BPOL2016-0052 PlansVSA
T ECI
TO
6'-0" HIGH BLOCK WALL
WITH PLASTER FINISH
TO MATCH HOUSE
ADJACENT
LOT 71-D
DRY WELL
(SEE CIVIL)
POOL
0Fri CE ..
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
ATE fib/ 6 BY
80670 Via Monecito
La Quinta CA 92253
RE0!7
ED
APR 2 12016
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT
SITE PLAN
/ Ch ' her J. Biedenbach R.C.E.
Pool Engineering, Inc.
details shall take precedence over conflicts with site plan,
41-Z I"16 if
\
\
VSA
T ECI
TO
6'-0" HIGH BLOCK WALL
WITH PLASTER FINISH
TO MATCH HOUSE
ADJACENT
LOT 71-D
DRY WELL
(SEE CIVIL)
POOL
0Fri CE ..
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
ATE fib/ 6 BY
80670 Via Monecito
La Quinta CA 92253
RE0!7
ED
APR 2 12016
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT
SITE PLAN
/ Ch ' her J. Biedenbach R.C.E.
Pool Engineering, Inc.
details shall take precedence over conflicts with site plan,
41-Z I"16 if
EXPANSION JOINT & SEALANT ' MIN. STRAIGHT OR ANGLED"GENERAL NOTES.
REQUIRED PER STD. POOL 6' 12' 12
EXTERIOR POOL WALL
STRUCTURAL PLAN, DETAIL #8. EXTEND FINISH SURFACE TROUGH 1. LAP ALL STEEL 24"
MIN.
:n�^V''i uM^./'1.M^.nM^.PSnN`V'"titNu.Mr✓'1N'lrv"i:.r�^•s'^v
MATERIAL 2' TO CONTAIN UNLESS NOTED OTHERWISE.
,+e,/••O;,,x•.:V+:aV"v7M.^l'�+✓°'1r..^'�r ^^.n�"v✓";r✓`^uX1N'i�V`
DECKING. X s5' t-WATER UNE. SPLASH-.OUT. n
POOL DECK SHALL NOT r� �" 2. MAINTAIN 2 CLEARANCE
BE SUPPORTED BY TROUGH. 3' (2) #3 BARS HORIZ. , (2) #3 BARS. WATER UNE.
�r CLR. HORIZONTAL BETWEEN ALL PLUMBING
#3 BAR 0 12' O.C.
�� "N , & REINFORCING STEEL. o
M1r'
LVERTICAL & HORIZ. N s'"V (2) #3 BARS 3. FOR POOL WALL GUNITE 04 cm
a
('4 li • HORIZONTAL N
THICKNESS & STEEL ui aisg
6' X 6' TROUGH. j�40
(2) #3 HORIZ. BARS , c: ` i REINFORCING, SEE STANDARD b a' o o
2 1/2' CLR. D.C. - 3 cLR.a POOL STRUCTURAL PLAN.
#3 BAR 0 12' O.C.co
v
'C-4 Ira PVC PIPE. d VERTICAL & HORIZ. s F-
U
OiY
d N J POOL AREA. =i `_ _ m z E v y
4
�t , I Z C p (6 X 0
#3 BAR ®12'O.C. Q `�� ma
#3 BAR 0 12' O.C. _ J L POOL AREA. 7 N c. t
� � Q � a
BOND BEAM REINFORCING BOND BEAM REINFORCING
d PER STD. POOL STRUCTURAL `+ PER STD. POOL STRUCTURAL N
UNDISTURBED SOIL PLAN, DETAIL #1 & #12. PLAN, DETAIL #1 & # 12.
1000 PSF MIN.
BEARING VALUE 2' CLR. �v 0� I'p` EN pep T• � c
7 ..._ 2' CLR. G &SAF L
UNDISTURBED SOIL v1LO�N
1000 PSF MIN. SEE GENERAL NOTES #3.®� �tON
SEE GENERAL NOTES #3. BEARING VALUE o�CONSTRUC O .�
3' CLR. 3' CLR. BY
p,TE���
TROUGH AT LEVEL EDGE A TROUGH AT TOP OF WEIR WALL B
_ I
2'-6' 2'-6'
EXPANSION JOINT & SEALANT
REQUIRED PER STD. POOL VARIES 6' VARIES
00
STRUCTURAL PLAN, DETAIL #8.
(2) #3 BARS #3 0 12' O.C. p z
DECKING. HORIZ. IN N U
POOL DECK SHALL NOT BOND BEAM.
BE SUPPORTED BY TROUGH. a RO �i S ckf
z Q
_ vtNlrv`'ir.MnM N^.:r•�ty"•.1'^•S✓`1+Y"lal1N':JtM•.r ^^V°'vsr^,r;M:.� Q (` Z a z j
WATER UNE. L ��'� Q ej O yG1 z O z OU U
1 ; rl.4 2' 5' is O
_...:::._..:::._.._::,.......:: d• 4 0 12' O.C. L z
I` LEVEL TOP OF GUTTER WALL;WITIi UNE. z �w N
RECTANGULAR TROUGH (2) #3 BARS GROUT & PLACE 15# FELT OR 4 MIL. E_ 3 �� * 3 `p
4 HORIZ IN VISQUEEN ON TOP OF GUTTER WALL - ; ! () # S P J c w a
2 3 BARS
HORIZONTAL z m
CIVIL
#3 BAR 0 12' O.C. (2) #3 CONTINUOUS HORIZ. BARS. IFO�' O z p
a. VERTICAL & HORIZ. i , Or CA` o w a
' 3sN #3 BARS 0 12' O.C. ¢ w z
p`1� 7I CLR. VERTICAL & HORIZ. Q Q
a L POOL AREA. BOND BEAM REINFORCING , O'z O_ o N
C-4 J 7 PER STD. POOL STRUCTURAL N N
PLAN, DETAIL #1 & # 12.
i #3 BAR ®12' O.C. I N a POOL AREA. 7 DATE: 01/03/14 ~
BOND BEAM REINFORCING -_I
PER STD. POOL STRUCTURAL
` UNDISTURBED SOILy PLAN, DETAIL #1 & #12 sT' r CALCS BY: R.L.L.
