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BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM
.0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD)
CHICO AREA RECREATION AND PARK DISTRICT (CARD)
D PARADISE RECREATION AND PARK DISTRICT (PRPD)
0 DURHAM RECREATION AND PARK DISTRICT (DRPD)
Assessor'�Parcel 'Numb (s) (�
Property Owner (s
Project Location /Address* L
Subdivision Name
ti ,
\ _\ New. Develop ent
0.
Alteration/Addition(s)
v
Mnhi P.}inma
Demo Per
Comments:
Buil rng Department
SO 1 C6 �Z Building Permit Number OS D-1 99_
9
0
Assessable Sq. Ftge 0
Residential Development (check one)
Single Family -Detached Single Family -Attached
—Non -Residential to Residential Multi -Family Dwelling
Mobile me replacement verified by..Assessor Department "
it (date issued .,° ) verified by Building Department
. 1 Y
0 FRRPD 0 CARD �E] PRPD 0 DRPD certifies that:
-7,
Applicant Narhe Phone Number N�-
a3\*-\ C C) J _.
Mailing Address City State Zip
f I "- 5
Has complied with requirements of the Butte County Board of Supervisors Resolution No.
by Payment of:
Dwelling Units @ $ i' per unit for a total of $
Square Feet @ $ per sq foot for a total of $
Remarks:
Paid
Recreation and
.- 236MIla 11
_ Paid by Cash: _
UFORMSWILDING FORMS\park-rec standard form rev Ldoc
Receipt No:
10/13/05 #5303 1:0
V ate
m
$1080.00
BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM
(One form per Building)
School District Building Department No.
A.P. Number Lrl Jurisdiction:. city E=n_4county
osaalq ?,
Property Owner L—L4./V r
Property Location/Address
Subdivision Lot No.
...................................
Residential Development Sq. Footage
No of Living Mobile Home Addition/ *Supplemental to (Group. R)
Units Installation Conversion Permit #
.(No foundation inspection)
...............................
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document),
Commercial/industrial 0 Q Sq. Footage ,
New /I Addition (including Exterior
Roofed Areas)
AJPAJ 10!.�
Ouildirg Department Repres�ent`ajvg Date I I
District Identification No. [)/,0 rl�
School District certifies that a%%Q
I—olax
(Applicant)
ean
(Street Address) (Phone Number)
(City) (State) (Zip Code)
has complied with the requirements of Resolution No.
C�
representing' square feet. 1�13 2926
District Representative
Paid by Check # Remarks:
bypayment of $ pC
Date
Notice: You may protest the Imposition of the fees identified above by submitting a written protest to the District, In compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the Imposition of the fan In any court action.
ff, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form the School District is
notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigate Iti Impact on the school district's schools.
White (school district), Yellow (building department), Pink (applicant) feeformAs (3M5)dr`nrn
TRS
LuArrv.'AI L� To
Sep Ab%
LARA RESIDENCE
CL
r.
\A
1. -v rz-o L-Cc3e
IMA "J I MR
:3'10"
CALCULA TIONS � ARTIFICIAL ROCK (FORMED OVER DEBRIS OR SAND BAGS OR REAL
ROCK (MAX WEIGHT 1500 Ib. PER LINEAR FOOT OF POO WALL).
F _METHODOLOGY: -_
(SURCHARGE LOADING BASED ON BOUSSINESO METHOD,` MODIFIED BY TERZAGI) �� CONTINUOUS 20 MIL FLEXIBLE LINER IS RECOMMENDED TO ---------
fc
--
PREVENT LEAKS IN THE EVENT OF CRACKING OF WATER FEATURE
y = .EQUIVALENT FLUID PRESSURE fc = M(2) 12 in/ft a Mt (2)(12) --
OTM 1/6 y H3 + �[(PXr)] j k b d2 (0.887)(0.339)(12) d2 < 900 Psi BOND BEAM PER STANDARD POOLFTOP OF BOND BEAM '
i STRUCTURAL PLAN, DTL fl & f12.(WALL W/ R.B.B.)
WHERE y 45 p.c.t AND _ (1/2) 7 H2 7 H2_ .
< 49 psi
P. _ 1/2 (a. + 01. X6 in) (12 in/ft) j d (2)(12)(0.887) d - � - - - - - - - . - - ;
f c = 2,000 s.i. ` o
r, =VERTICAL DIST. FROM P TO z DEPTH. p' PROVIDE POSTIVE } a F- I - - - - Co o
=r. DRAINAGE BY CONCRETE GUTTER, HORIZONTAL STEEL `'' �- 8' C.M.U. tL m
NET MOM = OTM RESISTING MOMENT Fs 20,000 p.s.i. DRAINAGE PIPE, OR OTHER MEANS, TYP. cu
#3 BARS 0 12" O.C. z I SOLID GROUT ALL CELLS > 'c o
N .s = . M(12 in/ft) .: Mt (12) fc 0.45 fc = 900 ps.i. VERTICAL STEEL ,- THROUGHOUT. m = 12• W/ /3 BARS A 24" O.C. HORIZ Vim, � ° o 0
As j d As (0.887) d Vc = 1.1 Tf'c = 49 p.s.i. SEE TABLE 601. 1 #4 BARS 0 16' O.0 VERT. c0 M
TOP OF BOND BEAM c:, L u�
U
` RESISTING MOMENT: LOADING DIAGRAM: (EXPANSIVE Son,)
(STANDARD WALL) cf
_ j<---.wATERPRooF1Nc RECOMMENDED. ~
R J Z h m
cu
RESISTING MOMENT AM POINT A STANDARD BOND BEAM --j(- `+
RM = W, d, + W2 d2 + :» Wada O� s TYPICAL RESULTANT ROCKS. MAY BE PLACED A TOP l r c cote c m .c
W d' Q 1500 PLF OF WALL or 0 WATERLINE �' WATER UNE o LAP VERT. Q a
sX 2 m 3 c = STEEL 12"
I x W� 2 m=- n-- UNDISTURBED SOIL •1 ,,, a � < MIN. INTO BOND BEAM PER STANDARD POOL
2 H H 1000 PSF MIN. 3- CUL ~' 0 o POOL WALL STRUCTURAL PLAN, DTL do 2.
W3' b 21
ds W. _ FOR m > 0.4 BEARING VALUE .� TYP. a i ~HORIZONTAL F 3- U
j C
W, b a of ,segment„ (h HLC(m28�2)s � . 133BBAR5 MASONRY NOTES: •(D
ds _ t\ C' CONCRETE COVER TO G .� �p o
W BE CHANGED UNIFORMLY. ?� P� o0 12 O.C. 1. ALL METHODS AND MATERIALS SHALL BE IN
s FORmS0.4 O o'
CONFORMANCE WITH THE LATEST ADOPTED •�
d A Q� .203 n SEE TABLE 601.P EDITION OF THE UBC AND LOCAL ORDINANCES O
Ws �h = H C(,16+n2)2 / 2 CONCRETE BLOCK SHALL BE GRADE N EXPOSED
HORIZONTAL STEEL C.M.U. 11 ( ( CL N
#3 BARS 0 12" O.C. OPTION TCONTROLLEO� NORMAL 1HEtOGHT UNITS (135 PCF),
1YP• THROUGHOUT. CONFORMING ATO UBC STD. 21-4, AND ASTM
y = 45 P.C.F. tT =LATERAL LOAD ON POOL WALL VERTICAL STEEL C 90. ALL CONCRETE BLOCK SHALL HAVE A
SOIL h FROM ROCK SURCHARGE. SEE TABLE 601. _ DESIGN STRENGTH OF fm = 1500 psL
3. GROUT SHALL CONFORM TO UBC STD. NO.
CALCULAl10N
RESULTS: 21-19 do ASTM C 476 WITH f c=2,000 PSI.
SEE SEE UBC TABLE 21-B FOR PROPORTIONS
1500 P.LF. ROCK FORMATION SURCHARGE r., ABLE 601 OF INGREDIENT'S.
EXPANSIVE SOIL �-- UIN 000 PBED SOIL . ANSTION WALL 4. MORTAR SHALL BE TYPE M WITH fc = 1800 ppsi
EQUIVALENT FLUID PRESSURE 45 P.C.F. 1004 SF MIN. TO FLOOR STEEL AND SHALL CONFORM TO UBC STD. NO. 21-15
RESULTS FOR NO RAISED BOND BEAM BEARING VALUE '� &THICKNESS do ASTM C 270.
