06-3257 (RPL)IN VENTURA COUNTY ALL
DECKING MUST BE INSTALLED
APPROVED SEALANT RECOMMENDED (PER DETAIL #8).
IN ACCORDANCE W/ DTL..;RL
REQUIRED. W/ EXPANSIVE SOIL
SLOPE DECKING 1/8"
COPING
TO 1/4° PER FOOT.
`.
BOND BEAM SEE TABLE NO. I
AWAY FROM POOL
7
& DETAIL 12.
DRAIN
�- 1G
-
m
o
oX
m�ALLOWABLE
CONDITION
MIN.
n
FS
N
O
G V/
N
JC
�
Z SOIL
f
I
UNDISTURBED
1000 ESE MIN.
BEARING VALUE.7L -
m
T TO BE
CHANGED
All
.
UNIFORMLY. -
-
SEE TABLE
NO. L
�� I I
SEE
NON -EXPANSIVE
EXPANSIVE
TABLE.
SOIL
SOIL
NO. 1
EQUIVALENT
EQUIVALENT
FLUID PRESSURE
FLUID PRESSURE
= 30 P.C.F.
= 45 P.C.F.
SEE DTL #1
(l l
(1 Y
BOND
BEAMS
m
`�
BARSS..
4
#3
BARS
VERTICAL
t
VERTICAL
D
R
t
STEEL
STEEL
3'0"
1'-C"
51{"
#3 0 12"
5V
#3 0 12"
3'6"
V-O"
5,2
St�^
40"
1'-0"
5'/z"
„
5'%"
,.
4,6„
1,-0"
5'/"
5%"
#3 ®.6"
5'0"
1' 6"
6"
"
6"
"
5'6"
2' 0"
6"
#3 0 6".
6'1z_
6'0"
2'-6"
6"
7'.t
6'6"
3'-0"
6"
8"
7'0"
S-6"
6"
6'%"
"
9"
L76"4'-0"
4'_6"
:',!:"9"L
5, 0"
61!
12" GENERAL NOTES GLAZING IN :HAZARDOUS LOCATIONS
(6) BAR BOND BEAM REQUIRED (6) #4 BARS ID ' 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 LATEST ADOPTED
FOR THE CITY OF LOS BOND. BEAM. FINISH BOND BEAM W/ (4) #3. SHOWING POOL & OR SPA' SHAPE, DEPTH AND DISTANCE TO PROPERTY ONE,' SLOPES AND EDITION OF THE CBC SECTION 2406.4, ITEM. 9 INCLUDING LOCALLY ADOPTED AMENDMENTS.
ANGELES ONLY. I= P GRADE:: BARS PER TABLE NO. 1 & STRUCTURES. IN THE CITY OF LOS ANGELES, THE POOL LOCATION SHALL COMPLY WITH THE 1. GLAZING IN WALLS. AND FENCES USED AS A BARRIER STALL BE SAFETY GLAZING WHEN ALL
DETAIL #12. CITY OF LOS ANGELES ZONING CODE IN
:SAN BERNARDINO COUNTY POOL APPROVED FOR OF THE FOLLOWING CONDITIONS ARE PRESENT:
PRIVATE USE ONLY, A SOILS REPORT MAY BE REWIRED IN EXPANSIVE SOIL AREAS AND THE A THE BOTTOM EDGE. OF THE GLAZING IS LESS THAN 60° ABOVE THE POOL SIDE. OF THE GLAZING.
#3 BARS BENT - POOL LOCATION STALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE : B THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA
048 O.C. = BARS -�= `O .O. 2. REPRESENTATIVIS OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE RELYMG
E ADEQUACY OF TENUOUS. OTCR ETE INSPECTION
PROVIDED BY E CONTRACTOR OR OWNER TO DETERMINE 1H CON SH
#3 T ON INFORMATION QN PROM THE CONDITIONS. S1E
STRUCTURAL PLAN FOR ACTUAL SITE CORD
POOL STIR INSPECTED BY A SPECIAL
T DARE CEMENT SHALL BE INS E
3" CLR:. SEE TABLE N0. 2 a LINE. CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE INSPIRE OR IN D) ALL PNEUMATIC CONCRETE PTA
ti RESPONSIBIUTY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING. INC. AND INSPECTOR IN CONFORMANCE WITH UBC CBC SECTION 1ATI WHO SHALL SUBMIT A STATEMENT
COPING NOTE: -COMPACTED 2 1/2' as OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL INDICATING COMPLIANCE WITH THE P SAND SPECIFICATIONS- THE FOLLOWING AGENCIES AMONG
BOND BEAM HORIZ. BARS FILL 1 CLR. ¢ N r DETAILS ARE VALID ONLY FOR STATED EWIVALE4T FLUN PRESSURES'AND POOL ENGINEERING OTHERS REQUIRE CONTINUOUS INSPECTION:
BEND BEAM .PER TABLE .MAY BE OVER OR UNDER `t-S' o rn INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. A. CITY OF LOS ANGELES. INSPECTOR MUST BE APPROVED BY THE DEPARTMENT W BUILDING &
POSITIVE NO. 1 (EXPANSIVE SOIL) S \9!( p `r w .� 3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS MEN THE FOLLOWING SAFETY, PER RCA 14-67.