1000 PSF MIN._
BEARING VALUE 7 o E— SEE GENERAL NOTES #3. UNDISTURBED
PSFDMIN IL ; _� CHECKED BY: R.L.L. .� SEE GENERAL
BEARING VALUE 7 NOTES #3.
3' CLR. 2' CLR. 3' CLR. 1 1.2" CLR. VANISHING OR ZERO EDGE TROUGH
' & OVERFLOW GUTTER DETAIL
TROUGH AT ZERO EDGE C OVERFLOW GUTTER D DETAIL #649
1 C0 IRI 014, 00 GINEERING INC.
ko
THIS ESIGNLAN IS INTENDED FOR THE
ON YPTHE POOL CONTRACTOR ORSTRUCTURAL
S DADVISED
TO REFER TO THE LATEST EDITION OF THE APSP
BUILDERS MANUAL FOR PROPER VANISHING EDGE
1 CONSTRUCTION TRADE PRACTICE, INCLUDING BUT NOT
J LIMITED TO CATCH POOL SIZING, CONFIGURATION AND
DROP FROM MAIN POOL
---...... ... .......
- --- -- '- _ '--'-'--._...-------- ..
BASIN WIDTH
y L DISTANCE TO DAYLIGHT - 'Q'
'Q' = h/6 (10'-0" MIN., 20'-0' MAX.) OR
PER SOILS REPORT. IF 'Q' IS LESS THAN
h/6 (10'-0' MIN.), USE DETAIL #651.
CONDITION C:
BASIN FLOOR ABOVE POOL FLOOR C
6" 3'-0" MAX. 1, 12" MIN.
BASIN WIDTH - I _j
(4) #4 BARS AT TOP.
f
NOTE: r
HORIZ. BARS MAY BE OVER w� N
OR UNDER VERT. BARS, a
MAINTAIN SPECIFIED (2) #4 #3 BARS ® ! 2°
CLEARANCE TO VERT BARS. BARS. 12" O.C. VERT. CLR.
l FOR STEEL
(4) #4 BARS AT TOP. EARTH LEVEL r Y REINFORCING
% MAY BE AT / / CLR. •± SEE TABLE 650. a
TOP OF WALL / EQ. EQ.
ZE
t o W
/ X II D
Q
i
#3 BARS ®12"
/ `o O.C. HORIZ.
1
2'
CLR. Lu #4 BARS ® 6" . G�
— FOR STEEL > O.C. VERTICAL r
�.
REINFORCING.
SEE TABLE 650. W -t
o #3 BARS ® N Q.
- t t N 12' O.C. HORIZ.
IV AL
— #3 BARS ® 12" r `4
O.C. HORIZ. Xr w C' t'
I
� I 'T )r: — — BARS ! I J I' ' I , u. f-11
-col i ®6' O.C. r24" MIN. LAP _ 24" MIN. LAP
(2) #4
I 4'-0°
#3 BARS
3'-0' MAX. 12" MIN.
'Q' = h/6 (10'-0' MIN., 20'-0' MAX.) OR
PER SOILS REPORT. IF 'Q' IS LESS THAN
BARS.
#3 ® 12-
X11 D.C. VERT.
I
BASIN WIDTH
UNDISTURBED SOIL OR
3'-6"
1 12"
'
90% COMPACT FILL
Z
12"
(4) #4 BARS AT TOP.
CONDITION B:
N U
EARTH LEVEL
12"
l
2'
`g
MAY BE AT
6'-0'
(
CLR,
HORIZ. BARS MAY BE OVER
TOP OF WALL
EQ.
N
EQ.
add (3) #4
OR UNDER VERT. BARS,
a
°
TYPICAL REBAR
C
/
MAINTAIN SPECIFIED
>
"
4
/ Q
CLR.
CLEARANCE TO VERT BARS. .
W
92A)RS4
12" O.C. VERT.
}
12' O.C. E.W.
N �
l O C
7'-6"
a
o
-
BASIC GRID
#4 BARS ® 6-
I
1
#3 BARS
® 12" O.C.
90% COMPACT FILL
O.C. VERTICAL
N
W
/
(
Of
REINFORCING
EARTH LEVEL
/ 'EO
EO J
SEE TABLE 650.
MAY BE AT
TOP OF WALL
i
BARS ®
'G �
JT#3
12" O.C. HORIZ.
w
N
ci
G G J
r
W
n
G
#4I
®
BARS I
6' O.C.
w
= 8°
EMBEDMENT
7
24" MIN. LAP
INTO
POOL ' 3" CLR..
_L
JWALL
D.C.DBARS ®12'
HORIZ.
y L DISTANCE TO DAYLIGHT - 'Q'
'Q' = h/6 (10'-0" MIN., 20'-0' MAX.) OR
PER SOILS REPORT. IF 'Q' IS LESS THAN
h/6 (10'-0' MIN.), USE DETAIL #651.
CONDITION C:
BASIN FLOOR ABOVE POOL FLOOR C
6" 3'-0" MAX. 1, 12" MIN.
BASIN WIDTH - I _j
(4) #4 BARS AT TOP.
f
NOTE: r
HORIZ. BARS MAY BE OVER w� N
OR UNDER VERT. BARS, a
MAINTAIN SPECIFIED (2) #4 #3 BARS ® ! 2°
CLEARANCE TO VERT BARS. BARS. 12" O.C. VERT. CLR.
l FOR STEEL
(4) #4 BARS AT TOP. EARTH LEVEL r Y REINFORCING
% MAY BE AT / / CLR. •± SEE TABLE 650. a
TOP OF WALL / EQ. EQ.
