HomeMy WebLinkAboutB16-1080 042-770-016ANTI -ENTRAPMENT CERTIFICATION FORM
FOR SWIMMING POOLS & SPAS
816 -)o,�>6
FORM NO
The following form is required whenever a building permit is issued to construct
or repair (re plastering) a swimming pool, toddler pool, or spa.
STATEMENT TO BE SIGNED PRIOR TO
FINAL APPROVAL
Verification of Compliance with the "Swimming Pool Safety Act of 2006"
(Health & Safety Code 115920 —115929)
Site Address:
Property Owner: Phone:
Owner's Mailing Address:
hereby certify that the swimming pool, toddler pool, or spa located a the above-
mentioned address complies with the provisions or the "Swimming Pool Safety
Act of 2006" and has been equipped with an anti -entrapment cover meeting
the current ASME/ANSI Standard A 112.19.8 as required under the
provisions of the law and have received additional information on pool
barrier requirements.
Signed: Date:
Owner
Signed:
Contractor
Date:
CONTRACTOR'S INFORMATION
Company Name:
California Contractor's License Number:
I
Mailing Address:
Phone: Email:
Attachments: Swimming Pool Enclosure Requirements and Pool Barrier handout
7 -fin )nl Pagel of3
li10TIV
Swimming Pool Enclosure Requirements
Definitions
Approved Safety Pool Cover: A manual or power -operated safety pool cover that meets
all of the performance standards of the American Society for Testing and Materials
(ASTM), in compliance with standard F 1346-91.
Enclosure: A fence, wall or combination thereof that isolates a swimming pool
from unauthorized access.
Exit Alarm: A device that makes an audible, continuous alarm sound on the doors
leading from the dwelling/garage or other structure to the pool enclosure, which, when
opened or left ajar, permits entry to the pool without any intervening enclosure device.
Exit alarms may be battery operated or connected to the electrical wiring of the
building.
Public Swimming Pool: A swimming pool operated for the use of the general public
with or without charge, or for the use of the members and guests of a private club.
Public swimming pool does not include a swimming pool located on the grounds of a
private single family dwelling.
Swimming Pool or Pool: Any structure intended for swimming, recreational bathing or
other recreational use that will contain water over 18 inches in depth. Swimming pools
include in -ground and above -ground structures and include, but are not limited to, hot
tubs, spas, portable spas and non-portable wading pools.
Other terms, words, or phrases not defined shall have their ordinarily accepted meanings
within the context with which they are used. Webster's Third New International
Dictionary of the English Language, Unabridged, copyright 1986, shall be considered as
providing ordinarily accepted meanings.
pvii zp ')n ')n i N Page 2 of
Swimming Pool Requirements
Drowning Prevention Safety Features
Based upon California Health and Safety Code Section 115920-115929, known as the Swimming
Pool Safety Act
The County of Butte requires either a listed, approved safety pool cover* meeting
ASTM Standard F1346-91, OR a complying enclosure* which isolates the pool from
the dwelling and remaining yard,
OR a complying enclosure* which surrounds the perimeter of the pool and dwelling, with door
alarms and self-closing, self latching devices on all doors leading into the enclosure.
*Enclosures
• Minimum height of 60 inches
• Access gates shall open away from pool and have self-closing, self -latching device no lower
than 60 inches above the ground.
• Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure
• No openings greater than 1/2 inch within 18 inches of the release mechanism when closed.
Gaps or voids shall not allow the passage of a 4 inch sphere.
• Outside surface shall be free of cavities or protrusions that would serve as a foothold or handhold
that could enable a child of less than 5 years of age to climb over.
• Maximum mesh size for chain link shall be a 2.25 inch square unless the fence is provided with
slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches
*Pool Cover
• Shall be correctly installed per the manufacturer's instructions to prevent the access of children
under five years of age to the water.
• Shall be properly constructed to meet ASTM specifications and be labeled accordingly.
• All ties, anchors or attachment points and controls for automatic covers must be installed in a
way to prevent operating or uncovering the poll by children less than five years of age.
• The pool cover shall possess a listing that insures the original design or performance of the cover
meets. or exceeds testing as prescribed by ASTM Standard F1345-91, Section 9 Test Methods for
Safety Covers.
Door alarms or self cloOng,
self -latching doors
Windows and doors�r
routinely closed and s
latches
LEI"Safety pool j
cover ✓r
Perimeter fenc
At a w4pirtim, one d tlm-se shop be prov40d
Rp.vi�Pri 7.20,2015 Page 3 of
serf -doting,
self -latching
(REMed 4108).
WATER SUPPLY AND DISTRIBUTION
TABLE 603.2
i
BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND
METHODS
DEGREE OF HAZARD
POLLUTION
DEVICE, ASSEMBLY APPLICABLE (LOW HAZARD)
? CONTAMINATION
(HIGH HAZARD)
DEVICE, ASSEMBLY,
,
OR METHOD' STANDARDS BACK• I BACK•
I BACK- BACK- I INSTALLATION2,3 ,
SIPHONAGE PRESSURE
SIPHONAGE PRESSURE
ASME
Air gap -. A 112 12 X —
( X —
See Table 603.3.1 in this chapter.
—
,age machines or dispensers. These
'Air a fitting is a device with an Inter- {
gap
Air gap fittings for use ASME
'with plumbing fixtures, ' !
A 112 1 3
X i
X
S
'nal air gap and typical installation i
ances and appurte- I
—
—
includes plumbing fixtures, appliances
nan'
Idownstream. Minimum of 12 inches
ff
and appurtenances. The critical level shall'
X — X above all downstream piping and i
loaded check valve
X
be installed below the flood level rim.
!Atmo.appspheric vacuum
(Vacuum Breaker (single
charge water.
Resting)
.... _ ___ --
Upright position. No valve down -
breaker (consists of a body, ASSE 1001 or
X
!check valve with air inlet
field
I
X
stream. Minimum of 6 orches or listed
:checking member and , CSA B64.1.1 I
_
vent and means of
—
(two independently
distance above all downstream piping
,atmospheric port) {
piping and flood -level rim of receptors
Resting) _
_. ...