POST VERTICAL BAR
DRAINAGE & DETAIL #12., \O!y j 1 U CONDITIONS APPLY (PER LATEST ADOPTED EDITION OF THE CDC SECTION 1806.5.2 THROUGH B. COUNTY OF VENTIIRA
\` in 3L m P 1806.5.4. IN VENTURA, LOS ANGELES COUNTIES, V MIN. IS 11/2' & 'X MIN. IS 2 1/2 ). C. THE CITIES OF: BEVERLY. HILLS, COSTA MESA, CULVE R'CITY, CYPRESS, FULLERTON, HERMOSA BEACH,
--' TABLE EXPANSIVE x �4. O Q m IRNNE; NEWPORT BEACH, LA HABRA, LA PALM0. LAGUNA{HILLS, LAKE ELSNORE, LONG BEACH,
I I �- NO. 2 SOIL �nq. 6 �\N Q.m x .SPECIAL DETAIL REQUIRED WHEN LOS AIAMITOS, MISSION MEJO, NORCO, SEAL BEACH, STANTON, TUSI N. ALLA PARK & WESTMINSTER..
'D' IS LESS THAN POW DEPTH D IN THE CITY OF SAN DIEGO PNEUMATIC CONCRETE WORK NOT FULLY SUPPORTED ON
TI
N
-1llT
pC5
xa
� 3
I ITf��I I I
I�
EQUIV. FLUID
MIN.
PRESSURE
m
='62.4 P.C.F.
MAXIMUM.I
2
l
't'
QJ5 0�
SEE
TABLE
N0.2 III
t
VERTICAL
['0
8
N7-
6'0"
T6"
8'0"
8'6"
ION
LL
OR H/4 (7:5' MAX. H/4) -SPECIAL DETAIL EAR MAY REWIRE CONTINUOUS INSPECTION AND VISUAL EXAMINATION FOR STRUCTURAL
REWIRED MEN 'A' TTIH1
SOUNtlNESS OF IN PLACE PNEUMATIC CONCRETE.
CAq
TOE OF SLOPE IS LESS THAN i�
TOP of TITLE ?24
'A' SOPS MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT:
ANSI STANDARD),
x 1. SYSTEM IS CERTIFIED WITH 78% THERMAL EFFICIENCY (PER LATEST ADOPTED
OPERATING INSTRUCTIONS ON ENERGY
READILY ACCESSIBLE ON -OFF SWITCH, WEATHERPROOF
EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT UGHT.
2 SYSTEM IS INSTALLED WITH: A AT LEAST 36° PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLARHEATING:.
B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA -
RCULATION PUMP TIME SWITCH
� 3. POOLDIRECTIONAL INSETS &.AgTO PERMIT OFF
EN'Q'
SPECIAL DETAIL REQUIRED MEN- _ PE A OPERATION.
S LESS THAN H/fi (20 MAT) FENCING AND BARRIERS
#3 0 6" O.C.
4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPUCABLE TO NON -
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
VERTICAL STEEL 4'-0"
DECKING AND POOL GEOMETRICS FENCING & GATES WITH NO OPENINGS GREATER THAN 4•. GATES TO BE SELF -CLOSING &
EEP & BELOW.
Nj _
5. DECKING CONSTRUCTION IS: SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. WHERE THIS VARIES FROM LOCAL CODES. THE
LOCAL CODES SHALL PREVAIL
-1I ORIZONTAL STEEL #3 � III=I DEMONSTRATE A SYSTEM THAT WILL RESIST .HEAANO DUE TO SOIL DPANS 2WHEN REQUIRED BY THE BUILDING OFFICIAL BARRIERS STALL COMPLY WITH THE LATEST ADOPTED
5 THE UNIFORM N ADOPTED EDITION OF
I III IE PLY PATH THE LATEST
I
6. ALL CONSTRUCTION SHAIICOM
TSARS � 12" O.C. TYPICAL: -TIE= BUILDING CODE/CBC AND LOCAL ORDINANCES. EDITION OF THE CBC SECTION 421, APPENDIX CHAPTER 4 INCLUDING LOCALLY ADOPTED AMENDMENTS.
-III p 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC A IN THE CITY OF LOS ANGELES. PROTECTIVE BARRIERS ARE REWIRED IN CONFORMANCE WITH
VERTICAL STEEL
. TABLE NO. 1.
=III -_
� k
%o 24° MIN. I1�
NOTE:
VERTICAL STEEL
-„ SEE TABLE NO. 2
`JP 24" MIN..
NQTE:
EXTRA REINFORCING TO EXTEND 24' MIN. EACH SIDE OF RAMP..
STANDARDS AND/OR LOCAL CODES.
8. SIGNS &SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
THE LEIS ANGELES CITY BUILDING CODE SECTION 91.6103(A).
B. IN THE COUNTY W LEIS ANGDFS, BARRIERS REWIRED BY CHAPTER 11.50 OF THE LDS
ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REOUMM
HORIZONTAL STEEL
#3 BARS ®12° O.C.
TRANSITION W
T0. FLOOR STEEL AND THICKNESS. :
BOND BEAM HORIZONTAL BARS MAY.
BE OVER OR UNDER VERTICAL BARS.
HORIZONTAL STEEL - '--
%o TRANSITION WALL
#3 BARS 012" O.C.
TO FLOCK. STEEL AND THICKNESS.
ASSISTIVE DEVICES FOR THE DISABLED.