ZE
t o W
/ X II D
Q
i
#3 BARS ®12"
/ `o O.C. HORIZ.
1
2'
CLR. Lu #4 BARS ® 6" . G�
— FOR STEEL > O.C. VERTICAL r
�.
REINFORCING.
SEE TABLE 650. W -t
o #3 BARS ® N Q.
- t t N 12' O.C. HORIZ.
IV AL
— #3 BARS ® 12" r `4
O.C. HORIZ. Xr w C' t'
I
� I 'T )r: — — BARS ! I J I' ' I , u. f-11
-col i ®6' O.C. r24" MIN. LAP _ 24" MIN. LAP
Z
L DISTANCE TO DAYLIGHT - 'Q' �L
I 4'-0°
6"
3'-0' MAX. 12" MIN.
'Q' = h/6 (10'-0' MIN., 20'-0' MAX.) OR
PER SOILS REPORT. IF 'Q' IS LESS THAN
l
#3 ® 12-
3'-0'
BASIN WIDTH
UNDISTURBED SOIL OR
3'-6"
1 12"
'
90% COMPACT FILL
Z
12"
(4) #4 BARS AT TOP.
CONDITION B:
12"
5'-0'
12"
B
NOTE:
`g
BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR
6'-0'
))
`l
24" MIN. LAP
HORIZ. BARS MAY BE OVER
w
'
N
l
add (3) #4
OR UNDER VERT. BARS,
a
°
TYPICAL REBAR
12'
'
MAINTAIN SPECIFIED
>
"
4
#3 BARS ®
CLR.
CLEARANCE TO VERT BARS. .
W
92A)RS4
12" O.C. VERT.
}
12' O.C. E.W.
N �
l O C
7'-6"
IN POOL FLOOR.
o
-
BASIC GRID
UNDISTURBED SOIL OR
I
#3 BARS
® 12" O.C.
90% COMPACT FILL
ll
FOR STEEL
/
(
a
REINFORCING
EARTH LEVEL
/ 'EO
EO J
SEE TABLE 650.
MAY BE AT
TOP OF WALL
i
N
/
r
n
#4 BARS ® 6-
..0
w
O.C. VERTICAL
24" MIN. LAP
D.C.DBARS ®12'
HORIZ.
-' UNDISTURBED SOIL OR
1 90% COMPACT FILL
W.
C) r-
#4 BARS
t
cn �
® 6" D.C.
Q LJ
N
•
• •
OA
`- C� — —
#4 BARS
Ti
�I
I
i
® 6"
O.C.
EQ EQ
Z
L DISTANCE TO DAYLIGHT - 'Q' �L
I 4'-0°
L
C-4
'Q' = h/6 (10'-0' MIN., 20'-0' MAX.) OR
PER SOILS REPORT. IF 'Q' IS LESS THAN
l
#3 ® 12-
3'-0'
h/6 (10'-0' MIN.), USE DETAIL #651.
UNDISTURBED SOIL OR
3'-6"
1 12"
'
90% COMPACT FILL
Z
12"
'
CONDITION B:
12"
5'-0'
12"
B
5'-6'
`g
BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR
6'-0'
12'
`l
24" MIN. LAP
6'-6"
12"
'
N
W
add (3) #4
7'-6"
G
°
TYPICAL REBAR
12'
'
6'-6"
12"
"
4
REINFORCING DIAGRAM
4
r-i�r ., ._...: .......
I --
W
TOP OF POOL WALL
--
#3 BARS
12' O.C. E.W.
o
7'-6"
IN POOL FLOOR.
o
-
BASIC GRID
UNDISTURBED SOIL OR
#3 BARS
® 12" O.C.
90% COMPACT FILL
EACH WAY.
STANDARD POOL STRUCTURAL PLAN, STRUCTURAL NOTE #1 IS REPEATED HERE
FOR EMPHASIS:
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 P.S.F. CONCRETE SHALL
BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED
90% COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS
FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL,
SUCH AS CUT -FILL TRANSITIONS.
SEE BACK FOR CALCULATIONS
NOTES
1. BASIN WALL & FLOOR DIMENSIONS
SHALL NOT BE EXCEEDED.
2. ALL STEEL SHALL BE 3' CLR. FROM
EARTH. ALL LAPS TO BE 24' MIN.
3. WEIR PITCH ANGLE MAY VARY IN
DEGREE AND DIRECTION TO SUIT
CONTRACTOR OR OWNER DESIGN
INTENT.
I— 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
j WALL ADD BARS TO BE EQUALLY
SPACED BETWEEN BASIC GRID.
s
DISTANCE TO DAYLIGHT - 'Q
'Q' = h/6 (10'-0" MIN., 20'-0' M/
PER SOILS REPORT. IF 'Q' IS LESS
h/6 (10'-0' MIN.), USE DETAIL 1
CONDITION A:
TABLE 650
'D' OR 'H' IS DISTANCE FROM TOP OF POOL
WALL DOWNWARD. BEGIN SPECIFIED STEEL & CUNITE
THICKNESS AT INDICATED 'D' OR 'H' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL #2)
POOL
DEPTH
NO RAISED
BOND BEAM
D
t
VERTICAL
STEEL
0' to 2'-6"
12"
#3 ® 12-
3'-0'
12"
#3 ® 6-
3'-6"
1 12"
'
4'-0"
12"
'
4'-6'
12"
5'-0'
12"
#3 ® 3"
5'-6'
12"
6'-0'
12'
'
6'-6"
12"
'
7'-0'
12"
add (3) #4
7'-6"
12"
°
6'-0"
12'
'
6'-6"
12"
"
Lu
Y
cJp`FE\
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0
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c p (a X C
W - Q LL d
0 /CL
zz
N O
wgLLJ �J
Q
Z C
Z Oz U U
W z
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>- W UO
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zm �ic~i1
DATE: 05/31/13 3 � x
EL N t--
CALCS BY: C.J.B.
CHECKED BY: A.J.C.
