08-0461 (RPL)r.
P.O. BOX 1504 4
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
L
0.8-000_00461- - '
Y51230 AVENIDA RUBIO
773-04'5-019-17 -000000-
POOL -.RESIDENTIAL
MEDIUM DENSITY RES
10000
Architect or Engineer:
I�
-----------------
LICENSED CONTRACTOR'S 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 Businesslando
fessionals Code, and my License is in full force and effect.
Lice a?Class: C53 License No.: 891048
Date: ! O o1i ontractor: i
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division.3 of the Business and Professions Code) or
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 ($5001.:
(_)
1,,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
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the -
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
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.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
I ) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm .under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.). -
Lender's Name: A
Lender's Address:
LQPERI-MIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/17/08
D CAT I
9—A. td� 10
UINTA, CA 92253
IV1wK ' 0 2M, I '
vY )
74818 VELIE WAY STE 2
PALM DESERT, CA 92260
(760)674-9700'
LiC. No.: 891048
TION
------------------
WORKER'S COMPENSATION DECLARATION
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.
y` 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 and policy number are:
Carrier STATE FUND .Policy Number 1873173-2007
1 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 tha , if I sh Id come subject to the workers' compensation provisions of Section
y 3700 of th abor C r shall for comply with those provisions.
ate! "� pplicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this 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 application,
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.
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 umy ordinances and state laws relating to buil g c struction, and hereby authorizer . epresentatives
7te
ountyto emer upo the above-mentioned proper�� 'nature (Applicant or Agent):
Application Number
08-00000461
Permit . . . . . .
BLDG POOL PERMIT
Additional desc .
Permit Fee . . . .
117.00 Plan Check,Fee
76.05
Issue Date . . . .
Valuation
10000
Expiration Date
9/13/08
Qty Unit Charge
Per
Extension
BASE FEE
45.00
8.00 9.0000
THOU BLDG 2,001-25,000
72.00
Permit
MECH POOL
Additional desc .
Permit Fee . . . .
26.00 Plan Check Fee
6.50
Issue Date
Valuation . . .
0
Expiration Date ..
9/13/08
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
11.25Y
Issue Date . . .
Valuation
0
Expiration Date
9/13/08
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
27.00 Plan Check Fee
6.75
Issue Date
Valuation . . . .
0
Expiration Date
9/13/08
Qty Unit Charge
Per
Extension
BASE FEE
15.00
1.00 6.0000
EA PLB FIXTURE
6.00
1.00 3.0000
EA PLB WATER INST/ALT/REP
3.00
1.00 3.0000
EA PLB GAS PIPE 1-4 OUTLETS
L
3.00
---------------------------------------------------------------------------
Special Notes and Comments-
ommentsADD
ADDSPA TO EXISTING POOL.
LQPERNI IT
Application Number . . . . . 08-00000461.
----------------------------------------------------------------------------
S.pecial Notes and Comments
" ALARMS/BARRIERS SHALL BE IN PLACE
AT "
" PRE -PLASTER INSPECTION. EQUIPMENT
' ENCLOSURE NOT INCLUDED.
Fee summary Charged
Paid
Credited
Due
Permit Fee Total 215.00
.00
.00
215.00
Plan Check Total 100.55
.00
.00
100.55
Grand Total 315.55
.00
.00
315.55
l
LQPERMIT
` _ Y
Q1
(V
New Spa Addition
s
F V
'CITY OF LA QUINTA
BUILDING & SAFETY DEPT. Ln - -
APPROVE®
FOR CONSTR
DATE '%•"v BY-
TEId.WE® Label: Catlin Residence
s ct t notes. 51230 Ave Rubio
La uinta Ca
ron J owen R.C.E. 58878
1 Engineering Inc. 805-207-7809
d � �
t SEE APPROPF:IATE ; ��m EPDXY NOTES:
NOTE: DETAIL FOR REBAR
SPACING & GUNITE �9�srs 9A
fm = 1500 p.s.i. FOR GUNITE WALL--,GREATER SPACING �' 1. EPDXY TO BE SIMPSON STRONGTIE
8" C.M.U., TYPICAL #3 BARS ® 8" O.C. E.W. THAN 7" WIDE USE. DOUBLE THICKNESS. INSTALL
IPER MANUFACTURERSC-TIE EPDXYOAL
ANDOWEL INTO FLOOR & CURTAIN W/ #3 BARS
12" O.C. EACH WAY. SPECIFICATIONS. ([CC REPORT
SIDE WALL WITH 3 1/2" E0. EO. NEW ER-5791)
WITH EPDXY. ENT FILL %/ "AMaoNo 2. BA. DING TEXISTING SURFACES EXISTING UMUSTEBE
PLASTER -�I
SOUND, FREE OF DEFECTS, o
OVER C.M.U.
TYPICAL I L— — _ \ CLEAN, AND FREE OF BOND 00 o
6" MIN. GUNITE 0OL INHIBITING MATERIALS. rn o
. EXISTING SURFACES
OR 8" C.M.U. I I �G P B ROUGHENED BY CHIPPIINGLORE ul o �°
#3 BARS ® (fm=1500 p.s.i.) �IS� OTHER SUITABLE MEANS TO U Q 0 m M
12" O.C., EACH WAY. I �A(� PROVIDE OPEN PORE STRUCTURE. d M
4' a GUNITE WALL USE #3 NE ALL LOOSE, CRACKED, OR 0) w U m
v 0 6" O.C. EA. WAY OR W $T, DETERIORATED MATERIALS SHALL r
a o I I C.M.U. WALL USE 3 0 cE BE REMOVED.
1 8" O.C. EA. WAY AND (E i�2 / l' C. CLEAN EXISTING SURFACES BY i Z = c
0 WATER BLASTING. c o m X 0
EXISTING POOL FLOOR. DOWEL INTO FLOOR & E o �y c m t
3 1/2" EMBEDMENT & FILL PLASTER OVER I ( SIDE WALL WITH 3 1/2"rim- SE D. WHEN APPLYING MATERIALS � Q LL a.
WITH EPDXY TYPICAL GUNITE OR C.M.U. MIN. EMBEDMENT FILL / OTHER THAN SHOTCRETE OR
WITH EPDXY.GUNITE, CEMENT PASTE OR
EXISTING SPA OR POOL./ OTHER BONDING AGENTS SHALL
/ BE BRUSHED ONTO THE
SUBSTRATE FOR ABSORPTION
#3 BARS 0 12" O.C.a / j INTO PORE STRUCTURE. _
.41 li/ / SATURATED, SURFACE DRY
/ / CONDITION OF THE SUBSTRATE
3 1/2" MIN. EMBEDMENT SEE NOTE #2.�' / / SHALL BE MAINTAINED TO
& FILL WITH EPDXY TYP. Nof PREVENT PREMATURE DRYING OF
3 1/2" EMBEDMENT AND EXISTING POOL
4 FILL WITH EPDXY TYPICAL FLOOR. EE BONDING PASTE.
5 j 3. USE GRADE 40 REINFORCING STEEL. O .�
#3 BARS ®12" O.C. HORIZ. AND SEE NOTE #2. 4. IF REINFORCING SHOWS SIGNS OF
DOWEL INTO POOL ® EDGE OF THIS DETAIL MAY BE USED FOR EXCESSIVE DETERIORATION (RUST), CL
SEAT WITH 3 1/2" MIN. a REMOVE GUNITE OR CONCRETE TO EXPOSE THE FOLLOWING: CUT EXISTING REINFORCING 6" PAST
EMBEDMENT & FILL WITH EPDXY. 24" OF REINFORCING STEEL (EXISTING) 1. REMOVE AND REPLACE FLOOR. DETERIORATION SECTION & LAP WITH
EACH SIDE OF REMOVED AREA FOR 247
SEE NOTE #2. SEE BACK F 0 R CALCULATIONS M N. LAP SPLICE WITH NEW REINFORCING. 2. REMOVE AND REPLACE WALL NEW STEEL
3. ANY COMBINATION OF 1 & 2 5. MINIMUM EMBEDMENT LENGTH
3 BARS - 31/2-
4
1/2"4 BARS - 4 1/4'
ADD STEPS, BENCH OR SHELF CA ADD A DAM WALL (GUNITE OR C.M.U.) B LAP SPLICE & REMOVE AND REPLACE GUNITE DETAIL ( 5 BARS - 5 1/2
REINFORCEMENT & WALL
EXISTING POOL
—j THICKNESS PER STANDARD
`IV POOL STRUCTURAL PLAN DETAIL #7. SPILLWAY TO PROVIDE WATERFALL EFFECT TO MINIMIZE
LEAKING THROUGH COLD JOINT.