10-CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE
.
INETH BARRIER RE VENTURA, SHALL BE ATTACHED A THE SWIMMING POOL SITE PLANWITH
C. COUNTY OF VENTURA, PROTECTIVE BARRIERS ARE REWIRED IN CONFORMANCE
TYPICAL INCLUDING ALL. SPECIAL DETAILS.
ELECTRICAL AND PLUMBING .
VTBM711RA COUNTY BUILDING CODE (1998) ARTICLE 3, CHAPTER 41, SECTION 47.6.
VE 1`I C
WITH
D. IN THE CITY OF SAN DIEGO, PROTECTIVE BARRIERS ARE REWIRED IN CONFORMANCE WITH' THE
_
'-
1
y SECTION �/ �y N
NO DECK SECTION. •-. EXPANSIVE SOIL (62.4 PCP)
�H ALLOW/®E EP. EN D RAMP
3
1. ALL EEECTRICAL SHALL BE IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OU THE
ELECTRICAL CODE SECTION 680.
PPF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS IN DIVISION B4. ALL DOORS
ACCESS FROM TITS HONE. TO TITE.SWIMMING POOL SHALL DE EQUIPPED
[� WALL SECTION
STANDARD
OR HIGHLY EXPANSIVE SOIL EXPANSION INDEX UP TO 130
CAUFORMA
2. ANY METAL WITHIN 5' OF POOL EDGE MUST BE BONDED PER THE LATEST ADOPTED EDITION
PROVIDING DIRECT
PRO
WITH EAT ALARM AND A SELF CLOSING, SELF -LATCHING DEVICE WITH A RELEASE
TYPICAL REBAR' INSTALLATION
DIAGRAM
W {3'-0° MIN.)
--�
2 STORY WOOD C
EQUIVALENT FLUID PRESSURE
E
ABLE NO. �J = 455 P.C.F
of THE CALIFORNIA ELECTRICAL CODE
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POW BUILDING PERMIT.
4 ALLEgUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN
MECH NISI PLACED A LOWER THAN 54' ABOVE THE FLOOARER..
REWIRED IN CONFORMANCE
PROTECTIVE 23, SEE ATTACHED
E. IN. TH COUNTY DI SAN COUNTY
BERNADINO COUNTY CWE BECKON 63123.SEE ATTACHED COPY OF SWIMMING POOL
CODE
DECKING. MINIMUM
WIDTH PER LOCAL
INCLUDING ALL POOL ENGINEERING, INC. DETA ILS
FRAME BUILDING
TNT &SEALANT
EXP. JOINT
100 0 OOT MAX.
#/F '8
BUILDING
CODE
( FO R DETAILED INSTRUCTIONS, SEE
WATER SURFACE
RECOMMENDED
PER DTL. RECOMMEND
EXPANSIVE SOILS
( REQ 'D W EXPA VE
)
IIIr
W
REINFORCEMENT INSTALLATION INSTRUCTIONS
REIN
APPROX. 3 BELOW
COPING
"
AT THE BOTTOM OF THIS DETAIL)
J
BIX4D. BEAM:
�3
COPING.
DRAIN
- -
7 �lh
o
3
._
C O
JR.B.B.
������
IL�LI
'II-
11�JI
m
(-IH1II
BASIC GRID
III II 'IT711
J
a
a
122
m
#3 BARS 0 12" O.C. BENCHES & STEPS I J
NOT A PART OF �T- -
Ii
c
N
cl m
-
w
O
POOL STRUCTURE
[-
DECK DRAINS
RECOMMENDED: 5 1/2°
L.
I
:I
: z
I
m
"s.LL
0°:.MIN.
PER TABLE
BOND BEAM
N0. L.
PER TABLE N0. 1
a
F,
Q
O 3
<
m
&DETAIL 12.
(EXPANSIVE III
'UNDER-
@`�
ADD #3 012° O.C. LONGITUDINAL
SOIL)'. III •'
't' SEE -
O
.WATER
LIGHT PER
P
�`
,.
5'O ® TRANSITION FOR EXP. . SOILS.
t
TABLE
-. �.
DtTAII #T 0.
-. .
_
° ..•
N0.. 5. ill
of v
J P@
_
W=3' b"
-
W-q• p°
W=5 0'
W®6'-0°
D
't
VERTICAL
STEEL
t
VERTICAL
STEEL
t
VERTICAL
STEEL
t
VERTICAL.
STEEL
2'0"
15'/z"
#3 0 12
5'1S
#3 0. 12
5
#3 0 12
5.'1
#3 0. 12
2'6'
51
61
5'1S'
"
5 1�^
3'6"
5'S"
#3 0 6"
5',z�
#3 ® 6"
5',YP"
5 t�^
5'
#3. 0 6"
5'iz
#3 0 6".
4'6"
'61C,
#3 0 e
6"
#3 0 4"
6"
"
6•
51
7"
6'/'
6".
#3 0 4"
6"
#3 0.4"
6 C
7"
7"
^
7
6'6"
8'{4"
#3 0 3"
71, '
#3 0 3"
7'14"
#3 0 3".
7'%"
'
7'0"
9^
8"
8°
71%"
#3 0 3".
7.61
9..
8t�^.