VANISHING EDGE
CANTILEVERED BASIN
EXPANSIVE SOIL
cc
m EQUIVALENT FLUID PRESSURE = 60 P.C.F
DETAIL :#65J0
COPYRIGHT 2013. POOL ENGINEERING IN .
VANISHING EDGE POOL WALL & BASIN DESIGN
Equivalent Fluid Pressure
WATER = 62.4 pcf
SOIL = 60 pcf
CONCRETE DESIGN PROPERTIES
fy (GR.40, #4 Bars and Smaller)
40000 psi
fy (GR.60, #5 Bars and Larger)
�Rf. �
60000 psi
_
Thickness of Basin Wall:
2500 psi
4)
0.90
-----_____-�,----------
--- 0.85 --
Unit Weight of Concrete: _
150 pcf
Vanishing Edge Pool Wall Design w/ Cantilevered Basin
BASIN PROPERTIES
Depth of Basin:
4.5 ft
Width of Basin:
_
_
Thickness of Basin Wall:
_3_ft
0.5 ft
Thickness of Basin Floor: _
1 ft
Minimum Depth to Basin Waller
2 ft�
POOL PROPERTIES
Factors
Pool Wall Thickness:
12 in
Pool Floor Thickness:
12 in
Max. Depth of Pool:
.----8.5 ft
Radius
0 ft
Load
Factors
Dead
1.4
Live
1.6
Soil
_
1.6�
~Water
Resisting _
1.4
__._. 2
-_------1
E_arthquake
Wind
_1.0
1.3
Reinforcing Clearances
CLR = 2 in (to water)
CLR = 3 in to soil
CANTILEVERED BASIN DESIGN
Loadin
Properties
Moment Strength Check
Steel Specification
Ultimate
Mload
ft -Ib
Ultimate
Mseff weight
ft -Ib
Ultimate Ultimate
Mresisting Mtotal
ft -Ib ft -Ib
t Reinforcing
Steel(in
As
.^2
Max. Steel
dia
in.
Steel
Grade
d a
in. (in.)
Nominal Moment
Strength, Mn Capacity
(ft -Ib Ratio
Moment
Check
Use Specified Steel
Throughout Basin
Section
Basin Wall
1458
118
0 1576
.Lj
6.0 #4 @ 6" O.C.
0.393
0.500
40
3.000 0.616
3174 0.497
OK
#4 @ 6" O.C.
Basin Floor
1 1327
1 4591
0 1 5918
112.01 #4 @ 6" O.C.
10.393
0.500
1 40
6.000 10.616
6711 1 0.882
1 OK
#4 @ 6" O.C.
VANISHING EDGE WALL DESIGN
Loadin
Properties
Moment Stren th Check
Steel Specification
Ultimate
Ultimate
Ultimate
Ultimate
Max. Steel
Steel
Nominal Moment
Begin Specified Steel
D
Mwater
Mbasin
Mresisting
Mtotai
t
Reinforcing
As
dia
Grade
d
a
Strength, Mn
Capacity
Moment
@ Corresponding
ft.
ft -Ib
ft -Ib
ft -Ib
ft -Ib
in.
Steel
in.^2
in.
in.
in.
ft -Ib
Ratio
Check
Depth
0.5
2
0
-45
0
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.000
OK
#3 @ 12" O.C.
1
15
0
-90
0
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.000
OK
#3 @ 12" O.C.
1.5
49
0
-135
0
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.000
OK
#3 @ 12" O.C.
2
116
0
-180
0
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.000
OK
#3 @ 12" O.C.
2.5
228
1655
-225
1658
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.516
OK
#3 @ 12" O.C.
3
393
2035
-270
2158
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.672
OK
#3 @ 6" O.C.
3.5
624
2437
-315
2746
12.0
#3 @ 6" O.C.
0.221
0.375
40
9.813
0.347
6391
0.430
OK
#3 @ 6" O.C.
4
932
2871
-360
3443
12.0
#3 @ 6" O.C.
0.221
0.375
40
9.813
0.347
6391
0.539
OK
#3 @ 6" O.C.
4.5
1327
3350
-405
4271
12.0
#3 @ 6" O.C.
0.221
0.375
40
9.813
0.347
6391
0.668
OK
#3 @ 6" O.C.
5
1820
3882
-450
5252
12.0
#3 @ 6" O.C.
0.221
0.375
40
9.813
0.347
6391
0.822
OK
#3 @ 3" O.C.
5.5
2422
4481
-495
6408
12.0
#3 @ 3" O.C.
0.442
0.375
40
9.813
0.693
12552
0.511
OK
#3 @ 3" O.C.
6
3145
5156
-540
7761
12.0
#3 @ 3" O.C.
0.442
0.375
40
9.813
0.693
12552
0.618
OK
#3 @ 3" O.C.
6.5
3999
5918
-585
9331
12.0
#3 @ 3" O.C.
0.442
0.375
40
9.813
0.693
12552
0.743
OK
#3 @ 3" O.C.
7
4994
5918
-630
10282
12.0
#3 @ 3" O.C.
0.442
0.375
40
9.813
0.693
12552
0.819
OK
#3 @ 12" O.C. (Add 3 #4 Bars)
7.5
6143
5918
-675
11385
12.0
#3 @ 12" O.C. (Add 3 #4 Bars)
0.699
0.500
40
9.750
1.096
19296
0.590
OK
#3 @ 12" O.C. (Add 3 #4 Bars)
8
7455
5918
-720
12652
12.0
#3 @ 12" O.C. (Add 3 #4 Bars)
0.699
•0.500
40
9.750
1.096
19296
0.656
OK
#3 @ 12" O.C. (Add 3 #4 Bars)
8.5
8942
5918
-765
14094
12.0
#3 @ 12" O.C. (Add 3 #4 Bars)
10.6991
0.500
40
9.750
1.096
19296
0.730
OK
#3 @ 12" O.C. Add 3 #4 Bars
ITRANSITIONI
12098
1 5918
1 -855
1 17160
12.0
#3 @ 12" O.C. Add 3#4 Bars
0.699
0.500
1 40
1 9.750
11.0961
19296
1 0.889
OK
#3 @ 12" O.C. Add 3 #4 Bars
NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
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 WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION
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 DEOX/HIGH EXP. BUILD'G SURCHARGE PLAN SHOWING POOL STRUCTURES. OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY UNE, 1. GLA, INCLUDING LOCALLY ADOPTED AMENDMENTS.