' ALTERNATE:
� EXPOSE 24" MIN. OF EXISTING �
OPTIONAL REINF. AND LAP 24" WITH NEW PORTION OF EXISTING STEEL & BOND BEAM
MAY BE REMOVED TO PROVIDE MIN. SPA ��OFESStpr
BENCH REINF. PER DETAIL V WALL THICKNESS (NO STRUCTURAL @q N J. CO z g
SPA MAY BE 18" � to v MAX. RAISED OVER /y � z
CONNECTION BETWEEN NEW SPA & POOL). �c. �� E,•A <
I 3 BARS ® EXISTING POOL. a f z a z
12" O.C.,
DOWEL INTO a N 5887 � O z 0 0
a Ex .6-30 9 �? O �
FLOOR & #3 BARS ® 12" O.C. W/ NEW SPA DAM ` m Y Z �
SIDE WALL 3 1/2" MIN. EMBEDMENT & #3 BARS ®12" WALL MUST LAP 00
Cl4 �� Z o N
4 Ld
WITH 3 1/2" FILL W/EPDXY.7 O.C. EA. WAY. z OVER EXISTING POOL A¢J t m U) J
UNDISTURBED SOIL a MIN. WALL TO FACILITATE OF iF w Oo
1,500 PSF MIN. EMBEDMENTN io WATER-PROOFING. PROVIDE FLEXIBLE MASTIC z
BEARING VALUE & FILL WITH w _ — _
EPDXY. a _ _ ®TILE OR GROUT LINE.
a > =I1= —I o w a
REMOVE EXISTING SEE NOTE #2. N BACK-FILL. I J¢ J
POOL WALL, BEND �I #3 BARS Y SEE NOTE #2. SEE STANDARD STRUCTURAL �— EXISTING POOL > ~¢ Q
EXISTING WALL REINF. ®12" O.C. " PLAN FOR SPA WALL. z z r cn
INTO NEW SPA L VERTICAL. EXISTING GUNITE POOL TI— DATE: 02/13/08 N _
FLOOR, LAP 24" MIN. 1 1 I a_ III =11r SEE NOTE # CALCS BY. B.D.O.
'2.
BACK-FILL TO BE COMPACTED
t TO 90% RELATIVE DENSITY. CREATE HOLE FOR =1
SLURRY MIX OR PEA GRAVEL DRAINAGE. CHECKED BY: R.L.L.
-11111=
�_ RECOMMENDED.
a LI--III
HORIZONTAL BARS TO HAVE III__=1 I �I �= I—
POOL &SPA
3j�" MIN. EMBEDMENT INTO 3�{�" MIN. EMBEDMENT REMODEL DETAIL
SIDE POOL WALL, TYPICAL & FILL WITH EPDXY TYPICAL
ADD A SPA (OUTSIDE EXISTING POOL) DETAIL #640
ADD SPA OR SHELF PARTIALLY INSIDE POOL D RAISE FLOOR OF EXISTING POOL E F
COPYRIGHT 2008, POOL ENGINEERING INC.
CALCULATIONS
METHODOLOGY:
(SURCHARGE LOADING BASED ON BOUSSINESQ METHOD, MODIFIED BY TERZAGI)
y = EQUIVALENT FLUID PRESSURE
fc = M(2) 12 in/ft
= Mt (2)(12) < 900 psi
OTM = 1/6 y H3 + 2E(P.A)�
j k b d2
(0.887)(0.339)(12) d2
WHERE 45 p.c.f. AND
y
-_ (1/2) y H2
- y Hz
< 49 psi
vc
P.S.I.s
(12 in/ft) j d
(2)(12)(0.887) d
177
f c = 2,000 p.s.i.
220
r, = VERTICAL DIST. FROM P TO z DEPTH.
#3 0 12"
11305
NET MOM = OTM - RESISTING MOMENT
Fs = 20,000 p.s.i.
3'-0"
M(12 in/ft) Mt (12)
fc = 0.45 f'c = 900 p.s.i.
fs = _
As j d As (0.887) d
Vc = 1.1 Ii7c = 49 p.s.i.
RESISTING MOMENT:
RESISTING MOMENT ABOUT POINT A
RM = W, d, + W2d2 + ... W„d„
LOADING DIAGRAM:
x
QL
Q� = RESULTANT FROM
662
20.5
TYPICAL ROCKS.
d,
Wt
977
Q L = 1500 PLF
;�
W
2
#3 ® 4"
16536
1 722
21.5
5'-0"
x z
m H n H
2
d3
2523
7%"
#3 ® 3"
N
869
FOR m>0.4
W3 b
W
d 4
W" = wt.
of segment„
497
3541
8X"
add 2 #4
Q� 128 men
+nz)2 )
4 I
Wsd
d s
7'-0"
2573
=
1027
4520
Wfids
"
19319
806
25.6
LhH3 n
o2
A
4146
4738
4015
n2)
/
I
y = 45 P.C.F. Qh = LATERAL LOAD ON POOL WALL
SOIL FROM ROCK SURCHARGE.
1500 P.L.F. ROCK FORMATION SURCHARGE
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE = 45 P.C.F.
RESULTS FOR EXISTING POOL WALL
DEPTH
D'
SOIL
OTM
ft-#
LOAD
OTM
ft-#
SOIL
RM -
ft-#
NET
Mom
t
VERTICAL
STEEL
fs
p.s.i.
fc
P.S.I.
vc
P.S.I.s
2'-0"
60
177
74
220
5%"
#3 0 12"
11305
347
14.2
3'-0"
203
501
92
746
6"
#3 ® 6"
16114
662
20.5
4'-0"
j 480
977
124
1548
j 7"
#3 ® 4"
16536
1 722
21.5
5'-0"
938
1569
237
2523
7%"
#3 ® 3"
18019
869
24.6
6'-0"
1620
2242
497
3541
8X"
add 2 #4
18176
842
25.1
7'-0"
2573
2974
1027
4520
9%"
"
19319
806
25.6
8'-6"
4606
4146
4738
4015
1OX"
"
14690
561
27.9
RESULTS FOR ROCK WATERFALL SURCHARGE ADDITION
DEPTH
D'
p�LOAD
ft-#
OTM
ft
OIL
SRM j
ft-#
NET
Mom
t
VERTICAL
STEEL
fs
p.s.i.
fc
ps.i.
vc
ps.i.
2'-0"
60
177
70
167
5"
#3 ® 12"
11047
391
15.1
3'-0"
203
501
89
614
7"
"
18811
436
13.3
4'-0"
480
977
136
1321
9"
#3 @ 6"
13399
361
12.9
5'-0"
938
1569
270
2236
10"
»
19238
474
14.7
6'-0"
1620
2242
590
3273
13"
»
19318
389
12.9
7'-0"
2573
2974
1278
4269
16"
"
19155
333
12.1
1736"
3840
3748
2898
4689
17"
»
19480
325
13.5
8'-6"
1 4606
4146
6740
2012
17"
8359
140
14.7
ARTIFICIAL ROCK (FORMED OVER DEBRIS OR SAND BAGS) OR REAL
ROCK (MAX. WEIGHT 1500 Ib. PER LINEAR FOOT OF POOL WALL).
