOND BEAM
11
BOND BEAM
:,
`DETAILS
12
AARON J. COWEN, P.E. _ .
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.
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TODD L LACHER, P.E. ; ,
:
.
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PIAN APPROVALS. : ti
cI TY OF LOS ANGELES. #268.
SAN BERNARDINO. _
RIVERSIDE COUNTY:
_. KERN COUNTY. 213
_ _ _ _ _ .
#06 08762 225A 01 GTY OF FRESNO. P 00 01 REQS SUPPLEMENTAL NOTES ,
# 342375 . COUNTY: REQS SUPPLEMENTAL NOTES
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, -STANDARD
_ ,Ron Lacher R.C_E. _
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- '. 1201 N. TLIs1Jn Ave.
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CITY OF `ONTARIO P ,
A PROVED FOR 97 UBC .
ORANGE COUNTY:
.i"RESNO
#SW -050390 SHOTCRETE/GUNITE PER C.B.C. TEL. 19-A-4 SEVERE EXPOSURE, iF NO TEST PERFORATED
,STANDARD
Il
. ,
_ . en Ineenn
g g Anaheim, Callfomia 92807
SAN DIEGO. MP #92
LOS ANGELES COUNTY.
126077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDIN
STRUCTURAL
PLAN
LL
Inc. Fax: (714) 630-6114 ` "
SIMI VALLEY: SPT REQ'S SIM VALLEY NOTES ATTACHMENT
VENTURA COUNTY:
II
LG'CODE
#6-99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTS
I , 111.
I Iii SANTA CLARITA: X306 ' REQ'S SUPPLEMENTAL NOTES
CITY OF BEVERLY HILLS: `
` #13 CONSTRUCTION TO BE PER 2001 GB.0 AND BEVERLY HILLS MUNICIPAL CODE ARTICLE 6
Phone: (714) 630-6100
STANDARD POOL STRUCTURAL PLAN
,
_
. , GHT O6 POOL ENGINEERING INC. '
„ - � (X)PYRI 20 ,
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