I
i
and flood -level rim of receptor.°•
;Antisiphon fill valve (ball-
;cocks) for water
ASSE 1002
I
j
I
means of field testing)
Installation on gravity water closet
flush tank and urinal tanks with the fill
gravity
:closet
or
X
_
X
—
Access and clearance shall be in actor-
valve installed with the critical level not
flush tanks and uri-
:nal tanks
I CSA B 125.3
Not to be subjected to operating pressure for more than 12 hours in a 24 hour period.
s For deck -mounted and equipment -mounted vacuum breaker, we Section 603.5.14.
dance with the manufacturer's inatruc-
i
;CSA 864.5 or
less than I inch above the opening of
'..__. .__...-
—
I
tions, end not less than a 12 inch clear -
'
and means of field
(testing)
CSA 864.5.1
the overflowpipe.4•s
breaker wall
ante at bottom for maintenance. May
'
Installation Includes wall hydrants and
,Vacuum
.hydrants, hose bibbs, frost ASSE 1019 or
hose bibbs. Such devices are not for use
resistant, automatic drain- ;CSA 864.2.1.1
X
—
X —
-----
,under continuous pressure conditions
ing type
._ _e
Check Detector
-
'(means ofshutoff downstream of
device is prohibited).'-'
'Backflow for
i
I
BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS (continued)
d Beverage
Beverage
DEGREE OF HAZARD
DEVICE, ASSEMBLY,
,
APPLICABLE
POLLUTION CONTAMINATION
LOW HAZARD
( ) (HIGH HAZARD)
Installation includes carbonated bever- i
ICarbonated
eatDis
pensers (two independent
ASSE 1022
X
— —
—
,age machines or dispensers. These
;check valves with a vent to
Breaker Backflow
I differential pressure
devices operate under intermittent or
;the atmosphere)
i Upright position. May have valves
(loaded air inlet
I
Idownstream. Minimum of 12 inches
continuous pressure conditions
[Spill Resistant Pressure
X — X above all downstream piping and i
loaded check valve
X
flood -level rim of receptor. May dis-
I I
! and means of field
(Vacuum Breaker (single
charge water.
Resting)
.... _ ___ --
---- ---
I
(Upright position. Minimum of 12 inches
!check valve with air inlet
field
ASSE 1056
I
X
— X—
r
Horizontal unless otherwise fisted.
or listed distance above all downstream
vent and means of
( Access and clearance shall be in actor.
(two independently
AWWA C51 I;
dance with the manufacturers instmc-
piping and flood -level rim of receptors
Resting) _
_. ...
I __.
pressure relief valve
I —....
._..._._.
_.._.. _.._.. — `i
I
I i I ( repair. May discharge water.
means of field testing)
Horizontal unless otherwise fisted.
:Double Check Valve Back_
ASSE 101 S,
i
I
For SI units I inch - 25.4 mm `-- --
Access and clearance shall be in actor-
,(ow Prevention Assembly
AW WA CS 10;
3 Refer to general and specific requirement for installation.
Not to be subjected to operating pressure for more than 12 hours in a 24 hour period.
s For deck -mounted and equipment -mounted vacuum breaker, we Section 603.5.14.
dance with the manufacturer's inatruc-
two Inde ndent check
valves
;CSA 864.5 or
X
X T
—
I
tions, end not less than a 12 inch clear -
'
and means of field
(testing)
CSA 864.5.1
ante at bottom for maintenance. May
need platform ladder for test and repair.
Does not discharge water.
----
-----
—rHorizontal
Check Detector
unless otherwise listed.
(Double
Fire Protection Backflow
I
Access and clearance shall be in actor -
!Prevention Assembly (two
(
dance with the manufacturer's instmc-
'independent check valves
I
I
tions, and not less than a 12 inch clear -
with a parallel detector
ASSE 1048
X
X —
—
ance at bottom for maintenance. May
Y
consisting of a
I
need platfann/ladder for test and repair.
(assembly
water meter and a double
I
Does not discharge water. Installation
:check valve backflow pre-
I
I
includes a fire protection system and is
vention assembly and
designed to operate under continuous
_means of field testing)
!
pressure conditions.
130 2013 CALIFORNIA PLUMBING CODE
WATER SUPPLY AND DISTRIBUTION
.a,s•n
TABLE 603.2
BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS (continued)
Horizontal unless otherwise listed.
DEGREE OF HAZARD
DEVICE, ASSEMBLY,
,
APPLICABLE
POLLUTION CONTAMINATION
LOW HAZARD
( ) (HIGH HAZARD)
OR METHOD' I
STANDARDS
BACK -_BACK-- BACK- 'BACK. INSTALLATION2,3
Ioadedcheek valves, a
I.
SIPHONAGE PRESSURE SIPHONAGE PRESSURE
_ _.. _
I Pressure Vacuum
Breaker Backflow
I differential pressure
Prevention Assembly
i Upright position. May have valves
(loaded air inlet
ASSE 1020 or
Idownstream. Minimum of 12 inches
valve, internally
CSA 664, t.2
X — X above all downstream piping and i
loaded check valve
X
flood -level rim of receptor. May dis-
I I
! and means of field
charge water.
Resting)
.... _ ___ --
---- ---
I
.. - _._.... ..._.
lReducedPressure
assembly consisting of
_._..... .—�
i
I Principle Backflow
r
Horizontal unless otherwise fisted.
. Prevention Assembly
ASSE 1013;
( Access and clearance shall be in actor.
(two independently
AWWA C51 I;
dance with the manufacturers instmc-
acting loaded check
valves, a differential
CSA B64.4 or
X X I X X tions, and not less than a 12 inch clear.:!
I
pressure relief valve
CSA 1364.4.1 (
ante at bottom for maintenance. May
I Y
need platforrilgadder for test and
and means of field
I
I i I ( repair. May discharge water.
Reduced Pressure
Detector Fire Protec-
tion Backflow Preven-
tion Assembly (two
Horizontal unless otherwise listed.
independently acting
Access and clearance shall be in actor
Ioadedcheek valves, a
dance with the manufacturer's instruc-
I differential pressure
:
'
tions, and not less than a 12 inch clear-
relfe v
I relief v, with a
ASSE 1047
X
X
X
X
ante at bottom for maintenance. May
y
parallel detector
I
need platformlladder for test and
assembly consisting of
repair. May discharge water. Instal Is -
a water meter and a
reduced -pressure prin-
i ciple backflow pre-
I
tion includes a fire protection system
and is designed to operate under con-
sinuous pressure conditions.
;;vention assembly and
means of field testing)
—�--
----'---
For SI units I inch - 25.4 mm `-- --
Notes;
i See description of devices and assemblies in this chapter.