1. U 1 /4" PER F00T AWAY FROM POOL TYPICAL INCLUDING ALL SPEGAL DETAILS. USE OIHLYSLOPES N A SOILS REPORT MAYNBEEREQU RUED COUNTY
APPROVED AREAS AND THE 1 ALULZOF THE FOLLOWING CONDITIONS USED AS SHALL 8E SAFETY GLAZING WHEN
SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). /� (�
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF $HOTCRETE (GUNITE) WITHIN „ � " D POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE. A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE ANY STANDING OR
THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL WOOD FRAME BUILDING APPROVED SEALANT RECOMMENDED (PER 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE &ARE WALKING SURFACE.
1500 #/FOOT MAX. DETAIL #8). REQUIRED W/ EXPANSIVE SOIL RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE
TABLE 1 TABLE 5 BASIC GRID #3 COPING CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD CONTINUOUS SHOTCRETE INSPECTION
�\ BARS 0 12' O.C. `O `� 'o `� POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE
DRAIN SEETABLE#1 &DETAIL #12 OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID INSPECTOR IN CONFORMANCE WITH CBC SECTION ECIFI WHO SHALL SUBMIT I STATEMENT
A TABLE TABLE TABLE WATER SURFACE. �'-'" "`"'- 1\jr ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES
DECKING. MINIMUM APPROX. 3" BELOW f R (3) /3 BARS (4) #3 BARS (4) /3 BARS (4) %3 BARS RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. AMONG OTHERS REQUIRE CONTINUOUS INSPECTION:
WIDTH PER LOCAL B E F G BOND BEAM. 1 U) 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE A THE CITIES OF: BEVERLY HILLS, COSTA MESA, CHABR CITY, CYPRESS, LAGUNAHILLS,
BUILDING CODE. r, c a h Cr E F.P. 30 P.0 F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. HERMOSA BEACH, IRVINE NEWPORT BEACH, U HABRA, IE PALMA, ENA HILLS,
(✓ ���VVV 3'-0" MIN: X o o * 3 0° VERTICAL VERTICAL VERTICAL C VERTICAL CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS LAKE ELSINORE, LONG BEACH, LOS ALAMITOS MISSION VIEJO, NORCO, SEAL BEACH,
1 SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. STANTON, TUSTIN, VILLA PARK, WESTMINSTER, MORENO VALLEY, BELLFLOWER, YORBA
o a I- o D R C STEEL C STEEL C STEEL STEEL 4 NON S U�CNRA�L ILSTRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TES DICLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL,, LINDA, SAN DIEGO, SOUTHGATE, MONROVIA & ONTARIO (FOR SPECIAL CASES).
a COPING ,�� ,w, I a I 3'0" 1'-O" 3" #3 0 12" 3" #3 0 12" 3" #3 ®12" 3" �!3 ®12" FENCING, CONCRETE DECKING AND POOL GEOMETRICS. TIRE 24
-- -- f c m z 3" 1n o - - - 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
NO R.B.B. f I o- it `` A.
Z CLR. N x ¢ 3'6" 1'-0" 3" 3" 3" 3- DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE
1n < a , u a - - - - - - - - - BUILDING ENERGY EFFICIENCY STANDARDS.
whu• N 'uw' m
_ -- -
H o BENCH/STEPS - - - - 4'0" 1'-0" 3" 3" - - 4" _ _ _ 6. EXPANSION.
COSNSST•RUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE
4'
m r - 1 ♦ io w � - - - - BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL INSTALLED BEFORE THE PUMP.
o r ^
SEE
ABOVE TIONS 1 (-♦ UNDISTURBED SOIL c N 4-6-
j 1�_ - 3'%- - - 5" -
F 1500 PSF MIN. 'x CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013 3. ALL ELBOWS SHALL BE SWEEP ELBOWS.
J ♦ BEARING VALUE. 5'O" 1'-6' ' 6_ 4" #3 O 6_ 5" #3 0 6_ 5 BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING 4. MANDATORY REQUIREMENTS FOR POOL &SPA HEATING SYSTEMS &EQUIPMENT:
STANDARDS CODE AND LOCAL ORDINANCES 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
E < r 1 A - 4" 5" 51 T` 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL APPLIANCE EFFICIENCY REGULATIONS READILY ACCESSIBLE ON-OFF SWITCH,
i- INFLUENCE UNE 5'6" 2'-0" !(1P WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
rn - - - - GEOI+IETRIC STANDARDS AND/OR LOCAL CODES
FOR FOOTING TO BE OVER { •t', OJT P��' 6'O' 2'-6" 4' - 6" 5 ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
UNDER- SURCHARGE P - - - - 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 42 SYSTEM IS INSTALLED WITH:
i UNIFORMLY. I 4. " 4� 7• 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR A) AT LEAST 36' PIPE BETWEEN FILTER &HEATER FOR FUTURE SOLAR HEATING.
WATER I 6'6" 3' r FFR! (I IR' %" _ _ ,•„ ASSISTIVE DEVICES FOR THEM DISABLED.
LIGHT PER a; SEE TABLE 1 {
q - � 10.CONITRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS &DIMENSIONS AT JOB B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
DETAIL #10. I ' I I 0• ADD #3 0 12' O.C. ..... �� N 7'O" S-6" 3" 5" - 6" 7�" - - - SITE: POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE 4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
9 LONGITUDINAL 0 TRANSITION ACTUAL DIG UNE MAY-�� - - - - - - - - - - PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR PERMIT OFF PEAK OPERATION.