CONTINUOUS 20 MIL PVC FLEXIBLE LINER IS RECOMMENDED TO
PREVENT LEAKS IN THE EVENT OF CRACKING OF WATER FEATURE.
EXISTING BOND BEAM.
i
i
- ni--i i a i -ii -- '
r r
0 to 2'0"
PROVIDE POSITIVE J SII _
11�
WATER LINE.
DRAINAGE BY CONCRETE GUTTER,II III I�
#3 @ 12"
DRAINAGE PIPE, OR OTHER MEANS. NOTCH EXISTING POOL WALL TO MAINTAIN
5"
3/4" MIN. THICKNESS FOR NEW GUNITE.
o
EXISTING HORIZONTAL STEEL
3'-0"
REMOVE EXISTING PLASTER TO ORIGINAL
c
EXISTING VERTICAL STEEL. GUNITE WALL SURFACE ROUGHEN &
„
SEE TABLE 641. BONDING NEW GUNITE TO EXISTING POOL >¢
WALL PER GENERAL NOTES
5X,.
3" CLR. #2.
0
UNDISTURBED SOIL ' k� ADDITIONAL t" GUNITE REQUIRED cO
4'-0„
1000 PSF MIN. t FOR ROCK WATERFALL ADDITION °a
316"
BEARING VALUE TO BE CHANGED UNIFORMLY.
113 @ 6„
I SEE TABLE 641.
6X"
ASSUMED EXISTING t' -
10"
POOL WALL CONFIGURATION. \ �r10 ADDITIONAL GUNITE.
SEE TABLE 641.
5'-0"
EXISTING POOL WALL.
4„
EXISTING VERTICAL STEEL.
SEE TABLE 641.
EXISTING HORIZ. STEEL
#3 BARS 0 12" D.C.
TYP. THROUGHOUT.
GENERAL NOTES:
1. DOWELING SPECIFICATIONS:
A) EPDXY TO BE EPCON CERAMIC 6 EPDXY
OR EQUAL INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
B) INSTALL REBAR INTO POOL WALL 3 3/8"
MIN. EMBEDMENT & FILL WITH EPDXY.
2. BONDING TO EXISTING SURFACE:
A) EXISTING SURFACES MUST BE SOUND,
FREE OF DEFECTS, CLEAN, AND FREE
OF BOND INHIBITING MATERIALS.
B) EXISTING SURFACES SHALL BE ROUGHENED
BY CHIPPING OR OTHER SUITABLE MEANS
TO PROVIDE OPEN PORE STRUCTURE.
ALL LOOSE, CRACKED, OR DETERIORATING
MATERIALS SHALL BE REMOVED.
C) CLEAN EXISTING SURFACES BY WATER
BLASTING.
D) CEMENT PASTE OR OTHER BONDING AGENTS
SHALL BE BRUSHED ONTO THE SUBSTRATE
FOR ABSORPTION INTO PORE STRUCTURE.
SATURATED, SURFACE DRY CONDITION OF
THE SUBSTRATE SHALL BE MAINTAINED TO
PREVENT PREMATURE DRYING OF BONDING
PASTE.
3. USE GRADE 40 REINFORCING STEEL.
4. ADDITIONAL REINF'G STEEL MAY BE REQUIRED
BY SHOTCRETE CONTRACTOR TO FACILITATE
SHOTCRETE APPLICATION. ADDITIONAL
REINFORCING STEEL SHALL BE ATTACHED TO
EXISTING POOL WALL PER NOTES #1.
t
24" MIN. LAP `----- NOTCH EXISTING POOL WALL TO
TRANSITION WALL MAINTAIN 3/4" MIN. THICKNESS
TO FLOOR STEEL FOR NEW GUNITE.
& THICKNESS
TABLE 641
ADD ROCK WATERFALL TO EXISTING POOL
'D' IS DISTANCE FROM TOP OF POOL WALL
DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE
THICKNESS AT INDICATED 'D' DEPTH
(SEE STANDARD STRUCTURAL PLAN, DETAIL #4).
POOL
DEPTH
NO RAISED
BOND BEAM
D
EXIST.
t'
ADD
t"
TOTAL
t
EXISTING
STEEL
0 to 2'0"
5"
0"
5"
#3 @ 12"
2'-6"
5"
1"
6"
"
3'-0"
5"
2"
7"
„
3'-6"
5X,.
3%"
9"
4'-0„
6„
316"
9M'
113 @ 6„
4'-6"
6X"
316"
10"
"
5'-0"
7»
4„
11»
5'-6"
7"
5"
j 12"
»
6'-0"
7»
6"
13„
»
6'-6„
8„
7"
15„
»
7'-0"
9»
7».
16„
»
7'-6"
10"
7"
17"
»
8'-0"
10!4»''
7"
1736"
8'-6"
10X"
7"
17X"
»
ASSUMED EXISTING POOL WALL CONFIGURA710N.
ADDITIONAL GUNITE REQUIRED FOR ROCK WATERFALL SURCHARGE,
ASSUMED EXISTING POOL WALL CONFIGURATION.
N J.
w
N 588
Exp 6-3 .
l Or
0
r-
0
00 o
rn o
T
LLI m co
> c o
U< ao? m
c o
�UM^�
c° r
J Z v d
� c
O N co cc t
0� <ILL a
zz
O Zzr
(n U CL
W nJ z
�<
Z z0 �
Z Z U U
w Onof
z
Z p N
3 o N J
>- w o
J W a -
z
O z m o
--o < ZD J z
>a Q�
DATE: 06/05/02
CALCS BY: A.C.
CHECKED
POOL REMODEL:
ADD ROCK WATERFALL TO EXISTING POOL
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE = 45 P.C.F.
DETAIL #641
CALCULATIONS
SOIL
OTM
ft-#
METHODOLOGY:
(SURCHARGE LOADING BASED ON BOUSSINESQ METHOD)
y = EQUIVALENT FLUID PRESSURE
fc = M(2) 12 in/ft = Mt (2)(12) < 1125si
P
OTM = 1/6 y H3 + 2[(P)(r)]
j k b d2 (0.887)(0.339)(12) d2
WHERE y = 45 p.c.f. AND
yc = (1/2) y H2 _ y H2
< 55 psi
P. = 1/2 (Q, + Q._, )(6 in) i
(12 in/ft) j d (2)(12)(0.887) d
=
r, =VERTICAL DIST. FROM P, TO z DEPTH. f'c 2,500 p.s.i.
NET MOM = OTM - RESISTING MOMENT
Fs = 20,000 p.s.i.
M(12 in/ft) Mt (12)
fc = 0.45 f'c = 1125 p.s.i.
fs = =
As j d As (0.887) d
Vc = 1.1 J�fc = 55 p.s.i.
RESISTING MOMENT:
RESISTING MOMENT ABOUT POINT A
RM = W, d, + W2d2 + ... W"d"
LOADING DIAGRAM:
Y
P
P = RESULTANT FROM
364
113
TYPICAL ROCKS.
d,
W
"
P = 1500 PLF
i
W �
z
4'-6"
683
619
194
1 1108
10"
2
W3
d3
314
8.9
5'-0"
N
759
283
1413
da
of" segment,,
9 ,,
12157
300
10.4
6'-0"
ay INDUCED STRESS BULB
W4 b
599
2079
10"
=
17884
441
PER BOUSSINESQ SOLUTION
W b d5
5
2573
1372
1226
2719
11%"
Ws b '�gA
19040
420
14.3
8'-0"
y = 45 P.C.F. 07 = LATERAL LOAD ON POOL WALL
SOIL Y FROM ROCK SURCHARGE.