= Installation in pit or vault requires previous approval by the Authority Having Jurisdiction.
3 Refer to general and specific requirement for installation.
Not to be subjected to operating pressure for more than 12 hours in a 24 hour period.
s For deck -mounted and equipment -mounted vacuum breaker, we Section 603.5.14.
f--1r_r�-_--
I 11
CT'
60.4, port -
o� SG
Z1
j
7Z'g Cts.\\a i,,,..ve-
PERMIT
BUTTE GtOUN TY DEVELOPMENT SERVICES /-36
REVI WED FOR
COMPLIANCE
DATE—� . �Y-------
i
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ci
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TSC�'IG
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N
In
CALCULA TIONS
y = EQUIVALENT FLUID PRESSURE
RESISTING MOMENT ABOUT POINT A
RM = Wt d, + W2d2+ ... W"d"
CASE I
OTM = 1/6 y H3 WHERE y = 60 pcf
W di
W 1
d
NET MOM = OTM - RESISTING MOMENT
W2
2
I's
pI's
W
P.S.I.
3'-6"
OCHE II 1/6 y H3 WHERE y = 62.4 pcf
W3
d3
-53
2
W, �
d
d3
W" = wt.
NET MOM = OTM +RESISTING MOMENT
W. I
d4
10.6
W I.it
640
of segment„
fs = M(12 in/ft) = Mt (12)
W5
d a
3"
4
WS
#3 0 6"
As j d As (0.887) d
12 in/ft
d6
w6 1
A
W6 ItA
d6
M(2)
230
-57
3�/Z"
fc =
jkbd2
6'-0"
17454
Mt (2)(12)
CASE
CASE II
- < 1125 psi
- (0.887)(0.339)(12) d2
LOADING DIAGRAM:
497
(1/2) y H2
vc
THIS DETAIL IS DESIGNED
FOR
=
(12 in/ft) j d
EACH OF THE LOAD CASES DEFINED BELOW.
_ y H2
(2)(12)(0.887) d < 55 psi
580
22.5
f'c = 2,500 psi
3430
3567
Fs = 20,000 psi
315
3882
fc = 0.45 f'c = 1125 psi
5'/Z"
508
Vc=1.1I'fc =55 psi
832
30.6
8'-0"
y = 60 P.C.F.
y = 62.4 P.C.F.
2259
CASE I
CASE II
CALCULATION RESULTS: FREESTANDING WALL
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE = 60 P.C.F.
RESULTS FOR NO RAISED BOND BEAM
DEPTH
SOIL
OTM
ft-#
WATER
OTM
ft-#
SOIL
RM
ft-#
WATER
RM
ft -1
NET
Mom
CASE I
d1
SOIL
CASE II
d2
WATER
VERTICAL
STEEL
I's
pI's
fc
pfc
P.S.I.
3'-6"
429
446
106
-53
393
3"
3"
#3 ®12"
15354
427
10.6
4'-0"
640
666
124
-55
611
3"
3"
#3 0 6"
12275
508
13.9
5'-0"
1250
1300
230
-57
1020
3�/Z"
4%"
6'-0"
17454
660
17.9
6'-0"
2160
2246
497
-2
1663
4"
5%*
add 3 #4
8283
580
22.5
7'-0"
3430
3567
1046
315
3882
4"
5'/Z"
508
13807
832
30.6
8'-0"
5120
5325
2259
971
6296
4"
61h -T188671
195
781
998
40.0
8'-6"
6141
6387
4820
888
7275
4"
7%Z"
7918
8"
889
45.2
RESULTS FOR 2"-6- MAX. KAIJtU UUNU Or -MM
HEIGHT
'H'
SOIL WATER
OTM OTM
ft-# ft-#
SOIL
RM
ft-#
WATER
RM
ft -1
Mom
CASE I
d1
SOIL
CASE II
d2
WATER
VERTICAL
STEEL
I's
p.s.i.
fc
p.s.i.
tic
P.S.I.
3'-6"
.429 10
106
_[�NET
-53
323
3"
3"
#3 ®12"
12607
351
10.2
4'-0"
640 35
116
-63
524
3"
3"
#3 0 6"
10537
436
13.3
5'-0"
1250 163
135
-99
1115
3�/Z"
3"
5%"
19071
722
17.9
6'-0"
2160 446
163
-165
1997
4�%t"
3"
#3 3"
13563
666
20.0
T-0"
3430 948
251
-163
3179
5"
3"
i-jo-
19325
891
24.5
8'-0"
5120 1730
508
-82
4612
6"
3"
add 3 #4
14965
938
26.7
9'-0"
7290 2856
1031
195
6259
61%"
4"
3'-2"
18669
1064
31.2
10'-0"
10000 4388
2082
611
7918
8"
5%"
18993
1021
31.3
1 l'-O"l
13310 1 6387
6678
291
1 6678
1 8'{h"
W
19921
1034
35.6
a
HORIZONTAL STEEL
13 BARS 0 12" O.C.
TYP. THROUGHOUT.
VERTICAL STEEL n
SEE TABLE 551.
OPTIONAL d2
FILL 7
BEGINNING 0 D = 5'-0"
USE 13 BARS 0 12" O.C.
BEGINNING 0 D = 6'-0"
OR MORE USE #4 BARS
0 12" O.C.
COPING.
BOND BEAM PER STANDARD
/-POOL STRUCTURAL PLAN,
DETAIL #1 do #12 W/ (4) 14 BARS.
TOP OF BOND BEAM
(STANDARD WALL)
J
—WATER UNE.
a 3
io C=7
RADIUS M °1
POINT.
CL o
1-10
0
SLOPING CONDITION a
REQUIRES APPROVAL / I _.�3:3 �I
OF SOILS ENGINEER. / (UNDISTURBED SOIL)
/ SQUARE -OFF WHEN NATURAL GRADE
OR ENGINEERED COMPACT FILL IS
BELOW RADIUS POINT.
VERTICAL STEEL-
SEE
TEELSEE TABLE 551.
i
i
i
i
TABLE 551
'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 12)
POOL
DEPTH
NO RAISED BOND BEAM
REQ'D
D
d1
d2
VE
STEEL
TRANS.