B.
g^
B'6"
19.1'4"
"
9"
6114"
"
8"
CAL REGULATIONS
ACCORDANCE WITH LOCAL
WITH SAN
ENCLOSURE STANDARD PROCEDURE.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.....
CITY OF LOSE ANGELES SPECIAL NOTES
7, GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION OF THE GATT.
THESE NOTES ARE ONLY APPUCABLE 94 THE CITY OF LOS ANGELES
PLUMBING CODE SECTION 1210.1.
f. DESIGN AND CONSTRUCTION MUST CONFORM WITH THE REQUIREMENTS OF 91 316 DIVA
8. CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CADFORNIA HEALTH &
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
ANDP/BC 2001-14. '
2 MINIMUM CONCRETE COMPRESSIVE STRENGTH FOR SHOTCRLIE. OR GUNITE SHALL BE 2500 PSI.
STRUCTURAL NOTES
COUNTY OF LOS ANGELES SPECIAL NOTES
' MINIMUM REARING VALUE OF WONT PSE APPROVED 9G% SHALL BE PLACED
1. SOIL SHALL HAVE A
cl1T SOIL OR BUILDING DEPARTMENT APPROVED
MOVER FILL
AGAINST UNDI_
1N THE COUNTY OF LOSE ANGELES THE DEPARTMENT OF PUBUC WORKS, BUILDING &
AND
BARRIERS. FOR SWIMMING POOL THIS
DEVELOPMENT DIVISION S ALL BE ATTACHED
HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THIS
HOT TUBS FOR
EN11AL MOVEMENT FROM
HOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL
THIS PUN IS L. SUITABLE
DISSIMILAR SOH, CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS.
CONSTRUCTION BE PER L OS ANGELES COUNTY BUILDING. CODE (UCBC)
'l
2 ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM ADIS GRADE 40
VENTURA COUNTY SPECIAL .NOTES
FOR #3 BARS AND #4 BARS SPLICES TO BE LAPPED 24"MIN. MINIMUM CLEARANCE
,.
BETWEEN. PARAd F1 BARS IS 2 1/2°.
3. BAR IS EQUIVALENT TO AND MAY BE USED IN PUCE OF (2) #3 BARS, WITH THE
THESE NOTES ARE ONLY APPLICABLE IN VENTURA COUNTY.
1. DECK TO BE REINFORCED WITH 13 BARS 0 24° D.C. EACH WAY.
EXCEPTION THAT IF #4BARS ARE USED FOR THE BASK: GRID, THE MAXIMUM SPACING
EXCEP
A. DECK BONDING: WHEN DECKS ARE TO BE INSTALLED, WHETHER STRUCTURALLY REQUIRED OR
THE REINFORCING INSTALLED THEREIN SHAD. BE ELECTRICALLY BONDED TOGETHER WITH
IS #4. BARS AT 18" O.G.
4. THE PUN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT: FOR CONVENIENCE OF
NOT,
THE POOL SHELL REINFORCING & METAL PARTS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH
THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT
THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS METAL ACCESSORIES; SUCH
ASPOOL SUDES, DIMNG BOARD & SPRING BOARDS, IN. ACCORDANCE 1WTH NEC SEC. 680-22.
IN THE POOL STRUCTURE
5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE) OF
.
2: tY DEEP PERIMETER FOOTING IS REWIRED.
THE STRUCTURAL REINFORCING MUST BE. INSTALLED PRIOR TO PLACEMENT OF CONCRETE
3, PERIMETER FOOTING MAY BE OMITTED WHEN 6' WIDE DECK IS INSTALLED.
6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE NTH THE. LATEST EDITION OF THE GBC
4. MINIMUM DECK WIDTH IS -4' UNLESS -PERIMETER FOOTING DEPTH IS INCREASED BY THE AMOUNT
- -
SECTION 1924 & SHALL HAVE A MINIMUM COMPRESSi c STRENGTH OF 2000 PSI AT 28
DAYS, AND CONSIST OF I PAAREITIT ORTLAND CEMENT TO 4-1/2 PARTS SAND & 3 GALLONS
/
AL i0 THE -IN DECK b'riflT,i:._. : -
5. WHEN DECK SUB -GRADE SOIL HAS AN EXPANSION INDEX > 91 SATURATION TO 18• MINIMUM
WHEN
'
OF WATER PER SACK OF
7 CEMENT SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CBC STD 19-1, ASTM 150.62
IS R
D REQUIRED.
6 JOINTS IN DOCKS & COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED PERMANENT
O =III- I' FLOOR - 6' THICK MIN. REINFORCED GUNITE WJ �- °- �40 Q.� _ 8. SHOTCRETE/GDNITE IN -CONTACT WITH SOIL SNALL BE IN:: ACCORDANCE WITH C:B.C. TABLE RESIUENT LINT.
'. 1-3(- #3 BARS 0 12" D.C. EACH DIRECTION. TYPICAL VERTIOSIVE
CAL STEEL. SEE II SFA
v_o --- -- ` - -- TABLE N0. 5. I -I _ 19-A-4 FOR CONCRETE EXPOSURE TO SULFATE: 7. SURFACE WATER FROM POOL DECKS SHALL BE COLLECTED &CONDUCTED THROUGHDISPOSAL
NON -AREA.