CALCULATION RESULTS: 1500 P.L.F. ROCK FORMA110N SURCHARGE
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE = 45 P.C.F.
RESULTS FOR NO RAISED BOND BEAM
DEPTH
,D,
SOIL
OTM
ft-#
LOAD
OTM
ft-#
SOIL
RM
ft -#
NET
Mom
t
VERTICAL
STEEL
fs
p.s.i.
fc
p.s.i.
uc
p.s.i.
2'-6"
117
163
88
193
6"
#3 0 12"
8086
222
9.1
3'-6"
322
364
113
572
8"
"
13786
281
8.8
4'-6"
683
619
194
1 1108
10"
1
18671
314
8.9
5'-0"
938
759
283
1413
10"
#3 0 6"
12157
300
10.4
6'-0"
1620
1058
599
2079
10"
"
17884
441
13.7
7'-0"
2573
1372
1226
2719
11%"
"
19040
420
14.3
8'-0"
3840
1694
2630
2904
12"
"
19150
409
16.7
8'-6"
4606
1857
5629
834
12"
"
5499
118
1 18.5
RESULTS FOR 2'-6" MAX. RAISED BOND BEAM
HEIGHT
H
SOIL
OTM
ft-#
LOAD
OTM
ft-#
SOIL
RM
ft-#
NET
Mom
t
VERTICAL
STEEL
fs
p.s.i.
fc
p.s.i.
vc
p.s.i.
2'-6"
117
163
88
193
6"
#3 0 12"
8086
222
9.1
3'-6"
1 322
1 364
113
1 572
8"
5'-0"
13786
281
11 8.8
4'-6"
1 683
1 619
156
1147
10"
"
19326
325
8.9
5'-0"
938
759
182
1515
10"
#3 0 6"
13032
321
10.4
6'-0"
1620
1058
236
2442
11"
#3 0 3"
18232
416
11.9
7'-0"
2573
1372
381
3564
12"
#3 0 4"
15883
426
13.4
8'-0"
3840
1694
738
4796
13"
"
19125
483
15.0
8'-6"
4606
1857
1036
5427
13"
#3 0 3"
16403
487
16.6
9'-6"
6430
2186
2020
6596
13"
19938
592
20.0
10'-6"
8682
2515
4087
7110
14"
19431
546
21.7
11'-0"
9983
2680
8311
4351
14"
11892
334
23.5
�'ia
PROVIDE POSITIVE
DRAINAGE BY CONCRETE GUTTER,
DRAINAGE PIPE, OR OTHER MEANS, TYP.
VERTICAL STEEL
SEE TABLE 601.
(EXPANSIVE SOIL)
STANDARD BOND BEAM
MAY BE PLACED 0 TOP
OF WALL or 0 WATERLINE.
UNDISTURBED SOIL
1500 PSF MIN. 3" CUR.
BEARING VALUE -7 -TT
rrt'!
'C' CONCRETE COVER TO
BE CHANGED UNIFORMLY.
SEE TABLE 601.
ARTIFICIAL ROCK (FORMED OVER DEBRIS OR SAND BAGS) OR REAL
ROCK (MAX. WEIGHT 1500 Ib. PER LINEAR FOOT OF POOL WALL).
CONTINUOUS 20 MIL PVC FLEXIBLE LINER IS RECOMMENDED TO
PREVENT LEAKS IN THE EVENT OF CRACKING OF WATER FEATURE.
BOND BEAM PER STANDARD POOL TOP OF BOND BEAM
STRUCTURAL PLAN, DTL. #1 & #12. (WALL W/ R.B.B.)
WATER UNE. N J
X I
Qs to o
T
OJ'
`o
HORIZONTAL STEEL
#3 BARS 0 12" O.C.
TYP. THROUGHOUT.
VERTICAL STEEL---/
SEE TABLE 601.
UNDISTURBED SOIL "" SEE
TABLE 601
1500 PSF MIN.
TRANSITION WALL
BEARING VALUE 7
TABLE 601 TO FLOOR STEEL
& THICKNESS
'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD.
BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL #4)
POOL
DEPTH
NO R.B.B.
REQ'D
TRANS.
C
[Tilt!f 1 1 111 — —
I '
HORIZONTAL STEEL X
m
~
2'-0"
T�.
�---}� 8" C.M.U.
4"
#3 BARS 0 12" O.C.z
2'-0"
�=
5"
I SOLID GROUT ALL CELLS
TYP. THROUGHOUT.
om
2'-0"
12" W/ #3 BARS 0 24" O.C. HORIZ.
7"
i
o
5'-0"
7"
#3 0 6"
& #4 BARS 0 16" O.0 VERT.
TOP OF BOND BEAM N
(STANDARD WALL)
N
<
_
2'-0"
6'-0"
i< WATERPROOFING RECOMMENDED.
"
2'-0"
6'-6"
7M"
"
2,-0"
7'-0"
WATER UNE. N J
X I
Qs to o
T
OJ'
`o
HORIZONTAL STEEL
#3 BARS 0 12" O.C.
TYP. THROUGHOUT.
VERTICAL STEEL---/
SEE TABLE 601.
UNDISTURBED SOIL "" SEE
TABLE 601
1500 PSF MIN.
TRANSITION WALL
BEARING VALUE 7
TABLE 601 TO FLOOR STEEL
& THICKNESS
'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD.
BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL #4)
POOL
DEPTH
NO R.B.B.
REQ'D
TRANS.
C
VERTICAL
STEEL
0 to 2'6"
3"
#3 0 12"
2'-0"
3'-0"
4"
"
2'-0"
3'-6"
5"
2'-0"
4'-0"
6"
2'-0"
4'-6"
7"
"
2'-0"
5'-0"
7"
#3 0 6"
2'-0-
5'-6-
7"
"
2'-0"
6'-0"
7"
"
2'-0"
6'-6"
7M"
"
2,-0"
7'-0"
836"
#3 0 4"
2'-0"
7'-6"
9"
"
2'-0"
8'-0"
9"
"
2'-0"
8'-6"
9"
#3 0 3"
2'-0"
TOTAL
HEIGHT
2'-6" MAX. R.B.B.
REQ'D
TRANS.
C
VERTICAL
STEEL
0 to 2'6"
3"
#3 0 12"
2'-0"
3'-0"
4"
"
2'-0"
3'-6"
5"
2'-0"
4'-0"
6"
2'-0"
4'-6"
7"
"
2'-0"
5'-0"
7"
#3 0 6"
2'-0"
5'-6"
7"
"
2'-0"
6'-0"
8"
"
2'-0"
6'-6"
9"
"
2'-0"
7'-0"
9"
#3 0 4"
2'-0"
7'-6"
9"
2'-0"
8'-0"
10"
"
2'-0"
8'-6"
10"
#3 0 3"
2' -0-
g' -O"
10"
"
2'-0"
9'-6"
10"
"
2'-0"
10'-0"
11"
"
2'-0"
10'-6"
11"
2'-0"
11'-0"
11"
"
2'-0"
r fah V^AeVV VVW
zC.DLAP VERT.
= STEEL 24"
a MIN. INTO
= o POOL WALL 3"
HORIZONTAL f CLR.
STEEL
#3 BARS
0 12" O.C.
C.M.U.
OPTION
TYPICAL REBAR
REINFORCING DIAGRAM
TOP OF POOL WALL
x
`o
BASIC GRID
#3 BARS
0 12" O.C.
EACH WAY.
VERTICAL REINFORCEMENT AS SPECIFIED
IN TABLE STARTS A DISTANCE 'D' OR 'H'
DOWN FROM TOP OF POOL WALL.
REINFORCEMENT OTHER THAN BASIC GRID
NEED NOT EXTEND TO TOP OF POOL
WALL. ADD BARS TO BE EQUALLY
SPACED BETWEEN BASIC GRID.
BOND BEAM PER STANDARD POOL
STRUCTURAL PLAN, DTL #1 & #12.