I VARY, LOCATE STEEL 7'6" 4'-0' 3" 5fi" biz" 8%"
FOR EXP. SOILS. - - - - T
RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS FENCING AND BARRIERS
TYP. FLOOR 3" CUR FROM EARTH �-`� g'0" 4'-6" 3 - 6" - 9"-8% REGULATIONS AND MANUFACTURERS RECOMMENDATIONS
STEEL BASKET IS NOT REQUIRED 6" THICK MIN. SHOTCRETE (GUNITE) SURCHARGE CONDITION: VERTICAL STEEL 1. PRIOR TO FILIVIG & THE POOH AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
��� ' S - 24' MIN. � HIGH FENCING &GATES WITH NO OPENINGS GREATER THAN 4'. GATES TO BE
USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 -- 8'6" 5'-0" 3" - - 6" - - 9" - 8fi" - ELECTRICAL AND PLUMBING
DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. (BUILDING SURCHARGE) WHEN ; EXTEND WALL 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC. SELF-CLOSING & SELF -LATCHING WITH ETCH A MIN. OF 5' HIGH. ACCESS GATES
ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. 2. POONL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN THROUGH FENCING SHALL OPEN AWAY FROM THE POOL MAXIMUM VERTICAL CLEARANCE
3 BARS 0 12" O.C. 30" MIN. FOR TABLE 5G) INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH ACCORDANCE WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. ( MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL PROVIDED AS SPECIFIED IN DEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH HYDROSTATIC VALVE AND ROCK 6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL TO THEM POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF 2. WHEN REQUIRED CL THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE CBC
ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE PACK AT LOW POINT. ( 'D' IS DISTANCE DOWN FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL_ SECTION 3109, INCLUDING LOCALLY ADOPTED AMENDMENTS
ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL (RAISED OR NOT RAISED). BUILDING FOOTING 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE
FROM TOP OF POOL WALL SURCHARGE (IN COUNTY OF 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL
BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T' WALL DOES NOT REQUIRE
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL LA. USE DETAIL 271-60) RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL) BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. POOL SITE PLAN.
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. B. IN THE CITY OF SAN DIEGO FENCES AND BARRIERS SHALL COMPLY WITH THE
N.T.S. IN THE COUNTY Of ORANGE REFER TO 'UNINCOPORATED COUNTY Of N.T.S. 1 7. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE REQUIREMENTS
O5, DIVISION 03. THE
L7Tr OF SAN DIEGO MUNICIPAL CODE, CHAPTER 14,
TYPICAL LONGITUDINAL SECTION 2 STANDARD ' WALL SECTION ORANGE SPECIAL NOTES' REGARDING DESIGN E.F.P. FOR POOLS. 8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH
ANSI/APSP-7 AND 2013 CBC SECTION 3109.4.4.8. COUNTY OF LOS ANGELES SPECIAL. NOTES
TOP OF TOE OF SLOPE OR OTHER NOTE: 9. A PRESSURE VACUUM BREAKER BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON i• IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBUC WORKS, BUILDING &
SPECIAL DETAIL REQUIRED WHEN ACTUAL SIDE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.5.21 SAFETYAAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS,
SLOPE SURCHARGE CONDITIONS AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF
WHEN LESS THAN 10' THE UMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL STRUCTURAL NOTES LAN
(SEE GENERAL NOTES #3) SURCHARGES NOT COVERED BY THIS BOND BEAM PER
PUN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 M 1/4' PER
SURCHARGE DETAILS ARE REQUIRED. FO
SPECIAL DETAIL REQUIRED W o a i (1) #4 0 TOP
WHEN LESS THAN POOL DEPTH OR H/4 z m !E -WATERPROOFING RECOMMENDED.
_ (7.5' MAX. H/4)
SPECIAL DETAIL REQUIRED HORIZ. STEEL co m 6" C.M.U. W/
WHEN LESS THAN H/6 BARS 0 12" O.C. N w iii °O j #3 VERT. BAR 0 24' O.C.
(10' MIN., 20' MAX.) d 1 SOLID GROUT.
POOLS SHALL COMPLY WITH SLOPE BEAM LOCAATIVETION
BOND�r -
SETBACKS PER CBC SECTION 1808.%.3 BEAM LOCATION l .L.WATEI ~ BOND BEAM
VERT STEEL \ LINE. VERTICAL STEEL W/
g ADDITIONAL SPECIAL DETAILS N.T.S. SEE TABLE 5, 24" MIN. EMBED.
SURCHARGE CONDITIONS - REQUIRED FOR CONDITIONS ABOVE 3 SCHEDULES E, F OR G TYP. HORIZ. STEEL ,
CLR. C.
'C' L� L
REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP)
-STEEL AND--SHOTK:fzEiE - . S _ --MASONRY -NOTES:
-
Cn
BEACH ENTRY �4iAt L �W SHELF -(REEF)
0 (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE
APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND
SCHEDULE. ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm - 1500 psi
o ,
� 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH f'c=2,000 PS.
a a ° POOL FLOOR THICKNESS d t. P
Cn m a e e. a MAY VARY TO ACHIEVE v �� 'bo 3. 2103 & ASTM CB27p PE M WI1H•fc = 1800 sl AND SHALL CONFORM TO CBC/IBC SEC.
° q " . DESIRED WATER DEPTH.-------
NON-EXPANSIVE
E
EXPANSIVE
NO DECK/HIGH EXP.
F
G
E.F.P. 30 P.C.F.
45 P.C.F.
62.4 P.C.F.
D C
VERTICAL
STEEL
C
STEELSTEEL
VERTICALF4"
�� P 120E
�� �� B/ �F
Q 2
VERTICAL
3'6" 3"
#3 0 12"
- W -
3"
#3 0 12"#3
--
g•
0 12"
W -
6. SHIOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PS AT 28 DAYS. WHERE APPUCABLE, UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES
JyrQ�
6- 3"
33%.
REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4 -INCH. I.I.POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE
5'0" 3"
#3 0 6"
----
-
OT -
- --
� -
- _
- - - -
_ -_
3�iz"
#3 0 6"
----
5"
#3 0 6'
---
- -
5'6" 3"
4,
6"
6 "
7-OA6-6-
7 H�"
8 0"� 6%'
5"
7"
8-
6"
#3 0 4"
- - -
- -
-
_ _
8"
#3 0 3"
----
-
- -
- -
-
6"
8"
7"
8'6" 7%"
B.
9�%•
9 0" g•
9"
10�/Z"
1010" 9"
11
12"
11'0" 9"
11
12%'
E
THE SITE P
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY
6" DAM -LAP INTO SPA REINF.
PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% BUILDING CODE (LACBC).
COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS
C.E.C. APPROVED U -a
CONDUIT & GFCI `
PROTECTED CIRCUIT
�.
DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN
CUT -FILL TRANSITIONS. 2 1/2 FEET.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL
_ _'�`
- _ _ 1,o
40 FOR 13 BARS AND #4 BARS SPLICES TO BE UPPED A MINIMUM OF 24". MINIMUM TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW.
VERT. STEEL
45' OR 90'. ��
H-
CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH CITY OF SIMI VALLEY SPECIAL NOTES
�� P 120E
�� �� B/ �F
Q 2
THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM
1. SEE THE ATTACHED 'CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR
ANY nIMFNSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
SPACING IS #4 BARS AT 18' O.C..
4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER.
MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS
- LAP OUTSIDE BARS INTO POOL REINF.
OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY 2. THE
GWEN POINT IN THE POOL STRUCTURE. SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE
REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS
g•
5. BI(INDIING/ PRUONRDINNGG (PERPLACTHE
HNT OF OF THE CONCRETE STRUCTURAL REINFORCING MUST BE SETBACK (TABLE
6. SHIOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PS AT 28 DAYS. WHERE APPUCABLE, UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES
JyrQ�
SHIOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY 1 WHERE STE SPECIFIC SOIL TESTING HAS�NOT BEEN PERFORMED:
/NILE
BOND BEAM PERS`
REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4 -INCH. I.I.POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE
_., s ��
7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. (E.F.P.) OF 100 P.S.F.
8. SHIOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH AC 318 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
SECTION 4.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL STRENGTH (re) EQUAL TO 4,500 P.S.E., TYPE V CEMENT, AND WIG RATIO EQUAL TO
BUILDING. OFFICIAL- 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH).
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
10.ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
CITY OF SANTA CLARITA SPECIAL NOTES
SURFACE.
11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN i -FOOT AND SHALL NOT EXCEED AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM
5 -FEET. DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE.
USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION
OWNER ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM.
1. KEEP SHOETE
EMPTY. COUNTY FOR 14 DAYS AFTER INSTALLATION. COUNTY OF SAN BERNARDINO SPECIAL NOTES
2. DCT NOT TURN ON(GHTEYIMENMPOOL IS
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). IN THE ABSENCE OF STE SPECIFIC SOIL TESTING ALL CONCRETE IN CONTACT WITH SOIL
V WENT AND W/C RATIO - 0 45
SHALL HAVE AT MIN: F c = 4,500 PS, TYP
SEE STRUCTURAL NOTE 11
MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. 5 NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6
SHALLOW FEATURES - UNDISTURBED OR 90� COMPACTED SOIL HAS READ &UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
9' & LARGER CONCRETE COPING. 9 1/2. 3RD AND/OR 4TH
IDEAS, ���' NOTES &SPECIFICATIONS EITHER COPIES
NOTE: BOND BEAM PER TABLE 6»_8»A OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
SPA AIR -LINE NO. 1 & DETAIL #12. �` �- 2'a2' EXPANSION JOINT & SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY IE POOL
MAY BE LOOPED 4'-0' MIN. REVD. FOR EXPANSIVE SOILS. `� 1 PROVIDE 2 1/2" MAY VARY M ENGINEERING. HTE INC, PERMISSION FOR ANY COPIES OF SAID
INTO SPA BOND co - i • r-• ^""" " ° �" i -- -- LEVEL TOP OF GUNITE COPYRIGHTED MATERIALS DRAWINGS REPRESENTATIONS,
z r z , (2) #3 ,� (4) #3 BARS PER DETAIL #8. ; , IDEAS, DETAILS AND SPECIFICATIONS EITHER ORIGINAL OR
BEAM. MAINTAIN ax _ , W/ GROUT &PLACE CLR. BETWEEN CppEEg THEREOF 70 BE MADE COPIED OR ALTERED BY
1' CLR. TO REINF. a I 6» ` ' BARS. #15 FELT OR 4 MIL DECKING E--• LISTED ELECTRICAL 'J' BOX. PARALLEL BARS. ANY PERSON, BUSINESS OR CORPORATION MAY ONLY BE
1" MIN. CUR. VISQUEEN ON TOP. COPING 8" MIN. ABOVE DECK, WATER FINISH BOND BEAM W�/ (4) #3 BARS DECKING. _ a AUTHORIZED WITH THE INC.BYEXPRESSED WRITTEN PERMISSION
THICK X #3 BARS UNE CR FOOD LINO WHICH - OF POOL ENGINEERING, NG. BY THE USE OF REDS PLAN,
w < AROUND ALL G m E- GRADE. PER TABLE #1 &DETAIL #12. �(} TILL THE USER ACKNOWLEDGES THAT HE HAS READ &
3 SPA LIGHT 12' O.C. N #3 BARS 12' EVER IS GREATER. BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
PIPES.
o EA. WAY. O.C. EA. WAY. PLUMBING MAY BE LOCATED
I ,�+,+aw�,r ,xrwl+,�r SKIMMER _.. i BOND BEAM HORIZONTAL
�o IN BOND BEAM LOWER CORNER
EQ. EQ. WATER �C WATER COVER. 1� I L MAINTAIN 1' CLR. TO REINF. 3" BARS MAYBE OVER OR CALCS BY: A.J.C.