R MAIN DRAIN(S) AT LOW POINT. (STEEL .... E= 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS DEVICES TO A STREET, STORM DRAIN, OR OTHER APPROVED. WATERCOURSE OR DISPOSAL ARE.
o. BASKET IS NOT REQUIRED.) MAIN DRAIN PIPE - REINFORCEMENT INSTALLATION INSTRUCTIONS - -' - _L=F 1D. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF SILICA PLASTER. B. WHEREVER EORESS FROM A POOL IS RESTRICTED BY THE PRESENCE OF A VERTICAL WALL OR
Z OTHER BARRIER WHICH EXTENDS MORE THAN 12° ABOVE THE WATER SURFACE AT THE POOL EDGE,
a' FOR
SHALL NOT ENCROACH INTO REQUIREMENT
SHELL UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC. DETAILS INDICATE THE 'D' OR 'H' -- I „- .
~ -0OR DUAL MAIN DRAIN REQUIREMENT SEE WARD FROM THE TOP OF THE WALL WHERE ADDITIONAL VERTICAL HORIZONTAL. STEEL. - OWNER PERMANENT CONTINUOUS GRAB BARS, HANDRAILS, OR OTHER. APPROVED EQUIVALENT DEVICES
w SOIL DISTANCE DOWN BARS 0 12 O.C. 2'
AND PLUMBING NOTE B. TO PROVIDE THE REINFORCEMENT SPECIFIED ' � - �P 24° MIN. - 1. KEEP SHOTCRETE (WRITE) DAMP $ONTINUWSLY FOR 14 DAYS AFTER INSTALLATION- SHALL ($ INSTAIJ.ED WITHIN 12° OF THE WATER SURFACE. SUCH DEVICES SHALL BE CAPABLE
ELECTRICAL A BARS ADDED TO THE GRID �
' T EXTENDS ONLY DOWNWARD FROM ..> 2. DO NOT TURN ON EIGHT MEN POD. IS EMPTY. BEING SECURELY GRASPED, VINO SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENT TRANSITION WALL TO FLOOR 3. DO NOT USE BLACK RUBBER HOSE WREN FILE MARKS THE S ). 0 THE POOL PER V.C.B.G. CH•41 SECTION 41:2fi.
INSTALL HYDROSTATIC V THAT POINT IT IS AN INCORRECT INTERPRETATION THAT THE ADDED sTEEL AND THICKNESS LOW POINT WHERE REQUIRED BY HIGH WATER TABLE. REINFORCEMENT MUST BE EXTENDED TO THE TOP OF THE WALL. III
c
TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION
5 NOTES BUILDING & SAFETY DEBT. v
r
APPROVED SEALANT 5" B' 9° & LARGER BEHIND POOL WALL PROVIDE ADEQUATE DRAINAGE BRICK OR G�.. 9 1 2" I®� 3RD.AND/OR
BOND BEAM PER CONCRE I G NOTE:
2 2'. TABLE NO. 1 & z /
-BOND. BEAM PER TABLE _ 4'-0° MIN. - _ #3 BAR 0 24" D.C. n z ��41H BAR BY THE: USE OF THIS PLAN
No. T& DETAIL #IZ. " "LEVEL TOP OF'GUNITE DETAIL'. #12 S. ANSI JOINT & t ` THE USER ACKNOWLEDGES
"GROUT ALL CELLS. - \ LOCATION MAY
9v+mr `* -.W/ GROUT &PLACE I VARY TO
III 1 E -ELECTRICAL -_ I F coPmc a THAT HE HAS READ AND
Q �..... v `#15 FELT OR 4 MIL PECKING ;S BOX _ _ Ell -I PER DETAIL 3 W PROVIDE
L, (2) #3 (4) #3 MSQUEEN ON P. 1F1�I II IIl1 2 1/2" CUR. UNDERSTANDS ALL OF THE
BARS. Q . BARS. (XTPING LINE IORFLOOD LINE Wti CHN. ABOVE DECK, Riii_�.. < " t- o I- 1 .m 7- c �. BETWEEN
5 t/2 x #� BARS q t MIN. p - E a z O #3 III-r PARALLEL NOTES INCLUDED HEREIN.
a ° T 'CUR. 13 ORS EVER IS GREATER. ®� DECKING.- TILE
' #3 BARS SPA LIGHT s . `o .t 92. D.C. AROUND ( 71 � N m 63 m¢ BAR, � .. ��- ° 2 BARS.
012 O.C. -1 EA. WAY. EA. WAY. - HORIZ. STEEL io w"' THIS PLAN IS THE
BARS ®. - _ - BOND BEAM PER TABLE
ALL PIPES. I SKIMMER _ - - .- -I s' BLOCK s _ WORK. OF .THE ENGINEER. AND
EACH WAY. 3 :� "P p T \ -III=1 I = 1=71-1} 12" O:C. w i NO. 1.
TI COVER. 111-11� -I IIIv Pm 1soDPsl SHALL NOT BE REPRODUCED,
LR.EQ. EQ. WATER L WATER Vt I i 1.1-I I I I I�
a - = �I� II w BOND BEAM a o „ ,,,_ 3" cLR: #3 BARS ®i2° D.C.