*NOTE: REAL ROCK ONLY.
REAL ROCK SHALL BE PLACED DIRECTLY
ON A MORTAR BED TO PREVENT SLIDING
AND ROTATION. ROCKS WITH A DIAMETER
LESS THAN 1'-6" SHALL BE EMBEDDED
A MINIMUM OF 1" INTO MORTAR. ROCKS
WITH A DIAMETER GREATER THAN 1'-6"
& LESS THAN 3'-0" SHALL BE EMBEDDED
A MIN. OF 2" INTO MORTAR. WHEN THE
DIAMETER OF THE ROCKS EXCEED 3'-0",
CONTACT POOL ENGINEERING.
QFtOFE3Sl0y
FAQ- 11 J. co
Cn 2
N0 588
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0
op
r-
0
' O
N O
T
m _ tQ
UQ c•- o
c ° o t°
:3U n
0I -v
J Z (D
c
q CD cu 0
w—<LLa
N
Z Z
o:!s
En U 0-
W � Z:)J
�Q
Z O' Z
Z Z O U
W ZCK
Y _ �
�Z ptn
p N J
)- W o
W 0-
oZ M
0 u<
o
Q J Z
DATE: 01/23/08 g oLn
CALCS BY: A.C.
H
CHECKED BY: R.L.L.
ROCK SURCHARGE
ARTIFICIAL (SOLID) OR REAL
EQUIVALENT FLUID PRESSURE = 45 P.C.F.
(PLUS SURCHARGE)
SE€ LOADING DIAGRAM
DETAIL #601
i
NOTE.: TABLE NO. 1 ' GENERAL NOTES ' OWNER
BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER BOND BEAM HORIZONTAL BARS MAY BE 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN 1. KEEP SHOTCRETE (GUN11L) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8" TO OVER OR UNDER VERTICAL BARS. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHASHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, SLOPES AND 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.
RGE
SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4" PER FOOT AWAY FROM POOL TYPICAL INCLUDING ALL SPECIAL DETAILS. STRUCTURES. IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE USE ONLY, A 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER).
SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE POOL LOCATION
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN A B C D SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE. GLAZING IN HAZARDOUS LOCATIONS
THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL 2 STORY WOOD APPROVED SEALANT RECOMMENDED (PER 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SEC11ON
FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE 2406.3, ITEM 9 INCLUDING LOCALLY ADOPTED AMENDMENTS.
BASIC GRID #3 1500 #/FOOT MAX. ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN ALL
TABLE 1 TABLE 5 COPING SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL
r� BARS 0 12" O.C. c0 � co m OF THE FOLLOWING CONDITIONS ARE PRESENT:
BOND BEAM PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE POOL SIDE OF THE
DRAIN ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO
A WATER SURFACE. ®-- SEE TABLE #1 & DETAIL #12. GLAZING.
DECKING. MINIMUM TABLE TABLE TABLE `' CONSTRUCTION. EXPANSIVE 501E DETAILS ARE VALID ONLY FOR STATED EQUIVALENT FLUID B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
WIDTH PER LOCAL B TE F G BOND BEAM. 3" BELOW 3 PRESSURES AND OBTAIN A SOILS POOL ENGINEERING INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR
BUILDING CODE. N O #4 BARS (3) #4 BARS. (3) #4 BARS. (3) #4 BARS CONTINUOUS SHOTCRETE INSPECTION
Q c� o G `.� it E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS
C �y 3'-0" MIN. z �' +1 � ¢ AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1805.3). WHERE REQUIRED ALL PNEUMAl1C CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
0 3 m VERTICAL VERTICAL VERTICALF3'
VERTICAL 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON- INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
D (� (� I ¢ ii - F a D R C STEEL C STEEL C STEEL STEEL STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES AMONG
I ¢ N a o ij CONCRETE DECKING AND POOL GEOMEIRICS. OTHERS REQUIRE CONTINUOUS INSPECTION:
c:)
m V) rCOPING w zl 3" aCD 3'0" 1'-0" 3" #3 ®12" 3" #3 ®12" 3" #3 ®12"#3 ®12" 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES A. THE CITIES OF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON,
NO R. B. i o _ 0c V� I li Z o ' - - - - - -- - - NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. HERMOSA BEACH, IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS, LAKE
1 Z:7 r -�-1n ¢ " ¢m R ! _ - CER. rn a ¢ 3'6" 1'-0' 3" - - - 3" - - - - 3" - - - 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2007 EDITIONS OF THE CALIFORNIA BUILDING ELSINORE, LONG BEACH, LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH, STANTON,
I ¢ a BENCH STEPS] ~ CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CAUFORNIA MECHANICAL CODE (CMC), TUSTIN, VILLA PARK, WESTMINSTER & ONTARIO.
m i� ¢ SEE OPTIONS I 1 / w F 4'0" 1'-0" 3" 3" 4" -- CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, AND LOCAL ORDINANCES. TITLE
-� ABOVE J 1 G� UNDISTURBED SOIL rn 4'6" 1'-O" 3" 3�/Z" - - 5" - - 5" - - 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC 24
u) ¢ - N F I 1500 PSF MIN. °D - STANDARDS AND/OR LOCAL CODES. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT:
r I ¢r J ' BEARING VALUE. , 5'0" 1'-6" 3" #3 G 6" 4" #3 0 6_ 5" #3 G 6" 5" #3 G 6_ 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE
rn - INFLUENCE LINE ( iIz- 5'6" 2'-0" 3" 4" 5" 5�iz" 9• PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, WEATHERPROOF OPERATING
FOR FOOTING C' SHOTCRETE COVER �, F _ - - - - - - - - - _ - - ASSISTIVE DEVICES FOR THE DISABLED. INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO
UNDER- J IO.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. PILOT LIGHT.
WATER i SURCHARGE TO BE CHANGED ( •G QOM �P� 6'0" 2'-6" 3" - 4" 6" --- 5%' _ - POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT 2. SYSTEM IS INSTALLED WITH:
LIGHT PER I ( a, UNIFORMLY. I <v - - - � PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS A. AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
% SEE TABLE 1 I 6'6" 3'-0" 3" _ - - 4%" - - 7" - - 6%' - - - - OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
DETAIL #10. 0° . ADD #3 0 12" O.C. a MANUFACTURERS RECOMMENDATIONS.
5� I T0" 3'-6" 3" - 5" - 8" - 7fi" - -- 3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF
LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY->' _ - - - - - - - PEAK OPERATION.
• " FOR EXP. SOILS. VARY, LOCATE STEEL _ _ - - %- - - 1 - ELECTRICAL AND PLUMBING
TYP. FLOOR 3" CLR FROM EARTH ` 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE CEC. FENCING AND BARRIERS
STEEL BASKET IS NOT REQUIRED SURCHARGE CONDITION: - - 8'O" 4'-6" 3" - - 6" - - - - 9" - - - - 8�/Z" - - - 2. IN ACCORDANCE WITH CEC SECTION 680.26, ALL METAL WITHIN 5' HORIZ. OF INSIDE WALL i. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH
- 6" THICK MIN. SHOTCRETE (GUNITE) VERTICAL STEEL. 24" MIN. r , OF POOL AND 12' VERT. ABOVE WATER LINE MUST BE BONDED VIA EQUIPOTENTIAL BONDING FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE SELF-CLOSING &
USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 � 8'6" 5'-O" 3" - - 6" 9" 8fz"
DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. (BUILDING SURCHARGE) WHEN EXTEND WALL GRID. BONDING GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3' HORIZ. BEYOND SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE
ENCROACH INTO GUNITE SHE EACH DIRECTION �` INSIDE WALL OF POOL CONCRETE REINFORCING TIE WIRES SHALL BE MADE TIGHT FOR LOCAL CODES SHALL PREVAIL.
SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. L BONDING PURPOSES. 2. WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE CBC SECTION
CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W' IS LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. (30" MIN. FOR TABLE 5G) INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 3109, INCLUDING LOCALLY ADOPTED AMENDMENTS.
PROVIDE (2) ANTI -VORTEX CIRCULATION DRAINS PER PUMP, HYDROSTATIC VALVE AND ROCK MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL 4. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACAL REGULATIONS.. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE LOS
COVERED WITH APPROVED A.S.M.E. ANTI -ENTRAPMENT GRATES, PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL 5. ACCORDANCE WITH BE FLOPPED WITH A FILTERING SYSTEM & A DRAIN. ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE
THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY MASONRY SCREEN OR GARDEN WALL. (RAISED OR NOT RAISED). 'D' IS DISTANCE DOWN BUILDING FOOTING REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING POOL
PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED WALL DOES NOT REQUIREFROM TOP OF POOL WALL. SURCHARGE 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. SITE PLAN.
BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL 7. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH B. IN THE CITY OF SAN DIEGO FENCES AND BARRIERS SHALL COMPLY WITH THE
PLUMBING NOTE 8. SURCHARGE DETAIL) BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) THE CPC. REQUIREMENTS FOUND IN THE CITY OF SAN DIEGO MUNICIPAL CODE, CHAPTER 14,
8. CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH & ARTICLE 05, DIVISION 03.
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM. COUND,. IN THE COUNTY OF SAN BERNADINO, PROTECTIVE BARRIERS ARE REQUIRED IN
TYPICAL LONGITUDINAL SECTION N•T•s• 2 STANDARD WALL SECTION N.T.S. 1 9. WHERE REINFORCING STEEL PROVISIONS SHALL BE MADESENCAPSULATED WITH A FOR AN ALTERNATIVE MEANSCTONDUCTIVE ELMNATEOVOLTTAGEE COIMMING N O WITH SAN BES ADINONDA COUNTY CODE SECTION BTO SITE
SEE COPY OF
GRADIENTS THAT WOULD OTHERWISE BE PROVIDED BY BONDED REINFORCING STEEL. SWIMMING POOL ENCLOSURE STANDARD PROCEDURE ATTACHED TO SIZE PLAN.
STRUCTURAL NOTES COUNTY OF LOS ANGELES SPECIAL NOTES
SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE Of 1500 PSF. CONCRETE SHALL BE PLACED SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS,
THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WAL
WHEN LESS THAN 10 AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL THIS AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THE
L.
(SEE GENERAL NOTES #3) SURCHARGES NOT COVERED BY THIS BOND BEAM PER
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 0 i 1/4" PER
SURCHARGE DETAILS ARE REQUIRED. F00T
SPECIAL DETAIL REQUIRED i I W 1 3 0 TOP
WHEN LESS THAN POOL DEPTH OR H/4 I I' X m w i O #
SPECIAL DETAIL REQUIRED (7.5' MAX. H/4) Z `` m -WATERPROOFING RECOMMENDED.
HORIZ. STEEL " m z
WHEN LESS THAN H/6 o = m 6" C.M.U. W/
(10' MIN., 20' MAX.) BARS 0 12" O.C. I N N a U I #3 VERT. BAR 0 24" O.C.
I ¢ w 0 I SOLID GROUT.
ALTERNATIVE BOND -r o $
PER C.B.C. SECTION 1805.3.3 BEAM LOCATION�. = BOND BEAM
WATER III
VERT. STEEL i LINE. VERTICAL STEEL W/
SURCHARGE CONDITIONS _ ADDITIONAL SPECIAL DETAILS N.T.S. 3 ��ul s E, F OR G 24" MIN. EMBED.
REQUIRED FOR CONDITIONS ABOVE 3" 'C' TYP. HORIZ. STEEL
REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' 61, r, 3"
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR.
BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES:
(GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE It (NON -MOISTURE
APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO IBC SEC. 2103, AND
SCHEDULE. ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF I'm = 1500 psi.
2. GROUT SHALL CONFORM TO IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. SEE IBC
a ° POOL FLOOR THICKNESS 1 , TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS.
i Q ° . a a MAY VARY TO ACHIEVE ? / m 3. MORTAR SHALL BE TYPE M WITH f c = 1800 psi AND SHALL CONFORM TO IBC SEC. 2103
4 a .. DESIRED WATER DEPTH. a ---- ----. & ASTM C 270. SEE IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
HORIZ. BAR
LAP SPLICE:
DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS. 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY
E.F.P. 30 P.C.F.
45 P.C.F.
62.4 P.C.F.
D C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
3.6" 3"
#3 0 12"
3"
#3 0 12"
-
3"
#3 0 12"
-
4'0' 3'
-
-
3"+
4'6" 3"
3%"
5"
5'0" 3"
#3 0 6"
3%-
#3 0 6"
---
-
---_.
5"
#3 0 6-
-
- - -
----
5'6" 3"
----
4"
6"
6'0" 3%"
-
5"
7"
66" 4"
SHOTGRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY
6"
8"
7'0" 5"6"
7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150.
#3 0 4"
- -
-
8"
#3 0 3"
-
6" 5��"
- -
--
6"
8'0" 6%"
-
--
7"
-
-
-
-
----
-
-
T
--
8/z"
--
-.-
----
-
8'6" 7�"
--
-
- -
8"
9�/z"
910. 8"
-
9"
10�/Z"
9'6' 9"
-
- -
10"
11-
1010" 9"
--
11"
12"
11'0" g"
--
-
11"
12%"--
il - -- r SPECIFICATIONS.
SEE STRUCTURAL NOTE #1
MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. N.T.S. 5 NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6
SHALLOW FEATURES - UNDISTURBED OR 90% COMPACTED SOIL '4 RAISED BOND BEAM HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
NOTE: BOND BEAM PER TABLE 9" & LARGER CONCRETE COPING. 9 1 2" 3RD AND/OR 4TH IDEAS, DETAILS, NOTES &SPECIFICATIONS EITHER COPIES
SPA AIR -LINE N0. 1 &DETAIL 12. 6"-8" / / OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
# '�`''`- 2" 2" EXPANSION JOINT & SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
MAY BE LOOPED _ MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
"nom" a 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. t0 I COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
INTO SPA BOND LEVEL TOP OF GUNITE 1 -PROVIDE 2 1/2
z ® 6 i PER DETAIL #8 " / " IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
BEAM. MAINTAIN ¢ g o i (2) #3 a (4) #3 BARS / `� COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY .
__ , W GROUT &PLACE CER. BETWEEN
BARS. DECKING ELECTRICAL 'J' BOX.
1° CLR. TO REINF. a 1 ' ? 6" O #15 FELT OR 4 MIL PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
ICD v~i 1" MIN. CLR. VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER / (� # �`� AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
M w I THICK X #3 BARS COPING FINISH BOND BEAM W 4 3 BARS DECKING. a
„ w ¢ AROUND ALL 4 _ E- LINE OR FLOOD LINE WHICH TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
w 13" SPA LIGHT 12" O.C. N 3 BARS 12" m GRADE. PER TABLE #1 &DETAIL #12.
PIPES. # EO THE USER ACKNOWLEDGES THAT HE HAS READ &
_ o EA.WAY. O.C. EA. WAY. VER IS GREATER. BOND BEAM PER TABLE N0. 1. UNDERSTANDS ALL Of THE NOTES INCLUDED HEREIN.
SKIMMER PLUMBING MAY 8E LOCATED
EQ. EQ. ATER �C COVER. V� I) 11 6.n
`� IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
W WATERCALCS BY: A.J.C.
LINE. 24" \ i ifi i -, MAINTAIN 1" CER. TO REINF. 3" BARS MAY BE OVER OR
REINFORCING PER DETAIL #10. 6" LINE. (2) #3 BARS m
V 2 1/2" o c; UNDER VERTICAL BARS.