DEPTH
'D'
SOIL
OTM
ft -1
LOAD
OTM
ft -1
SOIL
RM
ft -1
MOM
t
VERTICAL
STEEL
c
is
p.aL
K
p.at
2'-0`
60
177
74
220
1 5%'
6
11305
347
114.2
3'-0'
203
s
92
746
1 6'
130 6"
16114
662
20.5
DEPTH
'D'
SOIL
OTM
ft -1
LOAD
OTM
ft -1
SOIL
RM
ft -1
MOM
t
VERTICAL
STEEL
Is
p.at
is
p.aL
K
p.at
2'-0`
60
177
74
220
1 5%'
#3 0 12'
11305
347
114.2
3'-0'
203
501
92
746
1 6'
130 6"
16114
662
20.5
4'-0'
480
977
124
1548
7-
J3-0 4"
16536
722
21.5
5'-0'
938
1569
237
2523
7ii"
#'3 0 3'
18019
869
24.6
6'-0'
1620
2242
497
3541
8%*
add 2 #4
18176
842
25.1
T-0"
2573
2974
1027
4520
9)¢'
19319
806
25.6
8'-0" 1
3840 137481
2726
2217
537110%-
10)4'
odd 3 14
19652
750
25.8
W-6'
4606
4146T4738
848
.4015
10)¢'
KED BY: R.LL
14690
561
27.9
- RESULTS FOR 2'-6" MAX. RAISED BOND BEAM
HEIGHT
H,
SOIL
OTM
LOAD
OTM
SOIL
RM
NET
Mom
t
VERTICAL
STEEL
fs
v sl
fc
P• s.L
rc
P.at
2'-0"
60
114
74
220
5%'
#3 0 12"
11305
347
14.2
3'-0"
203
341
92
746
6"
13 06-
16114
662
20.5
4'-0`
480
701
116
1561
7"
#3 04-
16668
728.
21.5_
5'-0"
938
1177
145
2660
8`
13 03"
16927
764
22.1
6'-0'
1620
1745
183
4050
9'.
:add 2 14
18893
-828
22.9_
7'-0'
2573
2385
296
5344
10Y"
19555
747
22.0
7'-6`
3164
2726
419
5924
10)4'
odd 3 14
15844
737
23.8
8'-6"
4606
3443 1
848
7293
11"
KED BY: R.LL
18185
812
26.1
10'-0-
7500
4586
2378
9707
1234'
add 2 #5
19595
807
27.7
11'�-0"
9983
5381
7150 1
8213
13'
15683
626
30.4
5. ALL REINFORCING BARS SHALL B PLETELY
EMBEDDED IN MORTAR OR GR ANO ALL
HAVE A COVER OF NOT LESS AN 2 CHES.
TABLE 601 ' NOTE: REAL ROCK ONLY,
V OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. REAL ROCK SHALL BE PLACED DIRECTLY
BEGIN SPECIFIED STEEL do GUNITE THICKNESS AT INDICATED b' OR 'H' DEPTH. ON A MORTAR BED TO PREVENT SLIDING
(SEE STANDARD STRUCTURAL PLAN, DETAIL #4) AND ROTATION. ROCKS WITH A DIAMETER Z
LESS THAN V-6' SHALL BE EMBEDDED o
POOL
DEPTH
NO RAISED
BOND BEAM
REWD
TRANS.
i
C
VERTICAL ERTICAL
STEEL
0 to 1'6'
2%"
#3 0 12"12'-0*
2'-0"
2'-0"
2%-
#3 0 6.
2'-0-
2'-6-
3"
2'-0'
3'-0'
3"
#3 0 4"
2'-0-
X-6-
4"
"
2,-0„
4'-0-
'4-
#3 0 3"
2'-0-
4'-6-
4%'
2 #4
2'-4-
5'-0*
4%'
add 2 #4
2'-6"
6'-0'
5-
add 3 #4
2'-9"
7'-0'
6"
= �F ��-�®
2'-11"
8'-0"
7-
2'-9"
8'-6-
7"
add 2 #5
2'-9"
TOTAL
HEIGHT
2'-6" MAX.
R.B.B.
REWD
TRANS -
i
C
VERTICAL
STEEL
STEEL
0 to 1'6'
2%*
1#3 0 12"
2'-0"
2'-0"
2%-
1 #3 0 6"
2'--O-
2'-6"d%'
2'-0"
3'-0"#3
DIAMETER OF THE ROCKS EXCEED 3'-0',c?
0 4"
2'-0"
3'-6"
2'-0"
4'-0"#3
w 0
0 3.
2'-0-
5-07add
2 #4
2'-10
6'-0"
3'-9-
6'-6"
6%
add 3 #4
4'-2"
7'-0",
7"
= �F ��-�®
4'-5"
8'-0"
7"
4'-4"
9'-0"
8"
add 2 #5
4'-2"
10'-0'
9"
4'-0"
10'-6"
9%'
3'-11"
11'-0"
9m"
z
3'-11'
i
:.,
T- - - - - - -
� l I
A MINIMUM OF 1" INTO MORTAR. ROCKS
`
�= g
a
WITH A DIAMETER GREATER THAN 1'-6"
do LESS THAN 3'-0" SHALL BE EMBEDDED
LA l
Q 4d ti F�
- z
z
5 -'
A MIN. OF 2" INTO MORTAR. WHEN THE
DIAMETER OF THE ROCKS EXCEED 3'-0',c?
m
Z
L)
CONTACT POOL ENGINEERING.
6 m
w 0
CC x .6 0 07
z
ADD BARS
civ\
W
w
0
REINFORCING DIAGRAM
= �F ��-�®
z Z
ui CL
0
t T I
0W
F --
POOL TO BE TIED
a
z
W/ 13 BARS 0
12' O.C. VERT.
DATE: 12/04/02
Q
o N
HORIZONTAL
N
N
°-
UM` v'U
Arcs BY: A.C.
-
x�
`s
sILDIN
. 'v DMS
KED BY: R.LL
A7pOV
ROCK SURCHARGE
o
ARTIFICIAL (SOLID) OR REAL
`
EQUNALEW FLUID PRESSURE =
45 P.C.F.
WHEN SPECIFIED WHEN SPECIFIED
(PLUS SURCHARGE)
ADD (2) #4 BARS ADD (3) 14 BARS
OR (2) #5 BARS PER FOOT.
SEE LOADING DIAGRAM
DETAIL immm
PER Fool. EVENLY SPACED.
EVENLY SPACED
i
:.,
T- - - - - - -
� l I
c
z
CONDITION L MIN. ;�
- - - - - xa
ZUNDISTURBED SOIL
1000 PSF MIN. m
BEARING VALUE II 00
�.p
II ,
i O
't' TO BE - ti Q� �P
CHANGED
UNIFORMLY. � \�
SEE TABLE I I
N0. 1. I IIA
(n
`�
o
I
a
0
3'6p
(6) BAR BOND BEAM REQUIRED 12"
(s) #4 BARS ®
51,i
-
GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
5%"
"
III II p z a 3
L
6"
EQUIV. FLUID MIN.
PRESSURE
= 62.4 P.C.F.
MAXIMUM.
i moo -
. i 143
J
'{' SEE
TABLE
N0. 2.
4'0"
1'-0'
FOR THE CITY OF LOS BOND BEAM.
ANGELES ONLY. I
FINISH BOND BEAM W/ (4) #3
SHOWING D
1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE LAFWHENA
n
4'6"
V-0"
V�"
"
II r
GRADE. BARS PER TABLE NO. 1 &
POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY UNE, SLOPES AND EDITION OF THE CBC SECTION 2406.4, ITEM 9 INCLUDING LOCALLY ADOPTED AMEN
STRUCTURES IN THE CITY i0F LOS ANGELES, THE POOL LOCATION SHALL COMPLY WITH THE 1. GLAZING IN WALLS AND
V-6"
6".
n
6'
"
I
BARS BENT
DETAIL #12.
CITY OF LOS ANGELES ZONING CODE IN SAN BERNARDINO COUNTY POOL APPROVED FOR
FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING#3
THE FOLLOWING CONDITIONS ARE PRESENT:0
PRIVATE
#3 0 6"
6%"
��' ".
5,t-
n
6'0
2'-6n
48" O.0
- Iu#3 BARS VERTICAL,
n
USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THEOF
POOL LOCATION SHALL COMPLY PATH THE SAN BERNARDINO COUNTY ZONING CODE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE POOL SIDLAZING.