0 to 3'6"
3"
3"
#3 0 12"
2'-0"
4'-0"
3"
3"
#3 0 6"
2'-0"
4'-6"
3"
3%"
3'/Z"
2'-0"
5'-0"
3%"
4%"
»
2'-0"
5'-6"
4"
5i%»
»
2--0-
,-0»6'-0"
6 . -0"
4"
5%"
add 3 #4
2'-0"
6'-6"
4"
5%"
5"
2'-0"
7'-0"
4"
5%"
"
2'-0"
7'-6"
4"
5%"
6"
2'-0"
add 3 #4
2'-10"
8'-6"
6"
3%"
E8'-6"
4"
7�%'
6%
i-jo-
TOTAL
HEIGHT
2'-6" MAX. RAISED BOND
BEAM
REQ'D
TRANS'
H
d 1 d 2 VERTICAL
STEEL
0 to 3'6"
3"
3"
#3 0 12"
2'-0-
14'-0'
3"
3"
#3 0 6"
2'-0-
,4'-6-
3"
3"
mZ15
2'-0"
5'-0" .
3'/Z"
3"
"
2,-0»
15'-6"
41h"
3"
2'-0"
6'-0•
4+%"
3"
#3 0 3"
2'-0-
6'-6-
4W
3"
2'-0»
7'-0"
5"
3"
"
2'-8»
7'-6"
6"
3"
2'-8"
8'-0"
6"
3"
add 3 #4
2'-10"
8'-6"
6"
3%"
2'-11"
9'-0"
6%
4"
"
3,-0»
9'-6"
7"
5"
3'-2"
10'-0"
8"
5%"
"
3'-2"
10'-6"
836"
6%»
»
3'-2-
11--o'
1 8%Z"
6�ii"
3'-2"
Qom'
HORIZONTAL STEEL
13 BARS 0 12" O.C.
TYP. THROUGHOUT.
TOP OF BOND BEAM
(WALL W/ R.B.B.)
cv SES
TABLE 551
TRANSITION WALL
TO FLOOR STEEL do THICKNESS
Idl do d2 TO BE
CHANGED UNIFORMLY.
SEE TABLE 551.
TYPICAL REBAR
REINFORCING DIAGRAM
TOP OF POOL WALL
BASIC GRID
#3 BARS
0 12" O.C.
EACH WAY.
VERTICAL REINFORC_MENT AS SPECIFIED
IN TABLE STARTS A DISTANCE V 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.
13 r
r o
NO
rn
0
1
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o
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CIVIC
Ej
Of CAS\�0
zz
0
V)LLJ
U
Z J
Z a-
0
Z 0 V U
w z�
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3 Lj N
W = 0
J LJ
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0 z m o
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J Q
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DATE: 12/20/10 v—,
CALCS BY: A.C.
CHECKED BY: R.L.L.
FREESTANDING WALL
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE = 60 P.C.F.
DETAIL #551
SII
BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4' PER NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
BOND BEAM HORIZONTAL BARS MAY BE
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.
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 DETAIL
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN 2 STORY WOOD
THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. APPROVED SEALANT RECOMMENDED (PER
FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL
TABLE 1 TABLE 5 BASIC GRID #3 1500 #/FOOT MAX.
r•� BARS 0 12" O.C. COPING
BRAIN BOND BEAM
A TABLE TABLE TABLE WATER SURFACE. �- - SEE TABLE #1 & DETAIL #12.
DECKING. MINIMUM11 ol
WIDTH PER LOCAL BOND B. 3" BELOW
B E F G BOND BEAM.
BUILDING CODE. W % 4 " M
(✓ 3'-0" MIN. z "ii'
z 3 m
o m rn COPING M g CL
w Z 3. ¢ F
NO R.B.B. € o- o o
rn ori I .. _ .. ¢ 1s m �; r _. s Z CLR. rn x o
I --. _._ �. _ ..-..__ - - - ¢
¢m - N o o BENCH/STEPS
- I.� Of
i- ¢ EE OPTION 1 a ¢
0 0 o S S �� 1 1/ UNDISTURBED SOIL fO o
r n € c� ABOVE F 1500 PSF MIN. �
1 ¢
J BEARING VALUE. .. - --- ----
N j .. I r INFLUENCE LINE
i � 1
UNDER- -- �. FOR FOOTING 'C' SHOTCRETE COVER
.�... ......._. TO BE CHANGED
WATER I I SURCHARGE €
LIGHT PER I I I SEE
UNIFORMLY.
1
DETAIL #10. ......_......;_. _......I.....€..._...:.. ......„.. " ADD 3 0 12" O.C.
I 5 �0 #
l LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY�jI ,I
• FOR EXP. SOILS. VARY, (LOCATE STEEL
. . • • -.--i.l . •-r-i.i...
r' 3" CLR FROM EARTH ;
STEEL BASKET IS NOT REQUIRED �I1 3 TYI'• FLOOR SURCHARGE CONDITION: - - -
-11 16 '` 6" THICK MIN. SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE 'D', VERTICAL EE T BLE STEEL. 24' MIN. H
DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. (BUILDING SURCHARGE) WHEN EXTEND WALL
ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL ro REINF. INTO FLOOR.
CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. (30' MIN. FOR TABLE 5G)
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, HYDROSTATIC VALVE AND ROCK
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL
ANTI -ENTRAPMENT GRATES THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL RAISED OR OT RATS
S.
DI
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
BUILD'G SURCHARGE
A
B
C
D
(3) #3 BARS
(4) #3 BARS
(4) #3 BARS.
OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL CONTINUOUS SHOTCRETE INSPECTION
E.F.P.
30 P.C.F.
45 P.C.F.
65 P.C.F.
45 P.C.F.'
D R
C
VERTICALC
STEEL
7, POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE
PATH THE CPC.
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
3'0" 1'-0"
3"
#3 0 12"
3"
#3 0 12"
3"
#3 0 12"
3"
#3 0 12"
3'6" 1'-0"
3"
6. ALL CONSTRUCTION MALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
6'0" 3%"
3'3"
- -
CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CAUFORNIA ENERGY CODE, 2013 A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
....
BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
3'
4'0" V-0"
3'
7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL PERMIT OFF PEAK OPERATION.
6"
3'
7'0" 5"
SIGNS & SAFETY EQUIPMENT SHALLLCAL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. BARRIERS
4-
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 1. PRIOR TO FILUNG, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
ASSISTIVE DEVICES FOR THE DISABLED.
4-
4'6- 1'-0"
3"
SITE. POOLLENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. 5' HIGH. ACCESS GATES
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
(SEE GENERAL NOTES #3)
PLOT PLANT! SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE
PROVIDE ADEQUATE DRAINAGE
BOND BEAM PER BEHIND POOL WALL.