LAP V l COMPACTED CER.
NOT REQUIRED IF 6" MIN. MIN BEND �S ZE chi FILL-7CER. X DRAWN BY: T.L.L.
CLEAR PROVIDED. BOND � sy' M o � � PRECAST COPING OR BRICK 12
J z 5" MIN.-�� I '60 w 9! 1 z
24" MIN. LAP a AROUND ALL. BEAM �� _ J7 a �07y 4 0 ' ®Q 8" CHECKED BY: R.L.L.
CIRCULATION DRAINS: `o � ' INTO SPA FLOOR #3 BARS UNDER �\\ \ `,1, MSN, d o it w
PROVIDE 2 ANTI -VORTEX CIRCULATION DRAINS PER PUMP, N 2 3 'Z' BARS SKIMMER. \F ' 6 J m #3 BARS BENT
OR POOL WALL. 0 12"O.C. O # Ir #8 COPPER ¢ O� 1 ° J ¢ X (2) #3 BARS N 0 48" O.C.
COVERED (WITH APPROVED A.S.M.E. ANTI -ENTRAPMENT GRATES, EA. WAY. GROUND WIRE
THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY r ! i o \ �A N � a VENEER.
PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SECTION AT SKIMMER �' J I `� D 9 \� t° o BEND " (6) #4 BARS. R Q
SEPARATED BY THREE FEET IN ANY DIMENSION. SEE C.E.C. APPROVED F _ - - - P A J. C
FIXTURE FA _ _ c0 VERT. STEEL 3 �,A q`
ELECTRICAL AND PLUMBING NOTE 8. CONDUIT.
LENS r F,�,O 45' OR 90'. t_ \1 E-11LE CLR. t�t.Q' N J. C®� F
24" 6" RECESSED � NO DECK WITH
POOL MIN. (2) #3 BARS MI . LIGHT. a._�9Tio ° J`' 2� BOND BEAM PER - j \ ca e y
SPA DETAILS _ SPA DETAILS MAY BE USED i� LAP EACH WAY L S �Q� `Q`' TABLE N0.1. E -PLASTER EXPANSIVE SOIL CONDITION ONLY w o 58 8
N•T•S• 7 AROUND NICHE. 18" MIN. �� E.F.P. = 62.4 P.C.F.
FOR SPAS WITHOUT POOLS., LAP, TYP. �° ��`� ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY
CLR.
4'-0" MIN. IMPERVIOUS DECK a a i1'1g7 IV14
APPROVED SEALANT - -; VERT. STEEL WOOD POST FROM
SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER - #3 0 6" O.C. ATTACHED PATIO COVER Or iFQ
PER FOOT DRAIN 0 (2) #3 BARS. NOS: 5'-0" DEEP & BELOW. MAX. DEAD + LIVE LOAD = 2000 Ib.
3 1 /2" E--- _ _
z �^ NOTE; - 1 . INSTALL NO. 8 BRASS CONDUIT TOPER POOL REBND WIRE FROM LIGHT AROR ON METALLICCHE TO HORIZONTAL STEEL a OR { i LEVEL TOP OF BOND BEAM
ROCK ON BOND BEAM. I I WITH GROUT & PLACE 15
w x rn 5" MIN. #3 BARS 0 12" O.C. TYP. M
g � w J zl = tI 3" CLR. -�"M CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE L? FELT OR 4 MIL. VISQUEEN ON
SATURATION PROVIDE CONTROL JOINTS - INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. GALV. SIMPSON POST BASE. I PLAN VAUD ONLY WITH WET
g N 00 N RECOMMENDED WHERE APPROPRIATE. IT - TYPICAL TYPICAL. TOP OF BOND BEAM.
NOTE BOND PER ELECTRICAL & I- i 1 ,
LU `` 1 J PRIOR TO 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH E)(TRA REINFORCING 10 EXTEND PLUMBING NOTE 2. STAMP & ENGINEERS SIGNATURE
L. POURING DECK. - PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. MAS11C IN RED INK ON PLAN.
6" REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2" MIN. CONC. DECKING. a `a""'' AUTHORIZED SIGNATURES:
SEE ELECTRICAL AND <-TILE
PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED OTHER EXP. MATERIAL CONCRETE SHALL
3 NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE RONALD L LACHER, P.E.
y EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. AARON J. COWEN, P.E.
TODD L. LACHER, P.E.
EXPANSIVE SOIL DETAILS IN ARE NOT MET SOILS
T MIN DECK
N.T.S. $ SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.s. J12 TRAMS
N DEO SION, P.E.
SHEET:
STANDARD PLAN APPROVALS: pOOI Ron Lacher, R.C.E.
CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #07-13533-225A-01 KERN COUNTY: #213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT) STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave.
CITY OF ONTARIO: RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) THE 2007 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807
SAN DIEGO: MP #92 ORANGE COUNTY: #SW -07-0348 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES Inc. Fax: (714) 630-6114
100
SIMI VALLEY: SP1 REQ'S SIMI VALLEY NOTES ATTACHMENT LOS ANGELES COUNTY: #26077 STRU CTU RAL PLAN c2oos INTERNATIONAL BUILDING CODE)
Phone: (714) 630-6100
SANTA CLARITA: #306 REQ'S SUPPLEMENTAL NOTES CITY OF BEVERLY HILLS: #13
3-04 RARS IN BEAM (a) 10' COPYRIGHT 2007-2008, POOL ENGINEERING INC.
DAM WALL
PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM SITE PLAN.
-LAP INTO SPA REINF.
HORIZ. BAR
LAP SPLICE:
DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS. 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY
-LAP INSIDE BARS INTO SPA REINF.
-LAP OUTSIDE BARS INTO POOL REINF.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 BUILDING CODE (LACBC).
FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS THAN
CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN 2 1/2
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH THE FEET
EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS #4
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. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED
PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1913 & SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE,
SHOTGRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY
REQUIREMENTS.
7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150.
8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318
SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING
OFFICIAL
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
10.ALLINTERIOR SURFACES OF POOL/'SPA SHALL BE COATED WITH A WATER-RESITANT
SURFACE.
11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED
5 -FEET.
il - -- r SPECIFICATIONS.
SEE STRUCTURAL NOTE #1
MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. N.T.S. 5 NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6
SHALLOW FEATURES - UNDISTURBED OR 90% COMPACTED SOIL '4 RAISED BOND BEAM HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
NOTE: BOND BEAM PER TABLE 9" & LARGER CONCRETE COPING. 9 1 2" 3RD AND/OR 4TH IDEAS, DETAILS, NOTES &SPECIFICATIONS EITHER COPIES
SPA AIR -LINE N0. 1 &DETAIL 12. 6"-8" / / OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
# '�`''`- 2" 2" EXPANSION JOINT & SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
MAY BE LOOPED _ MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
"nom" a 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. t0 I COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
INTO SPA BOND LEVEL TOP OF GUNITE 1 -PROVIDE 2 1/2
z ® 6 i PER DETAIL #8 " / " IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
BEAM. MAINTAIN ¢ g o i (2) #3 a (4) #3 BARS / `� COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY .
__ , W GROUT &PLACE CER. BETWEEN
BARS. DECKING ELECTRICAL 'J' BOX.
1° CLR. TO REINF. a 1 ' ? 6" O #15 FELT OR 4 MIL PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
ICD v~i 1" MIN. CLR. VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER / (� # �`� AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
M w I THICK X #3 BARS COPING FINISH BOND BEAM W 4 3 BARS DECKING. a
„ w ¢ AROUND ALL 4 _ E- LINE OR FLOOD LINE WHICH TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
w 13" SPA LIGHT 12" O.C. N 3 BARS 12" m GRADE. PER TABLE #1 &DETAIL #12.