COPIED OR OTHERWISE USED
�I
3 BARS � PLASTER :
yyqq U 8 _
REINFORCING PER �. 6"... LINE LINE O Y -Illy. U MAY BE O 3 m -F,_ 3" CLR. WITHOUT THEIR WRITTEN
DETAIL #10. NOT MIN. 24" BEAD BOND ` 4`�S. `I w +0" ALSO. ICLR.. - GI NG 1-
WATER vERncAL JICTF PRECAST COPING
.REWIRED IF 6" MIN. LAP 4 5" MIN,---� BEAM UNDER t` -JE. °� °' m \ LINE STEEL W/ ILL: BOND BEAM g" TOP - PERMISSION.
CLEAR PROVIDED. AROUND ALL SKIMMER.(\ VERT. STEEL _. 12' MIN. II_ PER TABLE OR BRICK
24" MIN. LAP - z I -lIl \ SEE TABLE EMBED. NO. i & (2) #3 BARS
NOTE: ;� .INTO SPA � (2) #3 7 BARS: : E=1 `J.. FIXTURE NO. 11. - 3" DTL 12... II
PROVIDE 2 ANTI -VORTEX DRAINS..ONE LOCATED IN T OR POOL. ##3 BARS III 1 a4111 #B COPPER " r \LENS t CLR.. HORIZONTAL II-1 Y .ROCK. NOTE:
-O . I ®.12 O.C. `r-I `"' J GROUND: CARE STEEL #3: BEND- BOND .BEAM. HORIZONTAL BAfIS. MAY
SPA FLOOR & ONE LOCATED ON SIDE OFSPA: SEAT 3 : SECTION ATSKIMMER
TH & SAFETY : _T EA. WAY. I I VENEER.
ABOVE SPA FLOOR; PER ED ON NIASIDE
HEAL L / INDICATES 44' MIN. TRANSITION :WALL` BARS 0 'VERT.;STEEL '� BE OVER OR UNDER 4ERTICAL BARS. P"=
ELECTRICAL AND PLUMBING NOTE 8....r_uS eJk;
CODE. SEE 24° N.E.C. OR C.E.C. : _ To FLOOR STEEL AND THICKNESS. . - 12° O.C. 45`OR 90'. L Y �-nLE'
POOL MIN.' APPROVED CONDUIT. TABLE NO. 11• .. BOND :BEAM �`. A ,/`K' O� "1: C0#T✓ G3
SPA DETAILS MAY BE USED % LAP FPLAs ER ROCK OR Ar s t%
ILS (2) #3 RECESSED TOTAL HEIGHT = NORMAL POOL DEPTH (D) +'HEIGHT OF RAISED BOND. BEAM. PER TABLE T H ,
PARSECS
SPA DETA FOR SPAS WITHOUT
POOLS.
a--
- BARS EACH MAN ' LIGHT.
WAY AROUND
CITY OF If MIN. IMPERVIOUS DECK
NICHE 3" CIR
LOS ANGELES-
8° MIN.
APPROVED SEALANT
a
rIF,I
TYP.
_
.DEEP REQUIRED SLOPE 1/8"-1/4' PER FOOT
1/2"'MIN DEPTH: -
NOTE: -DRAI) N 4
, d llT a
NOTES:
NICHE
E
® (3) #3 BARS.
L: NO. 8 COPPER PARE FROM -
- - -
3.1 2 ' ..., ...-.
EXPANSION JOINTS II
��-
POOL -MT
TO BRASS CONDUIT TO POOL REBAR, OR NON-METAWC
ToINSTALLBRA R
wJ I.
REQUIRED IN DECK -r
10'-0" O.C. & - : I If
4
CONDUIT CAN BE USED 1M1H INSULATED N0. 8 COPPER
-
x m tO (� -
®
, - °
'
WIRE INTERIOR WJ APPROVED POTTING COMPOUND
SATURATION
RECOMMENDED PRIOR
m LL I I DECK.
0 CORNERS. .I
_ III
REMAINDER OF JOINT II III _I-.
OTHER I 7•
3' CLR.
-'TYPICAL TYPICAL.:
PER .THE N.E.C. OR C.E.C.
2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH
TO POURING
m L
IN STYROFOAM OR I 1
- EXP. MATERIAL -
iIF
PLAN AT SKIMMER
APPLICABLE. UNDERWRITERS' LABORATORIES REQUIREMENTS -
'?7tONSULTA
g - - FOOTING RECOMMENDED
R SOILS
- CONCRETE SHALL NOT TOUCH
FORLIGHTINGRXTUIR E
NO. 1. BRICK NO C 5�67
N 7,
All DW 2000ib MAX LIE & DEAD 1=x g
OPTIONAL WOOD POST FOR ., f
�r-
W
ATTACHED PATIO STRUCTURE
OR - I. I LEVEL TOP OF BOND
I I BEAM WITH GROUT &
ROCK ON BOND BEAM.
I _ PLACE 15# FELT. OR
GALV. SIMPSON POST 11.4 MIL VISEON � EEN ON
BOND PER ELECTRICAL I\,�.
& PLUMBING'. NOTE 2. t` TOP OF BOND BEAM...
MASnc PLAN VALID ONLY WITH WET
CANTILEVER STAMP & ENGINEER'S SIGNATURE
31 2° MIN. 1=II ...TILE IN RED INK ON PLAN.'..
/ n CONCRETE
�� q���� CORING OR BOND BEAM:. CONCRETE DECKING. RONALDI L. AUTHORIZEDSIGNATURES:
R�P.ES.
R-VENTURA COUNTY 'T-�F FOR EX FOR COD .