2 REPRESENTATIVES OF POOL B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA
5%" #3 0 6"
6'6"
_ -
I k io L
6"
»
"
7.Op
3,_6p
6n
n
TABLE NO. 2
6" #3 04-
4"5'6'
T6"
4'-0"
614"
9"
ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE RELYING DECK AREA.
ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE CONTINUOUS
8'0"
4'-6"
6r
"
9»
3" CUR.SEE
6'6' 81i" #3 0 3"
7154" #3 0 3"
-
Z
-WATER
9"
THE ADEQUACY OF SHOTCRETE INSPECTION
THIS STANDARD POOL STRUCTURAL PLAN
8"
VERTICAL
7'� #3 0 3"
7'6'
z
a
�� I- I
�
#3
8" "
BID-
LINE.
9' n
FOR THE ACTUAL SITE CONDITIONS SHOULD SITE
3
BASIC GRID I-
#3 BARS 0 12 O.C. BENCHES & STEPS o J
I
III -lid
11-11 =1 I
i i I
m
Phi E'
9"
COPING NOTE
04"
•
03"
2 1/2"
o-
v
NOT A PART OF
CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE WERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
RESPONSIBILITY OF THE CONTRACTOR
w
6"
E i
1
7"
8"
BOND
C!,fl
COMPACTED
I POOL STRUCTURE J^
DECK DRAINS
C w
VERTICAL
OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND INSPECTOR IN CONFORMANCE WITH UBC CBC SECTION 1701, WHO SHALL SU A STATEMENT
OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE INDICATING COMPUANCE WITH THE
#3
#3
I
I=_
z
BEAM HORIZ. BARS
BOND BEAM PER TABLE
MAY BEOVER UNDER
F&
RECOMMENDED. 5 1/2°
�y, FILL 1
#4
X
CLR. a
a w
012
SOIL S AND SPECIFICATIONS THE FOLLOWING AGENCIES AMONG
DETAILS ARE VALID ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING OTHERS REQUIRE CONTINUOUS INSPECTION:
06"
06"
°
5 -0
MIN.
03"
POSITIVE NO. 1 (EXPANSIVE SOIL)
03"
\'Sys`-
1
z - J
L
INC. RECOMMENDS THAT THE OWNER OR OBTAIN A SOILSREPORT.A. CITYLOS ANGELES- INSPECTOR MUST BE APPROVED BY THE DEPARTMENT OF BUILDING &
BOND BEAM
W
I
P
11
6,• N0. 1.
PER TABLE N0. 1
DRAINAGE DETAIL #12.
\O
0THISVALIDWH
3 PLAN S NOT WITHOUT ADDITIONALCONTRACTOR
DE THE FOLLOWING SAFETY, PER
& DETAIL 12.
UNDER-
Q ��
>
`
F"- TABLE EXPANSIVE
\`F`
(EXPANSIVE .
SOIL)
1
M
3 N Kai
m
WATER
CONDITIONS APPLY (PER LATEST ADOPTED EDITION OF THE CBC SECTION 1806.5.2 THROUGH B. COUNTY OF VENTURA
1806.5.4. IN VENTURA. LOS ANGELES 'D' 'X'
= NO. Z SOIL
ADD #3 0 12" LONGITUDINAL
15
\���
6+ �p\a
o p
CO
COUNTIES, MIN. IS 1 1/2' & MIN. IS 2 1/2). C. THE CITIES OF: BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON, HERMOSA BEACH,
SPECIAL DETAIL REQUIRED WHEN IRVI?E, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS, LAKE ELSINORE, LONG BEACH
0 TRANSITION FOR EXP. SOILS
TABLE
IN VENTURA COUNTY ALL NON -EXPANSIVE EXPANSIVE -
DECKING MUST BE INSTALLED APPROVED SEALANT RECOMMENDED (PER DETAIL #8). TABLE SOIL SOIL
IN ACCORDANCE W/ DTL ¢8. REQUIRED W/ EXPANSIVE SOL NO. 1 EQUIVALENT EQUIVALENT
SLOPE DECKING 1/8'/ -COPING FLUID PRESSURE FLUID PRESSURE
TO 1/4° PER FOOL = 30 P.C.F. = 45 P.C.F.
BOND BEAM SEE TABLE NO. 1 SEE DTL 1
AWAY FROM POOL &DTAIL 12 # SEE DTL #1
RAIN BOND r r
I o AA BEAMS
t�
r o Ii - a (3) #4 (3)
o BARS. #4 BARS
a I -' W VERTICAL VERTICAL
z �� I a 3 Q D R t STEEL t STEEL
mo ALLOWABLE 5 1/2' ;a ; p W 3'0" 1'-0" VX" #3 0 12" 51X" #3 0 12"
D
z
CONDITION L MIN. ;�
- - - - - xa
ZUNDISTURBED SOIL
1000 PSF MIN. m
BEARING VALUE II 00
�.p
II ,
i O
't' TO BE - ti Q� �P
CHANGED
UNIFORMLY. � \�
SEE TABLE I I
N0. 1. I IIA
(n
`�
o
I
a
0
3'6p
1°-0"
51,i
"
5%"
"
III II p z a 3
L
6"
EQUIV. FLUID MIN.
PRESSURE
= 62.4 P.C.F.
MAXIMUM.
i moo -
. i 143
J
'{' SEE
TABLE
N0. 2.
4'0"
1'-0'
51, "
»
5t, "
n
4'6"
V-0"
V�"
"
5�4"
#3 0 6".
5'0"
V-6"
6".
n
6'
"
5'6"
2'-0"
6"
#3 0 6"
6%"
��' ".
5,t-
n
6'0
2'-6n
6-
n
7%"
5%" #3 0 6"
6'6"
3'-0"
6"
»
8°
"
7.Op
3,_6p
6n
n
81/i"
6" #3 04-
4"5'6'
T6"
4'-0"
614"
9"
"
8'0"
4'-6"
6r
"
9»
7" "
D
.t
VERTICAL
STEEL
2'6"
gf
#3 0 12"
3'0"
6"
"
4'0"
6"
#3 0 6-
5'0"
7"
"
5'6"
8"
"
6'0"
8" 1
#3 0 4-
7'0"
81,rl-
5%"
7'6"
gt
»
8'0"
10"
"
8'6"
10"
"
" 9�j Q M X LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH, STANTON, TUSTIN, VILLA PARK & WESTMINSTER.
o \.o = � ¢ 'D'fS LESS THAN POOL DEPTH
I to D. IN THE CITY OF SAN DIEGO, PNEUMATIC CONCRETE WORK NOT FULLY SUPPORTED ON
OR H/4 (7.5' MAX. H/4) SPECIAL DETAIL
`� OF ` \ is w REQUIRED WHEN 'H' EARTH MAY REWIRE CONTINUOUS INSPECTION AND VISUAL EXAMINATION FOR STRUCTURAL
m o TOE OF SLOPE IS LESS THAN 10' TOP OF TITLE Z4 SOUNDNESS OF IN PLACE PNEUMATIC CONCRETE .
- - - SLOPE MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT:
'I I �y�A J� 1. SYSTEM IS CERTIFIED WITH 78% THERMAL EFFICIENCY (PER LATEST ADOPTED ANSI STANDARD),
_I 9, 1z: L READILY ACCESSIBLE ON-OFF SWITCH, WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY
+ �P EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
-MLI 0v 2 SYSTEM IS INSTALLED WITH:
A. AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
S. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
SPEgAI DETAIL REQUIRED WHEN 'Q' I 3• POC- SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF
IS LESS THAN H/6 (20' MAX.) - PEAK OPERATION.