6. LINE. 24' LINE. (2) #3 BARS VVI \ ci ZCOMPACTED 2 1/2" CL CUR. UNDER VERTICAL BARS.
REINFORCING PER DETAIL #10. LAP �� I z ,,; FILL -7 X a� o �J�..�� 12" DRAWN BY: L.L.
NOT REQUIRED IF 6' MIN. MIN' BEND >`'' Sy �, ; o N
CLEAR PROVIDED. , z 5' MIN.-�;r, BOND
BEAM �)%'� I °r \� \ 1 n o 3 ®a PRECAST COPING .OR BRICK
24" MIN. LAP a AROUND ALL �� i' x !yF it F-- 9 T
INTO SPA FLOOR #3 BARS UNDER�\ a �.1� M < w o
CIRCULATION DRAINS: OR POOL WALL. 0 12"O.C. (2) #3 'Z BARS SKIMMER. #8 COPPER--y'.c\�' ` .p 6� \N a m �., ,� (2) #3 BARS N ? p S �� 1
PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH I
ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE EA. WAY' GROUND WIRE ��� i , o \ \A �s a VENEER. ' p 1�R �-q v
io _ m BEND --� 1
ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY
BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T"
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
DAM WALL
HORIZ. BAR
6" DAM -LAP INTO SPA REINF.
SECTION AT SKIMMER
C.E.C. APPROVED U -a
CONDUIT & GFCI `
PROTECTED CIRCUIT
�.
FIXTURE .
k��
_ _'�`
- _ _ 1,o
VERT. STEEL
45' OR 90'. ��
H-
3
CLR. r�-fn1 SON
NO DECK WITM'�
�� P 120E
�� �� B/ �F
Q 2
12' DAM - LAP INSIDE BARS INTO SPA REINF.
ANY nIMFNSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
LAP SPLICE:
- LAP OUTSIDE BARS INTO POOL REINF.
,, 24'
g•
RECESSED
P4
JyrQ�
/NILE
BOND BEAM PERS`
,��� cYoeticivF I rnNnlTION ONLY
_., s ��
SPA DETAILS MAY BE USED POOL L7 LAP EACH3WAYBARS
- �P ���� E F.P. 62.4 P.C.F. 0: ] 3 2 m
SPA DETAILS - FOR SPAS WITHOUT POOLS. N.T.S. 7 - - - AROUND NICHE. c3. `'I` LAPM"YP �. Cac° ROCK OR BRICK NOTCH CITY OF LOS GEfE _ , 6/ j20
4 4
4'-0" MIN. IMPERVIOUS DECK - VERT. STEEL WOOD POST FROM, C1V11-
APPROVED SEALANT I
-, 13 0 6' O.C. 110 ATTACHED PATIO COVER
SLOPE 1/8'-1/4" INSTALL PER MANUFACTURER T _
0 2 3 BARS. 5'-0" DEEP & BELOW. = MAX. DEAD +LIVE LOAD = 2000 Ib. C al -
3 t 2' PER FOOT DRAIN 1 () # NOTES o= OR
/ �' 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO �, I I LEVEL TOP OF BOND BEAM
151
BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC HORIZONTAL STEEL. ROCK ON BOND BEAM. I I WITH GROUT &PLACE EN
o 1 #3 BARS 0 12" O.C. TYP. L I FELT OR 4 MIL VISQUEEN ON
z a - NOTE: 5' MIN.
w x N 3" CLR. �M CONDUIT CAN BE USED WITH INSULATED N0. 8 COPPER MARE ANCHORAGE PER PATIO COVER I TOP OF BOND BEAM. PLAN VALID ONLY WITH WET
• w _j SATURATION PROVIDE CONTROL JOINTS TYPICAL. TYPICAL INTERIOR W APPROVED POTTING COMPOUND PER THE C.E.C. PLAN. BOND PER ELECTRICAL :�
NOTE &PLUMBING NOTE 2 ST SIGNATURE
0 w N WHERE APPROPRIATE.
AMP do ENGINEERS SIGN TU
RECOMMENDED
_- (. - 2 SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND IN RED INK ON PLAN.
m PRIOR TO
L -j POURING DECK. PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24' MIN. EACH SIDE OF RAMP. 3 1/2' MIN. CONC. DECKING. A
aPETILE
MASTIC AUTHORIZED SIGNATURES:
R g' REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING FIXTURES U.L STANDARD 676.
>Q SEE ELECTRICAL AND �I` OTHER EXP. MATERIAL CONCRETE SHALL RONALD L. LACHER, P.E.
PLUMBING NOTE #2 REGARDING L- FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE TODD L. LACHER, P.E.
EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES..
o KRISTOF NADASDI, P. .
N.T.S. JEFFERY COLLINS. P.E.
IN EXPANSIVE SOILS WHERE MIN DECK REQMTS N.T.S. g SKIMMER DETAIL N.T.S.r9lSECTION AT LIGHT N•T•S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS 12 CHRIS BIEDENBACH, P.E.
EXPANSIVE SOIL DETAILS I ARE NOT MET USE TABLE 1, SCHEDULE C' SHS'
1 11 Ron Lacher, R.C.E.
STANDARD PLAN APPROVALS: POOL PREPARED IN ACCORDANCE WITH pOOI 1201 N. Tustin Ave.
CITY OF LOS ANGELES: #268 (REQUIRES PEI 100 -LA) SAN BERNARDINO: #B201602155 KERN COUNTY: #213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT) engineering STANDARD 9 9 Anaheim, California 92807100
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SAN DIEGO: 13 #351287 ORANGE COUNTY: #SW140089 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc`
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