3 15" DEEP REQ:.
�/p IS 'AQ /� g �+MINDECK STD® E/ n /� a �/�1�T ND BEAM 11 BOND BEAM DETAILS 12 A RON J. C "ERN,'PE•'
EXPANSIVE SOIL DETAILS IREQMTS�ARE NOT ME USE DEL #2.KIM NOTES SECT DECK REQMTS: U SKIMMER DETAIL• .7 SECTION AMIES�IAANB AWO SUPPORTING DOCENT
N 4
KERN. COUNTY:.. #213 THE CALIFORNIA BUILDING PAGE AS ADO BY 7NIS pOOI Ron Lacher, R.0 E.
5 01 CITY OF FRESNO: P-00-7 REQS SUPPLEMENTAL NOTES JURISDICTION, ISSUANCE OF A 8IRLOING T Q Y 1201 N. Tustin Ave.
STANDARD. PLAN APPROVALS. SAN BERNARDINO: #34 08762. 22 A ®� 2®®�. STANDARD POOL 3 TA en Ineerinot
SUPPLEMENTAL NOTES UPON TkESE PLANS IS RECOMM E ` � ffTT Anaheim CaliforniaCaNfornla 92
-. '. FRESNQCOUNTY. REQS S(1PPLEMEN ENO DI y ,
RIVERSIDE COU
NTY: 342375
N CITY OF LOT.. ANGELES.. #268 -
a � UBC ORANGE COUNTY: #SW OS-0390 SHOTCRETEJGUNITE PER C.B.C.HELL t9-A 4SIEVERE-EXPOSURE, IF TEST PERFORMED ' : A1PP AI° @Y AP,PLICABLE AM' FaX: (714) 630-6114
$ CITY. OF ONTARIQ. APPROVED FOR 97 - ANGELES 26077 CONSTRUCTION -TO BE PER 2002 LOSANGELES COUNTY BUILDING CODE NTHEENq.OSED STRUCTURAL :PLAN ITC'
SAN DIEGO' El #92 LOS E #
S.SIMI VALLEY NOTES ATTACHMENT VENTURA COUNTY: #6 99 REQUIRES ATTACHMENT OF VENTURA COUNTY BARRIER REQUIREMENTS --- Phone: (7t4J 6'30-6100'
:SEMI VALLEY. SIFT REQ' 11 """""'-"-�
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
- - STANDARD OOL STRUCTURAL PLAN- - COPYRIGHT 2006, POOL ENGINEERING INC.
TOTAL HEIGHT.- H
2'
3'.
4'
5'
6'
7'
8'
9'
10'
11'
ND14-� SVE
E.F.P.. _
30 P.C.F.
#
512
6"
6"
6".
612"
8"
9��
11"
12"
12"
VERTICAL
STEEL
#3
012"
#3
012"
#3
12
#3.
:O6"
#3.
06".®6"
#3
#3
06"
#3
06"
#3:
06"
#3
06"
Exr�N�Tma
t
51,P'
6"
6"
7"
8"
9"
10"
10
t,S'.
111IS
111"'
-VERTICAL
STEEL
#3
012"
#3
*12"
#3
2
#3
06"
#3
@4"
. #3
04"
#3
03"
#3
03"
#3
03"
. #3
03"
E.F.P. _
45 .P,C.F.
wGHLLv�P DECK
OR
t .
5,�.:
6"
s.
'.7"
8-
-g^
01,�
it".
12"
21
vERTTCAL
STEEL
#3
@12"
#3
@12"
#3
06"
#3
06
#3
04
#3
03"
#"',,
05
#1
04
#4
@3"
#4
03"
E.F. P: =
62.4 P.C.F.
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN: .
Application description:
Property Zoning:
Application valuation:
Applicant:
06-00003257 '
57715 CORAL MOUNTAIN CT
762-440-033- - -
POOL - RESIDENTIAL
LOW DENSITY RESIDENTIAL
39000
cei&t 4 4 Q"
Architect or Engineer
r tk
BUILDING & SAFETY DEPARTMENT '
BUILDING PERMIT
D Q
SEP 2 5 2006
CITY OF lA QUINTA .
FINANCE DEPT.
--------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Divi ion 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: License No.: 802919
v
at mractor:
OWNER -B LDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1—) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and 100
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued ISec. 3097, Civ. C.).
Lender's Name:
Lender's Address: Ifif
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/25/06
Owner:
BAUPANN BRUCE R
56625 RIVIERA
LA QUINTA, CA 92253
Contractor:
AZURE POOLS AND SPAS
P.O. BOX 10641
PALM DESERT, CA 92255
(760)322-7665
Lic. No.: 802919
------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND Policy Number
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the •workers' compensation laws of California,
and aj d t, if I should become subject to the workers' compensation provisions of Section
0 bf dh abor Co I shall fort it comply with those provisions.
�� plicant:
WARNING: FAIL RE TO SECURE WORKERS' COM AT COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
.of La Quinta, its officers, agents and employees for any act or omission related to the work being _
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have rea his application and state that the above information is correct. I agree to comply with all
city and county orcliqacppnd state laws relating to build in onstruction, and hereby authorize representatives
oft col"/p�y en_ u e above-mentioned propert o inspectio oses.
D e U ignature (Applicant or Agent):
Application Number . . . . . 06-00003257
Permit . . . . .