#3 0 6" O.C." 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON- FENCING AND BARRIERS
VERTICAL STEEL 4'-0 A. STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE 1.PRIOR TO FILLING,, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH
DEEP &BELOW. '� DECKING AND POOL GEOMETRICS. FENCING & GATES WITH NO OPENINGS GREATER THAN 4'. GATES TO BE SELF-CLOSING &
I HORIZONTAL STEEL #3 �� rll l DECKING CONSTRUCTION
AUCSYnSTONE],I�iFIAT WILL RESISTHEAVISHOWN AS NG DUEDTO SOIEXPUM ANSION.CTION �D DOES NOT SELF-LALOCAL CODES SHALL SHALL PREVAIL MIN. 5' HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE
VERTICAL STEEL SEE `D 8'6" 5' -0" 6�'�» " 9" " I- e BARS 0 12" O.C. TYPICAL. 'b I - 6. ALL CONSTRUCTION SHALL COMPLY NTH THE LATEST ADOPTED EDITION OF THE UNIFORM
� 2WI1EN REQUIRED BY THE BUILDING OFFICIAL BARRIERS SHALL COMPLY WITH THE LATEST ADOPTED
TABLE NO. 1. -III I l k VERTICAL STEEL. _III io M T BUILDING CODE/CBC AND LOCAL ORDINANCES EDITION OF THE CBC SECTION 421, APPENDIX CHAPTER 4 INCLUDING LOCALLY ADOPTED AMENDMENTS
k SEE TABLE NO. 2. NOTE. _ 7• POOLS WITH DIVING BOARDS SHALL MEET DINING BOARD MANUFACTURER'S POOL GEOMETRIC A. IN THE CITY OF LOS ANGELES, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH
%0 24' MIN. NOTE: STANDARDS AND/OR LOCAL CODES THE LOS ANGELES CITY BUILDING CODE SECTION 91.6103(A).
HORIZONTAL STEEL v ,� 24' MIN EXTRA REINFORCING TO EXTEND 24" MIN. EACH SIDE OF RAMP. S SIGNS &SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. B. IN THE COUNTY OF LAS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE LOS
BARS 0 12" O.C. 1RANSI110N WALL .BOND BEAM HORIZONTAL BARS MAY HORIZONTAL STEEL
TO FLOOR STEEL AND THICKNESS BE OVER OR UNDER VERTICAL BARS #3 BARS 0 12" O.C. "� TRANSITION WALL 9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
TO FLOOR STEEL AND THICKNESS. ASSISTIVE DEVICES FOR THE DISABLED. ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED.
TYPICAL INCLUDING ALL SPECIAL DETAILS. 10.CONTRACTOR OR OWNER SMALL VERIFY ALL`17fTHESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SHIMMING POOL SITE PLAN.
LU coNOlnoNs &DIMENSIONS AT Joe SITE
C. IN THE COUNTY OF VENTURA, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH
NO DECK SECTION - EXPANSIVE SOIL (624 PCF) ELECTRICAL AND PLUMBING VENTURA COUNTY BUILDING CODE (1998) ARTICLE 3, CHAPTER 41, SECTION 41.6.
STANDARD. WALL SECTION 1 2 SHALLOW/DEEP END RAMP 3 1. ALL ELECTRICAL SHALL BE INV CONFORMANCE,WITH THE LATEST ADOPTED EDITION OF THE IN THE CITY OF SAN DIEGO, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE WITH THE
OR HIGHLY EXPANSIVE SOIL EXPANSION INDEX UP TO 130 CALIFORNIA ELECTRICAL CODE SECTION 680. ' CITY OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS IN DIVISION 84. ALL DOORS
'W' (3'-0" MIN.) 2. ANY METAL WITHIN 5' OF POOL EDGE MUST BE BONDED PER THE LATEST ADOPTED EDITION PROVIDING DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL SHALL BE EQUIPPED
DECKING. MINIMUM TYPICAL R®AR INSTALLATION DIAGRAM 2 STORY WOOD ' _ EQUIVALENT FLUID PRESSURE OF THE CAUFORNARECTRICAL CODE WITH AN EXIT ALARM AND A SELF-CLOSING, SELF -LATCHING DEVICE WITH A RELEASE
WIDTH PER LOCAL INCLUDING ALL POOL ENGINEERING, INC. DETAILS FRAME BUILDING TABLE NO. 5 = 45 P.C.F 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. MECHANISM PLACED NO LOWER THAN 54' ABOVE THE FLOOR.
EXP. JOINT & SEALANT 4 ALL EQUIPMENT SHALL BE III A E. IN THE COUNTY OF SAN BERNADINO PROTECTIVE BARRIERS ARE REQUIRED IN COMFORMANCE
STALLED PER MANUF CTURERS RECOMMENDATIONS AND IN
ACCORDANCE WITH LOCAL REGULATIONS.
5. 'POOLS SHALL BE EQUIPPED WTH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CAUFONIA
PLUMBING CODE SECTION 1210.1.
8. CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH &
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
STRUCTURAL NOTES
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED
AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL
THIS PLAN IS NOT SUITABLE MERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40
FOR 13 BARS AND 14 BARS SPLICES TD BE LAPPED 24'. -MIN. MINIMUM CLEARANCE
BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) 13 BARS, PATH THE
EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING
IS 14 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. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) OF
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CBC
SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28
DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS
OF WATER PER SACK OF CEMENT. .
WITH SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL
ENCLOSURE STANDARD PROCEDURE
CITY OF LOS ANGELES SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF LOS ANGELES.
11. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF 91.31B DIV II
AND P/BC 2001-14.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PSI.
COUNTY OF LOS ANGELES SPECIAL NOTES
IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND
HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN.
CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC)
VENTURA COUNTY SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN VENTURA COUNTY.
1. DECK TO BE REINFORCED WITH #3 BARS 0 24' O.C. EACH WAY.
A. DECK BONDING: WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR
NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH
THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH
THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH
AS POOL SUDES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22
2 15" DEEP PERIMETER FOOTING IS REQUIRED.
3. PERIMETER FOOTING MAY BE OMITTED MEN 6' WIDE DECK IS INSTALLED.
4. MINIMUM DECK WIDTH IS 4' UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT
PROPORTIONAL TO THE REDUCTION IN DECK WIDTH.
5. WIEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18" MINIMUM
Ed - <v DEPTH IS REWIRED.
�I ' I 11=11' #3 BARS 0 12" O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL SEE _ g�'p 7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CBC STD 19-1, ASTM 150.62. 6. JOINTS IN DECKS & COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
MAIN DRAIN(S) AT IOW POINT. (STEEL TABLE NO. 5. 'ly- 8. USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2% SULFATE CONTENT AND RESILIENT SEALANT.
BASKT IS NOT REQUIRED.) MAIN DRAIN PIPE I I AS DIRECTED BY LOCAL BUILDING CODES/ CBC. 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED &CONDUCTED THROUGH NON-EROSIVE
SHALL NOT ENCROACH INTO GUNITE SHELL REINFORCEMENT INSTALLATION INSTRUCTIONS � _ 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS
UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE 'D' OR 'H' 4 10. ALL INTERIOR SURFACES OF POOL PA SHALL BE COATED WITH A WATERPROOF SIUCA PLASTER. DEVICES TD A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA.
FOR DUAL MAIN DRAIN REQUIREMENT SEE B. WHEREVER EGRESS FROM A POOL IS RESTRICTED BY THE PRESENCE OF A VERTICAL WALL OR
SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL - o OTHER BARRIER WHICH EXTENDS MORE THAN 12' ABOVE THE WATER SURFACE AT THE POOL EDGE,
ELECTRICAL AND PLUMBING NOTE 8. BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED #3 BARS 0 12" O.C. OWNER
INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM 24" MIN. 1. KEEP SHOTCRETE (GUMITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. PERMANENT CONTINUOUS GRAB BARS HANDRAILS, RF OTHER APPROVED EQUIVALENT DEVICES
2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. SHALL BE INSTALLED WITHIN 12" OF THE WATER SURFACE SUCH DEVICES SHALL BE CAPABLE
LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED TRANSITION WALL TO FLOOR OF BEING SECURELY GRASPED, AND SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL STEEL AND THICKNESS 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). OF THE POOL, PER V.C.B.C. Gi.41 SECTION 41.26.
TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT 5--8- 9" & LARGER
BOND BEAM PER TABLE I I 2' 2' BOND BEAM PER PROVIDE ADEQUATE DRAINAGE BRICK T PRECAST
NO. 1 & DETAIL #12 BEHIND POOL WALL CONCRETE COPING. 3RD AND/OR LEVEL TOP OF GUNITE 4'-O° MIN. TABLE N0. 1 & NOTE:
� • DETAIL #12.. #3 BAR 0 24' O.C. , EXPANSION JOINT & 9 1/2° z 4TH BAR/
^""�"r� Wf GROUT &PLACE GROUT ALL CELLS SEALANT RE 'D. to 12' a }I�`\ LOCATION MAY BY THE USE OF THIS PLAN
115 FELT OR 4 MIL DECKING �- ELECTRICAL FOR EXPANSIVE SOILS. TO MATCH T VARY TO
SII (2) -C " r (4) #3 VISQUEEN ON TOP. 'J' Box. - 1 COPING a or THE USER ACKNOWLEDGES
BARS. O BARS z III II d _ "� II - I PER DETAIL 3 PROVIDE
R /2 E(�• UNDERSTANDS ALL THAT HE HAS DOFNTHE
5 1/2" a c 1- MIN COPING 8 MIN. ABOVE DECK, WATER - M o
X #3 BARS _I 0 #3 BARS z E ---UNE OR FLOOD UNE WHICH X Z L
#3 BARS a - N CUR. �� a o Z 1 (1) #3 ` _ �. BETWEEN
0 12' O.C. SPA LIGHT z o r 12' O.C. AROUND r J2' O.C. EVER IS GREATER. I m < BAR. DECKING. m f - I Q PARALLEL NOTES INCLUDED HEREIN. i
• EA. WAY. EA. WAY. HORIZ. STEEL I W m O - TiLE BARS I
EACH WAY. 3' ALL PIPES I- I r SKIMMER BARS 0 I I N C3 » = v
CUR.' �1- COVER. YY - II 1( II I III- 12° O.C. I `" ~ 6" BLOCK m - - BOND BEAM PER TABLE THIS PLAN IS THE
4 EQ. EQ. T -WATER WATER J JII I II : fm=1500 psi - T I No. 1. WORK OF THE ENGINEER AND
REINFORCING PER UNE UNE (3) #3 BARS \ ` - = W BOND BEAM a BARS12" D.C. SHALL NOT BE REPRODUCED,
g•
»
DETAIL #10. NOT . MIN 24 \\ JI I I z MAY BE 0 3 NIS <_ PLASTER COPIED OR OTHERWISE USED
REQUIRED IF 6' MIN. LAP BEND BOND \\� I I -I W +0' ALSO. Ih1=111I1=
CLEAR PROVIDED. 5° MIN. -4 BEAM UNDER �� aI oo z \ T -WATER VERTICAL i T"r 3p PRECAST COPING WITHOUT THEIR WRITTEN
AROUND AIL SKIMMER. / d UNE. STEEL W/ I BOND BEAMI 8' PERMISSION.
24" MIN. LAP Z� =.J VERT. STEEL 12° MlN. T PER TABLE OR BRICK
NOTE: - - INTO SPA III `�`� SEE TABLE EMBED. N0. 1 &
III- j d (2) #3 7 BARS I I- I I FIXTURE (2) #3 BARS _
PROVIDE (2) AN DRAINS. ONE LOCATED IN )� OR POOL #3 BARS II I 'v a - �. NO. 11. DTT.. 12• _ I(
SPA FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3' -_ 0 12"O•C• - N 5 COPPER t" ` \ LENS t 3" HORIZONTAL
ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY II EA. WAY. -III 1 SECTION AT SKIMMER GROUND WIRE - - I I � CUR' STEEL #3 BEND T � ROCK NOTE:
CODE SEE ELECTRICAL AND PLUMBING NOTE 8 L_ / ® INDICATES 44 MIN. TRANSI11ON WALL BARS 0 VERT. STEEL �� VENEER.
BOND BEAM HORIZONTAL BARS MAY
24" N.E.C. OR C.E.0 { \ BE OVER OR UNDER VERTICAL BARS.
SPA DETAILS MAY BE USED POOL MIN. APPROVED CONDUIT. TO FLOOR STEEL AND THICKNESS. 12" O.C. 45' OR 90'. L T "If
SPA DETAILS - 7 LAP TABLE NO. 11: BOND BEAM -�
FOR SPAS' WITHOUT POOLS. - (2) #3 5» RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE FPLASTER I ROCK
BARS EACH LIGHT.
CITY OF 4'-0" MIN. IMPERVIOUS DECK - - �- WAY AROUND MIN.
LOS ANGELES NICHE
6" MIN. APPROVED SEALANT 1 1 -_ _� �
DEEP REQUIft SLOPE 1/8"-1/.4" PER FOOT 1/2" MIN DEPTH '0_1
NOTE DRAIN - ° - NOTES
: -
0 1/2-3 EXPANSION JOINTS I (3) #3 BARS.
_ 1. INSTALL N0. 8 COPPER GROUND WERE FROM LIGHT NICHE
®( LI- REQUIRED IN DECO I)+I IO BRASS CONDUIT TO POOL REBAR, OR NON-MEFALUC
�, W to I SATURATION I 0 CORNERS. & .1I I a CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER
o WIRE INTERIOR W/ APPROVED POTTING COMPOUND
M o "' - RECOMMENDED PRIOR REMAINDER OF JOINT I -I I _ 3' CUR. M 5" MIN. PER THE N.E.C. OR C.E.C.
TO POURING DECK. _ TYPICAL . '
IN STYROFOAM OR OTHER j III -I I (-I 2. SWIMMING POOL LIGHTING FIXTURES SWILL COMPLY WITH
L - EXP. MATERIAL I I PLAN AT SKIMMER . APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS
FOOTING RECOMMENDED CONCRETE SHALL NOT TOUCH �II
VENTURA COUNTY 6' FOR EXPANSIVE SOILS. COPING OR BOND BEAM. FOR LIGHTING FIXTURES U.L STANDARD 676.
15" DEEP REQ
TOTAL HEIGHT - H
BUILDING CODE.
W -4'-O'
W -5'-O"
W 6'-0'
D
(FOR DETAILED INSTRUCTIONS, SEE
1000 #/FOOT MAA.
PER DTL. 8 RECOMMENDED
t
VERTICAL
STEEL
t VERTICAL
STEEL
2'0"
5lir'#3012
514'#3012 514"#3012
6»
510#3012
REINFORCEMENT INSTALLATION INSTRUCTIONS WATER SURFACE.
(REQ'D W/ EXPANSIVE SOILS)
514' "
51r
-
5,r
3'0"
5%"
514", "
AT THE BOTTOM OF THIS DETAIL) APPROX. 3" BELOW
COPING -11
5,r "
3'6"
51�" #3 06-
5'&p #3 0 6"
a Do
SECTION AT LIGHT
��' ".
5,t-
4'0'
4'O'
BOND BEAM.
514' "
5 �4"
#3 0 6"
5%" #3 0 6"
4'6'j6%
000
CL
6' #3 0 4"
6"
"
COPING
DRAIN
_
I III I
to
6 �, " '
NO R.B.B.
#3 04"
6" #3 04-
4"5'6'
5'6"
71,C n
7° -
64"1
I I I
o 0
6'0'
8" "
7 %"
7"
6"
7" "
6'6' 81i" #3 0 3"
7154" #3 0 3"
-
Z
7'0'
9"
B.
8"
VERTICAL
7'� #3 0 3"
7'6'
z
a
�� I- I
�
#3
8" "
BID-
X
"'
9' n
o
$
m
3
BASIC GRID I-
#3 BARS 0 12 O.C. BENCHES & STEPS o J
I
III -lid
11-11 =1 I
i i I
m
Phi E'
9"
04"
04"
•
03"
03"
m
NOT A PART OF
t .
w
6"
E i
1
7"
8"
6
C!,fl
o
I POOL STRUCTURE J^
DECK DRAINS
Kn
.1
VERTICAL
L
#3
#3
I
I=_
z
' r
RECOMMENDED. 5 1/2°
#4
#4
62.4 P.C.F.
STEEL
012
Ico I
06"
06"
°
5 -0
MIN.
03"
04"
03"
03"
1
L
PER TABLE
BOND BEAM
W
I
P
11
6,• N0. 1.
PER TABLE N0. 1
& DETAIL 12.
UNDER-
Q ��
>
`
.
O.C.
(EXPANSIVE .
SOIL)
w
WATER
�P�
ADD #3 0 12" LONGITUDINAL
15
't' SEE I I
LIGHT PER
0 TRANSITION FOR EXP. SOILS
TABLE
z
DETAIL #10.
'
N0. 5.
FLOOR - 6" THICK MIN. REINFORCED GUNITE W/
-11 ¢
SPO �^
STALLED PER MANUF CTURERS RECOMMENDATIONS AND IN
ACCORDANCE WITH LOCAL REGULATIONS.
5. 'POOLS SHALL BE EQUIPPED WTH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CAUFONIA
PLUMBING CODE SECTION 1210.1.
8. CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH &
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
STRUCTURAL NOTES
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED
AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL
THIS PLAN IS NOT SUITABLE MERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40
FOR 13 BARS AND 14 BARS SPLICES TD BE LAPPED 24'. -MIN. MINIMUM CLEARANCE
BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) 13 BARS, PATH THE
EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING
IS 14 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. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) OF
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CBC
SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28
DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS
OF WATER PER SACK OF CEMENT. .
WITH SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL
ENCLOSURE STANDARD PROCEDURE
CITY OF LOS ANGELES SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF LOS ANGELES.
11. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF 91.31B DIV II
AND P/BC 2001-14.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PSI.
COUNTY OF LOS ANGELES SPECIAL NOTES
IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND
HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN.
CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC)
VENTURA COUNTY SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN VENTURA COUNTY.
1. DECK TO BE REINFORCED WITH #3 BARS 0 24' O.C. EACH WAY.
A. DECK BONDING: WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR
NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH
THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH
THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH
AS POOL SUDES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22
2 15" DEEP PERIMETER FOOTING IS REQUIRED.
3. PERIMETER FOOTING MAY BE OMITTED MEN 6' WIDE DECK IS INSTALLED.
4. MINIMUM DECK WIDTH IS 4' UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT
PROPORTIONAL TO THE REDUCTION IN DECK WIDTH.
5. WIEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18" MINIMUM
Ed - <v DEPTH IS REWIRED.
�I ' I 11=11' #3 BARS 0 12" O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL SEE _ g�'p 7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CBC STD 19-1, ASTM 150.62. 6. JOINTS IN DECKS & COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
MAIN DRAIN(S) AT IOW POINT. (STEEL TABLE NO. 5. 'ly- 8. USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2% SULFATE CONTENT AND RESILIENT SEALANT.
BASKT IS NOT REQUIRED.) MAIN DRAIN PIPE I I AS DIRECTED BY LOCAL BUILDING CODES/ CBC. 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED &CONDUCTED THROUGH NON-EROSIVE
SHALL NOT ENCROACH INTO GUNITE SHELL REINFORCEMENT INSTALLATION INSTRUCTIONS � _ 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS
UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE 'D' OR 'H' 4 10. ALL INTERIOR SURFACES OF POOL PA SHALL BE COATED WITH A WATERPROOF SIUCA PLASTER. DEVICES TD A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA.
FOR DUAL MAIN DRAIN REQUIREMENT SEE B. WHEREVER EGRESS FROM A POOL IS RESTRICTED BY THE PRESENCE OF A VERTICAL WALL OR
SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL - o OTHER BARRIER WHICH EXTENDS MORE THAN 12' ABOVE THE WATER SURFACE AT THE POOL EDGE,
ELECTRICAL AND PLUMBING NOTE 8. BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED #3 BARS 0 12" O.C. OWNER
INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM 24" MIN. 1. KEEP SHOTCRETE (GUMITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. PERMANENT CONTINUOUS GRAB BARS HANDRAILS, RF OTHER APPROVED EQUIVALENT DEVICES
2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. SHALL BE INSTALLED WITHIN 12" OF THE WATER SURFACE SUCH DEVICES SHALL BE CAPABLE
LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED TRANSITION WALL TO FLOOR OF BEING SECURELY GRASPED, AND SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL STEEL AND THICKNESS 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). OF THE POOL, PER V.C.B.C. Gi.41 SECTION 41.26.
TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT 5--8- 9" & LARGER
BOND BEAM PER TABLE I I 2' 2' BOND BEAM PER PROVIDE ADEQUATE DRAINAGE BRICK T PRECAST
NO. 1 & DETAIL #12 BEHIND POOL WALL CONCRETE COPING. 3RD AND/OR LEVEL TOP OF GUNITE 4'-O° MIN. TABLE N0. 1 & NOTE:
� • DETAIL #12.. #3 BAR 0 24' O.C. , EXPANSION JOINT & 9 1/2° z 4TH BAR/
^""�"r� Wf GROUT &PLACE GROUT ALL CELLS SEALANT RE 'D. to 12' a }I�`\ LOCATION MAY BY THE USE OF THIS PLAN
115 FELT OR 4 MIL DECKING �- ELECTRICAL FOR EXPANSIVE SOILS. TO MATCH T VARY TO
SII (2) -C " r (4) #3 VISQUEEN ON TOP. 'J' Box. - 1 COPING a or THE USER ACKNOWLEDGES
BARS. O BARS z III II d _ "� II - I PER DETAIL 3 PROVIDE
R /2 E(�• UNDERSTANDS ALL THAT HE HAS DOFNTHE
5 1/2" a c 1- MIN COPING 8 MIN. ABOVE DECK, WATER - M o
X #3 BARS _I 0 #3 BARS z E ---UNE OR FLOOD UNE WHICH X Z L
#3 BARS a - N CUR. �� a o Z 1 (1) #3 ` _ �. BETWEEN
0 12' O.C. SPA LIGHT z o r 12' O.C. AROUND r J2' O.C. EVER IS GREATER. I m < BAR. DECKING. m f - I Q PARALLEL NOTES INCLUDED HEREIN. i
• EA. WAY. EA. WAY. HORIZ. STEEL I W m O - TiLE BARS I
EACH WAY. 3' ALL PIPES I- I r SKIMMER BARS 0 I I N C3 » = v
CUR.' �1- COVER. YY - II 1( II I III- 12° O.C. I `" ~ 6" BLOCK m - - BOND BEAM PER TABLE THIS PLAN IS THE
4 EQ. EQ. T -WATER WATER J JII I II : fm=1500 psi - T I No. 1. WORK OF THE ENGINEER AND
REINFORCING PER UNE UNE (3) #3 BARS \ ` - = W BOND BEAM a BARS12" D.C. SHALL NOT BE REPRODUCED,
g•
»
DETAIL #10. NOT . MIN 24 \\ JI I I z MAY BE 0 3 NIS <_ PLASTER COPIED OR OTHERWISE USED
REQUIRED IF 6' MIN. LAP BEND BOND \\� I I -I W +0' ALSO. Ih1=111I1=
CLEAR PROVIDED. 5° MIN. -4 BEAM UNDER �� aI oo z \ T -WATER VERTICAL i T"r 3p PRECAST COPING WITHOUT THEIR WRITTEN
AROUND AIL SKIMMER. / d UNE. STEEL W/ I BOND BEAMI 8' PERMISSION.
24" MIN. LAP Z� =.J VERT. STEEL 12° MlN. T PER TABLE OR BRICK
NOTE: - - INTO SPA III `�`� SEE TABLE EMBED. N0. 1 &
III- j d (2) #3 7 BARS I I- I I FIXTURE (2) #3 BARS _
PROVIDE (2) AN DRAINS. ONE LOCATED IN )� OR POOL #3 BARS II I 'v a - �. NO. 11. DTT.. 12• _ I(
SPA FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3' -_ 0 12"O•C• - N 5 COPPER t" ` \ LENS t 3" HORIZONTAL
ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY II EA. WAY. -III 1 SECTION AT SKIMMER GROUND WIRE - - I I � CUR' STEEL #3 BEND T � ROCK NOTE:
CODE SEE ELECTRICAL AND PLUMBING NOTE 8 L_ / ® INDICATES 44 MIN. TRANSI11ON WALL BARS 0 VERT. STEEL �� VENEER.
BOND BEAM HORIZONTAL BARS MAY
24" N.E.C. OR C.E.0 { \ BE OVER OR UNDER VERTICAL BARS.
SPA DETAILS MAY BE USED POOL MIN. APPROVED CONDUIT. TO FLOOR STEEL AND THICKNESS. 12" O.C. 45' OR 90'. L T "If
SPA DETAILS - 7 LAP TABLE NO. 11: BOND BEAM -�
FOR SPAS' WITHOUT POOLS. - (2) #3 5» RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE FPLASTER I ROCK
BARS EACH LIGHT.
CITY OF 4'-0" MIN. IMPERVIOUS DECK - - �- WAY AROUND MIN.
LOS ANGELES NICHE
6" MIN. APPROVED SEALANT 1 1 -_ _� �
DEEP REQUIft SLOPE 1/8"-1/.4" PER FOOT 1/2" MIN DEPTH '0_1
NOTE DRAIN - ° - NOTES
: -
0 1/2-3 EXPANSION JOINTS I (3) #3 BARS.