RESIDENTIAL POOLS APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
STRUCTURAL NOTES
i. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE
A LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
REGULATIO@IS AND MANUFACTURERS RECOMMENDATIONS.
8%-
5'0" V-6"
3"
#3 0 6"
4"
#3 0 6"
5"
#3 0 6"
.......
-
5"
#3 0 6-
..... .........
__ ................
5'6' 2'-0'
3"
101
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD
4'
5'
5%-
6-0- 2'-6"
3"
....
10'0" 9"
4"
T
11
6"
5%'
6'6" 3'-0'
3'
....
..........
4%'
7"
6%"
7'0" S-6"
3"
5"
...
8"
7%"
7'6" 4'-0'
3'
-
536-
9"
8Z"
-
8'6' 5'-0"
3"
6"
INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH
MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL
b'
i
I. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT MENREQUIRED E UIRED BY THE BUILDING CIA
Q OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION
PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS.
EXPANSIVE
SLOPES AND STRUCTURES. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN
(C N ED).
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS.
RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE ANY STANDING OR
THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE
65 P.C.F.
WALKING SURFACE.
CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
VERTICALC
STEEL
POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL CONTINUOUS SHOTCRETE INSPECTION
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID
#3 0 12"
ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
#3 0 12"
-
RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
#3 0 12-
PLIS
3. THIS PLAN INDICATING COMPLIANCE PATH THE PLANS AND SPECIFICATIONS.
ANS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE
7, POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE
PATH THE CPC.
CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS 'TITLE 24
4"
SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3.
_
4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE 2013 BUILDING ENERGY EFFICIENCY
-
NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, STANDARDS.
SECTION
FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT:
2
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
N.T.S.
DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH,
8. CONTRACTORADMSED REFER TO OF THE CALIFORNIA HEALTH &
EXPANSION'. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
4"
6. ALL CONSTRUCTION MALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
6'0" 3%"
BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 1.2. SYSTEM IS INSTALLED WITH:
- -
CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CAUFORNIA ENERGY CODE, 2013 A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
....
BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
SAFETY CODEIS
FOR PROPEROINSTALLA INSTALLATIONION THEPOOL15928
DRAIN SYSTE
9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
STANDARDS CODE, AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
.......
7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL PERMIT OFF PEAK OPERATION.
6"
GEOMETRIC STANDARDS ANOR8. FENCING AND
7'0" 5"
SIGNS & SAFETY EQUIPMENT SHALLLCAL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. BARRIERS
#3 0 4"
.........
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 1. PRIOR TO FILUNG, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
ASSISTIVE DEVICES FOR THE DISABLED.
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22
THAN
HIGH FENCING &GATES WITH NO OPENINGS GREATER THAN 4`. GATES TO BE
10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB
6"
SITE. POOLLENGTH, GRADE BREAK LOCATIONS &DEPTH DIMENSIONS AS NOTED ON THE SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. 5' HIGH. ACCESS GATES
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
(SEE GENERAL NOTES #3)
PLOT PLANT! SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE
PROVIDE ADEQUATE DRAINAGE
BOND BEAM PER BEHIND POOL WALL.
RESIDENTIAL POOLS APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
STRUCTURAL NOTES
i. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE
A LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
REGULATIO@IS AND MANUFACTURERS RECOMMENDATIONS.
8%-
ELECTRICAL AND PLUMBING CITY OF FREMONT SPECIAL NOTES
10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC. THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF FREMONT.
2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
8"
1. SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED
ACCORDANCE WITH CEC B 680.26 .
() BONDING TO PERIMETER SURFACES SHALL BE SITE. GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL
9'0" 8'
PROVIDED AS SPECIFIED IN CEC 680.26(8)(2)(A) OR (2)(B) AND SHALL BE ATTACHED ENGINEER IN THE STATE OF CALIFORNIA.
- -
TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF 2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL
-
-
FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL SHALL BE 3'-0' WIDE WALKWAY PLUS THE WIDTH OF SWIMMING POOL BOND BEAM AND NO
101
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD
5 -FEET.
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T'
IC
EXPANSIVE
WALL DOES NOT REQUIRE
(C N ED).
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
IN COTES DISTANCE DOWN FROM TOP OF BUILDING FOOTING
WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE
4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS.
POOL STRUCTURAL PLAN, DETAIL #2
3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS
65 P.C.F.
FITTINGS. DRAINS SHALL SEPARATED BY THREE FEET IN
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
VERTICALC
STEEL
SURCHARGE DETAIL)
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
ADD ADDITIONAL REINF. BARS.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH
DEPARTMENT FOR PUBLIC SWIMMING POOLS.
#3 0 12"
3"
#3 0 12"
-
3"
#3 0 12-
1. FOR E.F.P. = 65 P.C.F., CONC. COVER = C + 2'
7, POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE
PATH THE CPC.
CITY OF ROCKLIN SPECIAL NOTES
4"
4'6"3"
_
3' "
-
TYPICAL LONGITUDINAL
SECTION
N.T.S.
2
STANDARD WALL SECTION
N.T.S.
1
8. CONTRACTORADMSED REFER TO OF THE CALIFORNIA HEALTH &
TH1. ESE
ETNO IN RO KN,
4"
6%"
6'0" 3%"
-
- -
5'
....
_.......
SAFETY CODEIS
FOR PROPEROINSTALLA INSTALLATIONION THEPOOL15928
DRAIN SYSTE
9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
ABSENCE OF A SITE SOILS INVESTIGATION, SWIMMING POOL AND SPA
CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND
.......
6'6" 4"
6"
TOP OF
7'0" 5"
6"
#3 0 4"
.........
81h"
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22
GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID
6"
SPECIAL DETAIL REQUIRED
WHEN LESS THAN 10' SLOPE
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
(SEE GENERAL NOTES #3)
NOTE:
WHEN ACTUAL SITE CONDITIONS EXCEED
THE LIMITATIONS BELOW OR ADDITIONAL
PROVIDE ADEQUATE DRAINAGE
BOND BEAM PER BEHIND POOL WALL.
p
TABLE NO. 5 RAISED BOND BEAM
STRUCTURAL NOTES
i. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF CONCRETE SHALL BE
PRESSURE OF 65 P.C.F. (SCHEDULES C AND G).
2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED
TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557
8%-
SURCHARGES NOT COVERED BY THIS
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 1/4" PER
SURCHARGE DETAILS ARE REQUIRED.01
M
FO�T.