PIPES. # EO THE USER ACKNOWLEDGES THAT HE HAS READ &
_ o EA.WAY. O.C. EA. WAY. VER IS GREATER. BOND BEAM PER TABLE N0. 1. UNDERSTANDS ALL Of THE NOTES INCLUDED HEREIN.
SKIMMER PLUMBING MAY 8E LOCATED
EQ. EQ. ATER �C COVER. V� I) 11 6.n
`� IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
W WATERCALCS BY: A.J.C.
LINE. 24" \ i ifi i -, MAINTAIN 1" CER. TO REINF. 3" BARS MAY BE OVER OR
REINFORCING PER DETAIL #10. 6" LINE. (2) #3 BARS m
V 2 1/2" o c; UNDER VERTICAL BARS.
LAP V l COMPACTED CER.
NOT REQUIRED IF 6" MIN. MIN BEND �S ZE chi FILL-7CER. X DRAWN BY: T.L.L.
CLEAR PROVIDED. BOND � sy' M o � � PRECAST COPING OR BRICK 12
J z 5" MIN.-�� I '60 w 9! 1 z
24" MIN. LAP a AROUND ALL. BEAM �� _ J7 a �07y 4 0 ' ®Q 8" CHECKED BY: R.L.L.
CIRCULATION DRAINS: `o � ' INTO SPA FLOOR #3 BARS UNDER �\\ \ `,1, MSN, d o it w
PROVIDE 2 ANTI -VORTEX CIRCULATION DRAINS PER PUMP, N 2 3 'Z' BARS SKIMMER. \F ' 6 J m #3 BARS BENT
OR POOL WALL. 0 12"O.C. O # Ir #8 COPPER ¢ O� 1 ° J ¢ X (2) #3 BARS N 0 48" O.C.
COVERED (WITH APPROVED A.S.M.E. ANTI -ENTRAPMENT GRATES, EA. WAY. GROUND WIRE
THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY r ! i o \ �A N � a VENEER.
PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SECTION AT SKIMMER �' J I `� D 9 \� t° o BEND " (6) #4 BARS. R Q
SEPARATED BY THREE FEET IN ANY DIMENSION. SEE C.E.C. APPROVED F _ - - - P A J. C
FIXTURE FA _ _ c0 VERT. STEEL 3 �,A q`
ELECTRICAL AND PLUMBING NOTE 8. CONDUIT.
LENS r F,�,O 45' OR 90'. t_ \1 E-11LE CLR. t�t.Q' N J. C®� F
24" 6" RECESSED � NO DECK WITH
POOL MIN. (2) #3 BARS MI . LIGHT. a._�9Tio ° J`' 2� BOND BEAM PER - j \ ca e y
SPA DETAILS _ SPA DETAILS MAY BE USED i� LAP EACH WAY L S �Q� `Q`' TABLE N0.1. E -PLASTER EXPANSIVE SOIL CONDITION ONLY w o 58 8
N•T•S• 7 AROUND NICHE. 18" MIN. �� E.F.P. = 62.4 P.C.F.
FOR SPAS WITHOUT POOLS., LAP, TYP. �° ��`� ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY
CLR.
4'-0" MIN. IMPERVIOUS DECK a a i1'1g7 IV14
APPROVED SEALANT - -; VERT. STEEL WOOD POST FROM
SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER - #3 0 6" O.C. ATTACHED PATIO COVER Or iFQ
PER FOOT DRAIN 0 (2) #3 BARS. NOS: 5'-0" DEEP & BELOW. MAX. DEAD + LIVE LOAD = 2000 Ib.
3 1 /2" E--- _ _
z �^ NOTE; - 1 . INSTALL NO. 8 BRASS CONDUIT TOPER POOL REBND WIRE FROM LIGHT AROR ON METALLICCHE TO HORIZONTAL STEEL a OR { i LEVEL TOP OF BOND BEAM
ROCK ON BOND BEAM. I I WITH GROUT & PLACE 15
w x rn 5" MIN. #3 BARS 0 12" O.C. TYP. M
g � w J zl = tI 3" CLR. -�"M CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE L? FELT OR 4 MIL. VISQUEEN ON
SATURATION PROVIDE CONTROL JOINTS - INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. GALV. SIMPSON POST BASE. I PLAN VAUD ONLY WITH WET
g N 00 N RECOMMENDED WHERE APPROPRIATE. IT - TYPICAL TYPICAL. TOP OF BOND BEAM.
NOTE BOND PER ELECTRICAL & I- i 1 ,
LU `` 1 J PRIOR TO 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH E)(TRA REINFORCING 10 EXTEND PLUMBING NOTE 2. STAMP & ENGINEERS SIGNATURE
L. POURING DECK. - PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. MAS11C IN RED INK ON PLAN.
6" REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2" MIN. CONC. DECKING. a `a""'' AUTHORIZED SIGNATURES:
SEE ELECTRICAL AND <-TILE
PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED OTHER EXP. MATERIAL CONCRETE SHALL
3 NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE RONALD L LACHER, P.E.
y EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. AARON J. COWEN, P.E.
TODD L. LACHER, P.E.
EXPANSIVE SOIL DETAILS IN ARE NOT MET SOILS
T MIN DECK
N.T.S. $ SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.s. J12 TRAMS
N DEO SION, P.E.
SHEET:
STANDARD PLAN APPROVALS: pOOI Ron Lacher, R.C.E.
CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #07-13533-225A-01 KERN COUNTY: #213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT) STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave.
CITY OF ONTARIO: RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) THE 2007 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807
SAN DIEGO: MP #92 ORANGE COUNTY: #SW -07-0348 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES Inc. Fax: (714) 630-6114
100
SIMI VALLEY: SP1 REQ'S SIMI VALLEY NOTES ATTACHMENT LOS ANGELES COUNTY: #26077 STRU CTU RAL PLAN c2oos INTERNATIONAL BUILDING CODE)
Phone: (714) 630-6100
SANTA CLARITA: #306 REQ'S SUPPLEMENTAL NOTES CITY OF BEVERLY HILLS: #13
3-04 RARS IN BEAM (a) 10' COPYRIGHT 2007-2008, POOL ENGINEERING INC.
DAM WALL
6" DAM
-LAP INTO SPA REINF.
HORIZ. BAR
LAP SPLICE:
12" DAM
-LAP INSIDE BARS INTO SPA REINF.
-LAP OUTSIDE BARS INTO POOL REINF.
-)r -�Ll
'City of La Quinta.,
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico 1
• La Quinta,.CA 92253 - (760) 777-7012 s
Building Permit Application and Tracking Sheet', -
Permit #
Project Address: 5ZA bf "
A, P. Number:
Owner's Name: Qa�rr l.�n
Address:�� w p
Legal Description:
Contractor: Poo0
(/�•,..,
Address: % -74,94 VGJ-iL uj 5 r"E Z
City, ST, _Zip:'
Telephone:
P
Project Description:
City, $T, Zip: a(l G4- 9 2. L,11
Telephone: ? (, a—
State Lic. # : $ 9 1 oy8 City Lic. #:
Arch., Engr., Designer:
Address:
City, ST, Zip: ZXo;7
Telephone: t
State Lic. #:. 5887
Name of Contact Person: lea, Lav(\
'
Construction Type:. (fir 4,4 Occupancy;
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:
# Stories:
#Units: -
Telephone # of Contact Person: 7/r(— (o 3'o- loo
Estimated Value of Project: A9 ,
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal.
Req'd.
Rec'd
TRACKING'
PERMIT FEES .
Plan Sets
Plan Check submitted
Item.
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Floodplain plan x
Plans resubmittedMechanical
Grading, plan
2"'Review,.ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant DeedPians
picked up -
S.M.I. `
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''" Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. APpr
Date of permit issue
School Fees
•
,
Total Permit Fees