_ 1. INSTALL N0. 8 COPPER GROUND WERE FROM LIGHT NICHE
®( LI- REQUIRED IN DECO I)+I IO BRASS CONDUIT TO POOL REBAR, OR NON-MEFALUC
�, W to I SATURATION I 0 CORNERS. & .1I I a CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER
o WIRE INTERIOR W/ APPROVED POTTING COMPOUND
M o "' - RECOMMENDED PRIOR REMAINDER OF JOINT I -I I _ 3' CUR. M 5" MIN. PER THE N.E.C. OR C.E.C.
TO POURING DECK. _ TYPICAL . '
IN STYROFOAM OR OTHER j III -I I (-I 2. SWIMMING POOL LIGHTING FIXTURES SWILL COMPLY WITH
L - EXP. MATERIAL I I PLAN AT SKIMMER . APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS
FOOTING RECOMMENDED CONCRETE SHALL NOT TOUCH �II
VENTURA COUNTY 6' FOR EXPANSIVE SOILS. COPING OR BOND BEAM. FOR LIGHTING FIXTURES U.L STANDARD 676.
15" DEEP REQ
TOTAL HEIGHT - H
W=3'-0'
W -4'-O'
W -5'-O"
W 6'-0'
D
t VERTICAL
STEEL
t VERTICAL
STEEL
t
VERTICAL
STEEL
t VERTICAL
STEEL
2'0"
5lir'#3012
514'#3012 514"#3012
6»
510#3012
2'6"
5%"
514' "
51r
-
5,r
3'0"
5%"
514", "
5'4"
DETAILS
5,r "
3'6"
51�" #3 06-
5'&p #3 0 6"
5,r
SECTION AT LIGHT
��' ".
5,t-
4'0'
4'O'
6" "
514' "
5 �4"
#3 0 6"
5%" #3 0 6"
4'6'j6%
-j#3 04-
6' #3 0 4"
6"
"
6" "
5'0°
7"
6 �, " '
6"-
#3 04"
6" #3 04-
4"5'6'
5'6"
71,C n
7° -
64"1
°
6 t4" n
6'0'
8" "
7 %"
7"
6"
7" "
6'6' 81i" #3 0 3"
7154" #3 0 3"
7%" #3 0 3"
7%" "
7'0'
9"
B.
8"
VERTICAL
7'� #3 0 3"
7'6'
9"
814' "
$'
#3
8" "
BID-
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9' n
8 ��-
•
Sp
8'6'
9 ��
9"
04"
04"
03"
STALLED PER MANUF CTURERS RECOMMENDATIONS AND IN
ACCORDANCE WITH LOCAL REGULATIONS.
5. 'POOLS SHALL BE EQUIPPED WTH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE CAUFONIA
PLUMBING CODE SECTION 1210.1.
8. CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH &
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
STRUCTURAL NOTES
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED
AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL
THIS PLAN IS NOT SUITABLE MERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40
FOR 13 BARS AND 14 BARS SPLICES TD BE LAPPED 24'. -MIN. MINIMUM CLEARANCE
BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) 13 BARS, PATH THE
EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING
IS 14 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. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) OF
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CBC
SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28
DAYS, AND CONSIST OF 1 PART PORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS
OF WATER PER SACK OF CEMENT. .
WITH SAN BERNADINO COUNTY CODE SECTION 63.123, SEE ATTACHED COPY OF SWIMMING POOL
ENCLOSURE STANDARD PROCEDURE
CITY OF LOS ANGELES SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF LOS ANGELES.
11. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF 91.31B DIV II
AND P/BC 2001-14.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRETE OR GUNITE SHALL BE 2500 PSI.
COUNTY OF LOS ANGELES SPECIAL NOTES
IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND
HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS PLAN.
CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE (LACBC)
VENTURA COUNTY SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN VENTURA COUNTY.
1. DECK TO BE REINFORCED WITH #3 BARS 0 24' O.C. EACH WAY.
A. DECK BONDING: WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR
NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH
THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH
THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES, SUCH
AS POOL SUDES, DIVING BOARD & SPRING BOARDS, IN ACCORDANCE WITH NEC SEC. 680-22
2 15" DEEP PERIMETER FOOTING IS REQUIRED.
3. PERIMETER FOOTING MAY BE OMITTED MEN 6' WIDE DECK IS INSTALLED.
4. MINIMUM DECK WIDTH IS 4' UNLESS PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT
PROPORTIONAL TO THE REDUCTION IN DECK WIDTH.
5. WIEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18" MINIMUM
Ed - <v DEPTH IS REWIRED.
�I ' I 11=11' #3 BARS 0 12" O.C. EACH DIRECTION. TYPICAL VERTICAL STEEL SEE _ g�'p 7. CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CBC STD 19-1, ASTM 150.62. 6. JOINTS IN DECKS & COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
MAIN DRAIN(S) AT IOW POINT. (STEEL TABLE NO. 5. 'ly- 8. USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2% SULFATE CONTENT AND RESILIENT SEALANT.
BASKT IS NOT REQUIRED.) MAIN DRAIN PIPE I I AS DIRECTED BY LOCAL BUILDING CODES/ CBC. 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED &CONDUCTED THROUGH NON-EROSIVE
SHALL NOT ENCROACH INTO GUNITE SHELL REINFORCEMENT INSTALLATION INSTRUCTIONS � _ 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS
UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE 'D' OR 'H' 4 10. ALL INTERIOR SURFACES OF POOL PA SHALL BE COATED WITH A WATERPROOF SIUCA PLASTER. DEVICES TD A STREET, STORM DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA.
FOR DUAL MAIN DRAIN REQUIREMENT SEE B. WHEREVER EGRESS FROM A POOL IS RESTRICTED BY THE PRESENCE OF A VERTICAL WALL OR
SOIL DISTANCE DOWNWARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL STEEL - o OTHER BARRIER WHICH EXTENDS MORE THAN 12' ABOVE THE WATER SURFACE AT THE POOL EDGE,
ELECTRICAL AND PLUMBING NOTE 8. BARS ARE ADDED TO THE BASIC GRID TO PROVIDE THE REINFORCEMENT SPECIFIED #3 BARS 0 12" O.C. OWNER
INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT EXTENDS ONLY DOWNWARD FROM 24" MIN. 1. KEEP SHOTCRETE (GUMITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. PERMANENT CONTINUOUS GRAB BARS HANDRAILS, RF OTHER APPROVED EQUIVALENT DEVICES
2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. SHALL BE INSTALLED WITHIN 12" OF THE WATER SURFACE SUCH DEVICES SHALL BE CAPABLE
LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. THAT POINT. IT IS AN INCORRECT INTERPRETATION THAT THE ADDED TRANSITION WALL TO FLOOR OF BEING SECURELY GRASPED, AND SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL STEEL AND THICKNESS 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). OF THE POOL, PER V.C.B.C. Gi.41 SECTION 41.26.
TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT 5--8- 9" & LARGER
BOND BEAM PER TABLE I I 2' 2' BOND BEAM PER PROVIDE ADEQUATE DRAINAGE BRICK T PRECAST
NO. 1 & DETAIL #12 BEHIND POOL WALL CONCRETE COPING. 3RD AND/OR LEVEL TOP OF GUNITE 4'-O° MIN. TABLE N0. 1 & NOTE:
� • DETAIL #12.. #3 BAR 0 24' O.C. , EXPANSION JOINT & 9 1/2° z 4TH BAR/
^""�"r� Wf GROUT &PLACE GROUT ALL CELLS SEALANT RE 'D. to 12' a }I�`\ LOCATION MAY BY THE USE OF THIS PLAN
115 FELT OR 4 MIL DECKING �- ELECTRICAL FOR EXPANSIVE SOILS. TO MATCH T VARY TO
SII (2) -C " r (4) #3 VISQUEEN ON TOP. 'J' Box. - 1 COPING a or THE USER ACKNOWLEDGES
BARS. O BARS z III II d _ "� II - I PER DETAIL 3 PROVIDE
R /2 E(�• UNDERSTANDS ALL THAT HE HAS DOFNTHE
5 1/2" a c 1- MIN COPING 8 MIN. ABOVE DECK, WATER - M o
X #3 BARS _I 0 #3 BARS z E ---UNE OR FLOOD UNE WHICH X Z L
#3 BARS a - N CUR. �� a o Z 1 (1) #3 ` _ �. BETWEEN
0 12' O.C. SPA LIGHT z o r 12' O.C. AROUND r J2' O.C. EVER IS GREATER. I m < BAR. DECKING. m f - I Q PARALLEL NOTES INCLUDED HEREIN. i
• EA. WAY. EA. WAY. HORIZ. STEEL I W m O - TiLE BARS I
EACH WAY. 3' ALL PIPES I- I r SKIMMER BARS 0 I I N C3 » = v
CUR.' �1- COVER. YY - II 1( II I III- 12° O.C. I `" ~ 6" BLOCK m - - BOND BEAM PER TABLE THIS PLAN IS THE
4 EQ. EQ. T -WATER WATER J JII I II : fm=1500 psi - T I No. 1. WORK OF THE ENGINEER AND
REINFORCING PER UNE UNE (3) #3 BARS \ ` - = W BOND BEAM a BARS12" D.C. SHALL NOT BE REPRODUCED,
g•
»
DETAIL #10. NOT . MIN 24 \\ JI I I z MAY BE 0 3 NIS <_ PLASTER COPIED OR OTHERWISE USED
REQUIRED IF 6' MIN. LAP BEND BOND \\� I I -I W +0' ALSO. Ih1=111I1=
CLEAR PROVIDED. 5° MIN. -4 BEAM UNDER �� aI oo z \ T -WATER VERTICAL i T"r 3p PRECAST COPING WITHOUT THEIR WRITTEN
AROUND AIL SKIMMER. / d UNE. STEEL W/ I BOND BEAMI 8' PERMISSION.