SPECIAL DETAIL REQUIRED 1.
WHEN LESS THAN POOL DEPTH OR H/4 T o a (1) #4 0 TOP
x� a m w m
SPECIAL DETAIL REQUIRED (7.5' MAX. H/4) o 0 o ''<- WATERPROOFING RECOMMENDED.
HORIZ. STEEL m
WHEN LESS THAN H/6 BARS 0 12" O.C. 1 W N M 3 6" C.M.U. W/
(10' MIN., 20' MAX.) N "'-¢� 0 1 SOLID GROUT. 3 VERT. BAR ®24" O.C.
ALTERNATIVE BOND -Y- a o .._..._. I
PER C.B.C. SECTION 1808.7.3 BEAM LOCATION WAR ~ BOND BEAM
Z VERT. Slln LINE. VERTICAL STEEL W/
SURCHARGE CONDITIONS - ADDITIONAL SPECIAL DETAILS N.T.S. 3SEEmu� s �; F OR G 24" MIN. EMBED.
REQUIRED FOR CONDITIONS ABOVE
3" ,C, TYP. HORIZ. STEEL
U REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' LL L 3"
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) �r77..
7-CLR.
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF)
MASONRY NOTES:
a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE
o APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBCABC SEC. 2103, AND Ic!
SCHEDULE. I ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 si.
Z 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI.
POOL FLOOR THICKNESSm ! SEE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS.
MAY VARY TO ACHIEVE ? �. ao
DESIRED WATER DEPTH. __ __ 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC.
2103 & ASTM C 270. SEE CBCABC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY
co - a I SPECIFICATIONS.
NON -EXPANSIVE
E
EXPANSIVE
NO DECK/HIGH EXP.
F
G
E.F.P. 30 P.C.F.
45 P.C.F.
65 P.C.F.
D C
VERTICALC
STEEL
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS &CONFORM TO ASTM A615 GRADE 1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF
VERTICAL
STEEL
C
VERTICAL
STEEL
3'6" 3"
#3 0 12"
3"
#3 0 12"
-
3"
#3 0 12-
4'0" 3"
- -
3"
4"
4'6"3"
_
3' "
-
536-
'"5'0"
5'0-3"
#3 0 6"
3%"
#3 0 6"
534"
#3 0 6-
-
5-6- 3'
4"
6%"
6'0" 3%"
-
- -
5'
....
_.......
7%
.....
.......
6'6" 4"
6"
B+„
�
7'0" 5"
6"
#3 0 4"
.........
81h"
#3 0 3"
7'6" 5%"
6"
8W
8'0' 6%'
BUILDING OIFFICIAL.
7"
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
8%-
10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
8'6" 7366"
8"
916"
9'0" 8'
- -
9"
-
-
-
-
-
-
101
-
-
5 -FEET.
9'6" 9'
110
"
10'0" 9"
1
T
11
12%"
11'0" 9"
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER).
-
11"
13"
SEE STRUCTURAL NOTE #1
SHALLOW FEATURES MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE
UNDISTURBED OR 90% COMPACTED SOIL rJ NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
r67
NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
V-8"
SPA AIR -LINE NO. 1 & DETAIL 12. -�`- -- 2" 2 CONCRETE COPING. 9 2 �- 3RD AND/OR 4TH IDEAS DETAILS, NOTES &SPECIFICATIONS EITHER COPIES
MAY BE LOOPED ���'''�'''''� # / " / OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
INTO SPA BOND c�� EXPANSION JOINT & SEALANT to 12' BAR LOCATION THIS DESIGN ARE THE PROPERTY sOIEY of POOL
��sn ' r-� "�'-- -� MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
z �- -�== $ � � � LEVEL TOP OF GUNITE 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. �
BEAM. MAINTAIN X o (2) #3 X 4 3 BARS COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
¢ z # l , ¢ �_ , O # W/ GROUT &PLACE PER DETAIL #8 1 PROVIDE 2 1/2'
1" CLR. TO REINF. ¢ 3 BARS. M IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
6" ai - #15 FELT OR 4 MIL. DECKING F- ELECTRICAL 'J' BOX. CLR. BETWEEN COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY
w I THICK x 3 BARS 1" MIN. CLR. s PARALLEL BARS. ANY PERSON, BUSINESS OR CORPORATION MAY ONLY BE
13. SPA LIGHT ¢ # € AROUND ALL VISQUEEN ON TOP. COPING 8" MIN. ABOVE DECK, WATER / O #
12" O.C. N , , a " FINISH BOND BEAM W 4 3 BARS DECKING. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
EA. WAY. PIPES. #3 BARS 12" � rA E -LINE OR FLOOD LINE WHICH GRADE. PER TABLE #1 &DETAIL #12. j TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
_vru � .1. ` SKIMMER BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
-� WATER O.C. EA. WAY. zCEVER IS GREATER }( PLUMBING MAY BE LOCATED THE USER ACKNOWLEDGES THAT HE HAS READ &
EQ. EQ. WATER n r 1
LINE. 24" COVER. �� - 1� I L. IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
REINFORCING PER DETAIL 10. 6" LINE. p
# LAP (2) #3 BARS Z 2 1/2" MAINTAIN 1" CLR. TO REINF. 3" BARS MAY BE OVER OR CALLS BY: A.J.C.
NOT REQUIRED IF 6" MIN. MIN. V�V \ COMPACTED ci CLR. UNDER VERTICAL BARS.
CLEAR PROVIDED. BEND �� I FILL CLR. X c W
DRAWN BY: T.L.L.
z 5" MIN. �� BOND `�� I L sy , 1 o NN PRECAST COPING OR BRICK
24" MIN. LAP c m ,,, 9� z
# i 1 AROUND ALL. UNNDER •`��� - - �o�� 0 3 ®� 8"* CHECKED BY: R.L.L.
CIRCULATION DRAINS: r INTO SPA FLOOR 3 BARS "
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, I: OR POOL WALL 0 12 "O.C. (2) #3 'Z' BARS ) SKIMMER. �� ¢ Fti 1 �N• a o a � ._
. • -�i� �=- #8 COPPER \ D M
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. ���` � 6 m „� (2) #3 BARS
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY GROUND WIRE r o \ ffk c=i, : CL VENEER.
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T' DAM WALL 6' DAM_ - LAP INTO SPA REINF. SECTION AT SKIMMER L 'Ld
C.E.C. APPROVED `D O \ _ - 4O o BEND
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12• DAM -LAP INSIDE BARS INTO SPA REINF. J FIXTURE FFA _ _ - Ino VERT. STEEL PROF S$/0
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE:: - LAP OUTSIDE BARS INTO POOL REINF. 24" CONDUIT. LENS �F - - - -
yo 45' OR 90'. �0 N
MI". LIGHT. SED �A J ? BOND BEAM PERS STILE
SPA DETAILS MAY BE USED Pool MIN. (2) #3 BARS �9 a� °'
LAP EACH WAY l ," 'o P TABLE NO. 1. (-PLASTER
r�
SPA DETAILS - N.T.s. 7 IP
FOR SPAS WITHOUT POOLS. AROUND NICHE. 18" MIN.p`� r`i'r C' 6 6 m
- C LAP, TYP•IROCK OR BRICK NOTCH P 6/3012 7
4'-0" MIN. IMPERVIOUS DECK a
APPROVED SEALANT
SLOPE 1/8"-1/4' INSTALL PER MANUFACTURER I L `` VERT. STEEL WOOD POST FROM `r CMI. S
3 1/2' PER DRAIN 0 (2) #3 BARS. #3 0 6" O.C. ATTACHED PATIO COVER OR CAl1F0��
NOTES: 5'-0" DEEP & BELOW. MAX. DEAD + LIVE LOAD = 2000 Ib.
X N 1. INSTALL NO. 8 COPPER GROUND HARE FROM LIGHT NICHE TO OR 60 I I LEVEL TOP OF BOND BEAM
LU >< NOTE: BRASS CONDUIT TO POOL REBAR, OR NON-METALUC HORIZONTAL STEEL ROCK ON ND BEAM.
N `''' SATURATION ''" PROVIDE CONTROL JOINTS 3" CLR. �"M _ 5" MIN. #3 BARS 0 12" O.C. TYP. M ► I WITH GROUT &PLACE 15#
C) a ). CONDUIT CAN BE USED HATH INSULATED NO. 8 COPPER WIRE L FELT OR 4 MIL. VISQUEEN ON
v o I RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL GALV. SIMPSON POST BASE. I
INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C.OP OF BOND BEAM. PLAN VALID ONLY WITH WET
it `` I PRIOR TO - Y NOTE BOND PER ELECTRICAL & } :y
n L i POURING DECK. = � 1' 2 SWIMMING POOL LIGHTING FIXTURES STALL COMPLY WITHEXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. STAMP & ENGINEER'S SIGNATURE
R 6' REMAINDER OF JOINT IN STYROFOAM OR PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. IN RED INK ON PLAN.
SEE ELECTRICAL AND MASTIC
$ ' OTHER EXP. MATERIAL. CONCRETE SHALL FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1 2 MIN. CONC. DECKING. T •) s
AUTHORIZED SIGNATURES:
PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR / .
EQUIPOTEN11AL BONDING GRID FOR EXPANSIVE SOILS. TILL RONALD L LACHER, P.E.
ADJACENT STRUCTURES.. CANTILEVER CONCRETE TODD L LACHER, P.E.
IN EXPANSIVE SOILS WHERE MIN DECK REQMTS KRISTOF NADASDI, P.E.
EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.S. 8 SKIMMER DETAIL N.T.S. 9 l SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP ja BOND BEAM DETAILS N.T.S. 12 JEFFERY COLLINS, P.E.
CHRIS BIEDENBACH, P.E.
SHEET:
STANDARD PLAN APPROVALS: pool Ron Lacher, R.C.E.
s STANDARD POO PREPARED IN ACCORDANCE WITH engineering 1201 N. Tustin Ave.
THE 2013 CALIFORNIA BUILDING CODE
g 9 Anaheim, California 92807
STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114
Phone: (714) 630-6100
'IONIC Cis^tl
' 7
PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90%
COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR CITY OF SAN JOSE SPECIAL NOTES
DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF SAN JOSE.
CUT -FILL TRANSITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS &CONFORM TO ASTM A615 GRADE 1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF
THE FOLLOWING METHODS:
40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM THE
SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE
CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2'. APPROPRIATE DETAILS AND SCHEDULES.
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION.
THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM C. A STANDARD POOL PLAN NTH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO
SPACING IS #4 BARS AT 18' O.C.. IDENTIFYING SCHEDULES AND DETAILS.
4. THE PLAN 'TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE 2. SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL
OF THE INSTALLER THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES WITH A MINIMUM SOIL EQUIVALENT
GIVEN POINT IN THE POOL STRUCTURE. FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW,
5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE GP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF,
INSTALLED PRIOR TO PLACEMENT OF CONCRETE. NON -EXPANSIVE SOIL, MAY ONLY BE USED IF RECOMMENDED BY A SOILS ENGINEER.
6. SHOTCRETE'. (GUNITE) TO BE IN CONFORMANCE NTH CBC SECTION 1910 & SHALL HAVE 3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SPECIAL
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED ON THE FINDINGS OF
SHOTCRETE, (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY THE GEOLOGIC AND GEOTECHNICAL REPORTS.
REQUIREMENTS. 4. IN ACCORDANCE WITH CBC SECTION 1802.2.7, A SITE SPECIFIC SOILS INVESTIGATION MAY
7. CEMENT SHIALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F.
`
8. SHOTCRETEjGUNITE 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 OIFFICIAL.
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
i
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.