24" MIN. LAP Z� =.J VERT. STEEL 12° MlN. T PER TABLE OR BRICK
NOTE: - - INTO SPA III `�`� SEE TABLE EMBED. N0. 1 &
III- j d (2) #3 7 BARS I I- I I FIXTURE (2) #3 BARS _
PROVIDE (2) AN DRAINS. ONE LOCATED IN )� OR POOL #3 BARS II I 'v a - �. NO. 11. DTT.. 12• _ I(
SPA FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3' -_ 0 12"O•C• - N 5 COPPER t" ` \ LENS t 3" HORIZONTAL
ABOVE SPA FLOOR, PER CALIFORNIA HEALTH & SAFETY II EA. WAY. -III 1 SECTION AT SKIMMER GROUND WIRE - - I I � CUR' STEEL #3 BEND T � ROCK NOTE:
CODE SEE ELECTRICAL AND PLUMBING NOTE 8 L_ / ® INDICATES 44 MIN. TRANSI11ON WALL BARS 0 VERT. STEEL �� VENEER.
BOND BEAM HORIZONTAL BARS MAY
24" N.E.C. OR C.E.0 { \ BE OVER OR UNDER VERTICAL BARS.
SPA DETAILS MAY BE USED POOL MIN. APPROVED CONDUIT. TO FLOOR STEEL AND THICKNESS. 12" O.C. 45' OR 90'. L T "If
SPA DETAILS - 7 LAP TABLE NO. 11: BOND BEAM -�
FOR SPAS' WITHOUT POOLS. - (2) #3 5» RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D) + HEIGHT OF RAISED BOND BEAM. PER TABLE FPLASTER I ROCK
BARS EACH LIGHT.
CITY OF 4'-0" MIN. IMPERVIOUS DECK - - �- WAY AROUND MIN.
LOS ANGELES NICHE
6" MIN. APPROVED SEALANT 1 1 -_ _� �
DEEP REQUIft SLOPE 1/8"-1/.4" PER FOOT 1/2" MIN DEPTH '0_1
NOTE DRAIN - ° - NOTES
: -
0 1/2-3 EXPANSION JOINTS I (3) #3 BARS.
_ 1. INSTALL N0. 8 COPPER GROUND WERE FROM LIGHT NICHE
®( LI- REQUIRED IN DECO I)+I IO BRASS CONDUIT TO POOL REBAR, OR NON-MEFALUC
�, W to I SATURATION I 0 CORNERS. & .1I I a CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER
o WIRE INTERIOR W/ APPROVED POTTING COMPOUND
M o "' - RECOMMENDED PRIOR REMAINDER OF JOINT I -I I _ 3' CUR. M 5" MIN. PER THE N.E.C. OR C.E.C.
TO POURING DECK. _ TYPICAL . '
IN STYROFOAM OR OTHER j III -I I (-I 2. SWIMMING POOL LIGHTING FIXTURES SWILL COMPLY WITH
L - EXP. MATERIAL I I PLAN AT SKIMMER . APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS
FOOTING RECOMMENDED CONCRETE SHALL NOT TOUCH �II
VENTURA COUNTY 6' FOR EXPANSIVE SOILS. COPING OR BOND BEAM. FOR LIGHTING FIXTURES U.L STANDARD 676.
15" DEEP REQ
TOTAL HEIGHT - H
2'
3'
4'
5' 1
6'
7' 1
8'
9'
10'
11'
NON-�IXLANSNE
{
512"
6»
6"
6"
6''
8'
91/"
11"
12"
12"
EXPANSIVE SOIL
DETAILS
SOILS WHERE MIN DECK
IREQMTSIN ANARE
DECK SM
SEE S SEC
SKIMMER DETAIL
9
SECTION AT LIGHT
10
RAISED BOND BEAM
E.F.P. =
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#3
#3
#3
30 P.C.F.
STEEL
012"
012"
2
06"
06"
06"
06"
06"
06",@6"
TOARON DD LJLACH
MODEM
�OIL
EXPS
t
5%"
6"
6'
7"
8"
9"
10"
01
11I
111
E.F.P. =
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#3
#3
#3
45 P.C.F.
STEL
012"
012"
2
06"
04"
04"
03"
03"
03"
03"
HIGHLYOR NO DECK
t .
5',�"
6"
6"
7"
8"
9"
C!,fl
11
12»
12
E.F.P. =
VERTICAL
#3
#3
#3
#3
#3
#3
#3
#4
#4
#4
62.4 P.C.F.
STEEL
012
012"
06"
06"
04"
03"
03"
04"
03"
03"
No. 1. BRICK NOTCH A 2
ALLOW 200016. MAX LIVE & DEAD 6 6 M
OPTIONAL WOOD POST FOR EX , 6 -07
ATTACHED PATIO STRUCTURE
ORT D ROCKON BOND BEAM. &
GALV. SIMPSONPOST BASE.'����O
BOND PER ELECTRICAL BEAM.
& PLUMBING NOTE 2
MASTIC PLAN VAUD ONLY WITH WET,
3 1/2' MIN.II u CANTILEVER STAMP & ENGINEER'S SIGNATURE
CONCRETE DECKING. ° <--TILE IN IN RED INK ON PLAN.
AUTHORIZ S A
ED IGN TURES.
RONALD L LACHER, P.E.
EXPANSIVE SOIL
DETAILS
SOILS WHERE MIN DECK
IREQMTSIN ANARE
DECK SM
SEE S SEC
SKIMMER DETAIL
9
SECTION AT LIGHT
10
RAISED BOND BEAM
k1lBOND
BEAM
DETAILS
12
R"'PpE'
NOT MET USE DET.
12.
IN TEESIVE
F'ORIDECK
REQMTSkillN
TOARON DD LJLACH
STANDARD PLAN APPROVALS:
CITY OF LOS ANGELES: #268 i
SAN BERNARDINO:
ORANGE COUNTY:
#04-00042-225A-01 KERN COUNTY: #213
#SP -97-001 CITY OF FRESNO: P-00-01 REQS. SUPPLEMENTAL NOTES
4
STANDARD D/'�RD �OO L
pool Ron Lacher, R.C.E. '
1201 N. Tustin Ave. '
_
ellgltle@I111g
CITY OF ONTARIO:
APPROVED FOR 97 UBC
RIVERSIDE COUNTY:
#342375 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES
Anaheim, California 92807
SAN DIEGO:
SIMI VALLEY:
MP #92
SP1 REQS SIMI VALLEY
LOS ANGELES COUNTY:
#26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE
STRU CTU RAL P LAi�
Inc. Fax: (714) 630-6114
NOTES ATTACHMENT
VENTURA COUNTY:
#6-99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTS
SANTA CLARITA:
#306 REQ'S SUPPLEMENTAL NOTES
CITY OF BEVERLY HILLS:
#13 CONSTRUCTION TO BE PER 2001 C.B.0 AND BEVERLY HILLS MUNICIPAL CODE ARTICLE 6
Phone: (714) 630-6103
3-#4 BARS IN BEAM @ 10.
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100,
Leach Lines
100,
100, &SETBACK TO POOL
PLMNIN DIVISION - BUILDING RAN APPROVAL
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