OWNER
1. KEEP SHOT(CRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER).
SEE STRUCTURAL NOTE #1
SHALLOW FEATURES MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE
UNDISTURBED OR 90% COMPACTED SOIL rJ NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
r67
NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
V-8"
SPA AIR -LINE NO. 1 & DETAIL 12. -�`- -- 2" 2 CONCRETE COPING. 9 2 �- 3RD AND/OR 4TH IDEAS DETAILS, NOTES &SPECIFICATIONS EITHER COPIES
MAY BE LOOPED ���'''�'''''� # / " / OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
INTO SPA BOND c�� EXPANSION JOINT & SEALANT to 12' BAR LOCATION THIS DESIGN ARE THE PROPERTY sOIEY of POOL
��sn ' r-� "�'-- -� MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
z �- -�== $ � � � LEVEL TOP OF GUNITE 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. �
BEAM. MAINTAIN X o (2) #3 X 4 3 BARS COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
¢ z # l , ¢ �_ , O # W/ GROUT &PLACE PER DETAIL #8 1 PROVIDE 2 1/2'
1" CLR. TO REINF. ¢ 3 BARS. M IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
6" ai - #15 FELT OR 4 MIL. DECKING F- ELECTRICAL 'J' BOX. CLR. BETWEEN COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY
w I THICK x 3 BARS 1" MIN. CLR. s PARALLEL BARS. ANY PERSON, BUSINESS OR CORPORATION MAY ONLY BE
13. SPA LIGHT ¢ # € AROUND ALL VISQUEEN ON TOP. COPING 8" MIN. ABOVE DECK, WATER / O #
12" O.C. N , , a " FINISH BOND BEAM W 4 3 BARS DECKING. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
EA. WAY. PIPES. #3 BARS 12" � rA E -LINE OR FLOOD LINE WHICH GRADE. PER TABLE #1 &DETAIL #12. j TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
_vru � .1. ` SKIMMER BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
-� WATER O.C. EA. WAY. zCEVER IS GREATER }( PLUMBING MAY BE LOCATED THE USER ACKNOWLEDGES THAT HE HAS READ &
EQ. EQ. WATER n r 1
LINE. 24" COVER. �� - 1� I L. IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
REINFORCING PER DETAIL 10. 6" LINE. p
# LAP (2) #3 BARS Z 2 1/2" MAINTAIN 1" CLR. TO REINF. 3" BARS MAY BE OVER OR CALLS BY: A.J.C.
NOT REQUIRED IF 6" MIN. MIN. V�V \ COMPACTED ci CLR. UNDER VERTICAL BARS.
CLEAR PROVIDED. BEND �� I FILL CLR. X c W
DRAWN BY: T.L.L.
z 5" MIN. �� BOND `�� I L sy , 1 o NN PRECAST COPING OR BRICK
24" MIN. LAP c m ,,, 9� z
# i 1 AROUND ALL. UNNDER •`��� - - �o�� 0 3 ®� 8"* CHECKED BY: R.L.L.
CIRCULATION DRAINS: r INTO SPA FLOOR 3 BARS "
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, I: OR POOL WALL 0 12 "O.C. (2) #3 'Z' BARS ) SKIMMER. �� ¢ Fti 1 �N• a o a � ._
. • -�i� �=- #8 COPPER \ D M
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. ���` � 6 m „� (2) #3 BARS
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY GROUND WIRE r o \ ffk c=i, : CL VENEER.
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T' DAM WALL 6' DAM_ - LAP INTO SPA REINF. SECTION AT SKIMMER L 'Ld
C.E.C. APPROVED `D O \ _ - 4O o BEND
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12• DAM -LAP INSIDE BARS INTO SPA REINF. J FIXTURE FFA _ _ - Ino VERT. STEEL PROF S$/0
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE:: - LAP OUTSIDE BARS INTO POOL REINF. 24" CONDUIT. LENS �F - - - -
yo 45' OR 90'. �0 N
MI". LIGHT. SED �A J ? BOND BEAM PERS STILE
SPA DETAILS MAY BE USED Pool MIN. (2) #3 BARS �9 a� °'
LAP EACH WAY l ," 'o P TABLE NO. 1. (-PLASTER
r�
SPA DETAILS - N.T.s. 7 IP
FOR SPAS WITHOUT POOLS. AROUND NICHE. 18" MIN.p`� r`i'r C' 6 6 m
- C LAP, TYP•IROCK OR BRICK NOTCH P 6/3012 7
4'-0" MIN. IMPERVIOUS DECK a
APPROVED SEALANT
SLOPE 1/8"-1/4' INSTALL PER MANUFACTURER I L `` VERT. STEEL WOOD POST FROM `r CMI. S
3 1/2' PER DRAIN 0 (2) #3 BARS. #3 0 6" O.C. ATTACHED PATIO COVER OR CAl1F0��
NOTES: 5'-0" DEEP & BELOW. MAX. DEAD + LIVE LOAD = 2000 Ib.
X N 1. INSTALL NO. 8 COPPER GROUND HARE FROM LIGHT NICHE TO OR 60 I I LEVEL TOP OF BOND BEAM
LU >< NOTE: BRASS CONDUIT TO POOL REBAR, OR NON-METALUC HORIZONTAL STEEL ROCK ON ND BEAM.
N `''' SATURATION ''" PROVIDE CONTROL JOINTS 3" CLR. �"M _ 5" MIN. #3 BARS 0 12" O.C. TYP. M ► I WITH GROUT &PLACE 15#
C) a ). CONDUIT CAN BE USED HATH INSULATED NO. 8 COPPER WIRE L FELT OR 4 MIL. VISQUEEN ON
v o I RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL GALV. SIMPSON POST BASE. I
INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C.OP OF BOND BEAM. PLAN VALID ONLY WITH WET
it `` I PRIOR TO - Y NOTE BOND PER ELECTRICAL & } :y
n L i POURING DECK. = � 1' 2 SWIMMING POOL LIGHTING FIXTURES STALL COMPLY WITHEXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. STAMP & ENGINEER'S SIGNATURE
R 6' REMAINDER OF JOINT IN STYROFOAM OR PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. IN RED INK ON PLAN.
SEE ELECTRICAL AND MASTIC
$ ' OTHER EXP. MATERIAL. CONCRETE SHALL FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1 2 MIN. CONC. DECKING. T •) s
AUTHORIZED SIGNATURES:
PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR / .
EQUIPOTEN11AL BONDING GRID FOR EXPANSIVE SOILS. TILL RONALD L LACHER, P.E.
ADJACENT STRUCTURES.. CANTILEVER CONCRETE TODD L LACHER, P.E.
IN EXPANSIVE SOILS WHERE MIN DECK REQMTS KRISTOF NADASDI, P.E.
EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.S. 8 SKIMMER DETAIL N.T.S. 9 l SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP ja BOND BEAM DETAILS N.T.S. 12 JEFFERY COLLINS, P.E.
CHRIS BIEDENBACH, P.E.
SHEET:
STANDARD PLAN APPROVALS: pool Ron Lacher, R.C.E.
s STANDARD POO PREPARED IN ACCORDANCE WITH engineering 1201 N. Tustin Ave.
THE 2013 CALIFORNIA BUILDING CODE
g 9 Anaheim, California 92807
STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114
Phone: (714) 630-6100
'IONIC Cis^tl
' 7