BLDG POOL PERMIT
Additional desc .
Permit Fee . . . .
343.00
Plan Check
Fee
222.95
Issue Date . . . .
Valuation
. . .
. 39000
Expiration Date
3/24/07
Qty Unit Charge
Per
Extension
BASE FEE
252.00
14.00 6.5000
----------------------------------------------------------------------------
THOU BLDG 25,001-50,000
91.00
r
Permit . . .
MECH POOL
Additional desc .
Permit Fee . . . .
26.00
Plan Check
Fee ..
6.50
Issue Date . . . .
Valuation
. . .
. 0
Expiration Date
3/24/07
Qty Unit Charge
Per
Extension
BASE FEE
15.00
1.00 11.0000
--------------------------
EA MECH FURNACE
-------------------
>100K
----------
-------
11.00
--------------
Permit . . .
ELEC POOL PERMIT -RES
Additional desc .
Permit Fee . . . .
45.00
Plan Check
Fee
11.25
Issue Date . . . .
Valuation
. . .
_
. 0
Expiration Date
3/24/07
Qty Unit Charge
Per
Extension
BASE FEE
15.00
1.00 30.0000
-------------------------------------------------------------
EA ELEC PRIVATE
SWIMMING
POOL
30.00
-------------
Permit . . .
PLUMBING
Additional desc . .
Permit Fee . . . .
39.00
Plan Check
Fee
9.75
Issue Date . . .
Valuation
0
Expiration Date
3/24/07
Qty Unit Charge
Per
Extension
BASE FEE
15.00
3.00 6.0000
EA PLB FIXTURE
18.00
1.00 3.0000
EA PLB WATER INST/ALT/REP
3.00
1.00 3.0000
EA PLB GAS PIPE
1-4 OUTLETS
3.00
----------------------------------------------------------------------------
Special Notes and Comments
POOL/SPA, WATERFALL.
ALARMS/BARRIERS
LQPERMIT
Application Number . . . . , 06-00003257
----------------------------------------------------------------------------
Special Notes and Comments
SHALL BE IN PLACE AT PRE -PLASTER
INSPECTION. EQUIPMENT ENCLOSURE NOT
INCLUDED
Fee summary Charged Paid
-------------------------------------
Credited
--------------------
Due
Permit Fee Total 453.00 .00
.00
453.00
Plan Check Total 250.45 .00
.00
250.45
Grand Total 703.45. .00
.00
703.45
LQPERMIT
CALCULA TIONS
METHODOLOGY:
y = EQUIVALENT FLUID PRESSURE fc ' M(2) 12 in/ft Mt (2)(12) < 900 psi
QTM = 1/6 y H3 j k ) d
b d2 (0.887)(0.339)(122
WHERE y - 45 pcf I - (1/2) y H < :49 psi
(12 in/ft) j d (2)(12)(0.887) d
NET MOM - OTM - RESiSnNG MOMENT fc 2,000 p:s.i. '
Is - M(12 in/ft) Mt (12) Fs = 20,000 p.s.i.
As j d As (0.887) d fc - 0.45 f'c - 900 p.s.i.
Vc - 1.1 JfT - 49 .p.s.i.
RESISTING MOMENT: LOADING DIAGRAM:
RESISTING MOMENT ABOUT POINT A
RM W, d, +Wzd2+... W"d„
W d,
,�
wz z
d,
w,l d W =wt
W • or segmenta
de,
We 1
d
we I A
y = 45 P.C.F.
11'-0" DEEP POOL
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE - 45 P.C.F.
RESULTS FOR NO RAISED BOND BEAM
DEPTHSOIL
'D'
OTM'
ft -1
SM
RM
ft-#
NET
Mom
t
VERTICAL
STEEL
Is
P.e.i.
fd
P.s.I.
tic
P.&L
4'-0'
480
106
374
5%" .
#3 0 12'
19252
592
13.0
4'-6'
683
113
570
5%*
#3 O 6'
15126
699
16.4
5'-6"
1248
131
1116
6'
#3 O 4'
16422
1 862
.20.2
6'-6"
2060
166
1893
7'
#3 O 3'
15397
800
20.8
7'-6'
3164
314
2850
8'
6"
18137
818
21.9
8'-6"
4606
654
3952
9'
add 2 #4
18436
808
23.6
9'-6-
6430
1327
5104
1, 9%*
1 add 3 #4
115959
812
1 27.1
10'-6"
8682
12773
5909
1 10"
add 2 #5
1170381
827
130.6
11�-0"
9983
5647
4336
1 10'
1
1125021607
734
133.6
RESULTS FOR 2'-6' MAX. RAISED BOND BEAM
HEIGHT
'H'
SOIL 0
OTM
SOIL
fRM
NET
Mom
t
VERTICAL
STEEL
1`3
p.31
fc
P.31
rc
P.&L
4'-0'.
480
106
374
5%'
#3 0 12'
19252
592
13.0
4'-6'
683
113
570
5%'
#3 0 6-
15126
699
16.4
5'-6-
1248
131
1116
6'
#3 04
16422
862
20.2
6'-6'
2060
154
1906
7"
#3 03-
15500
606
20.8•
7'-6'
3164
183
2981
8-
6"
18971
856
21.9
8'-0"
3840
201
3639
8%"
add 2_J4
18682
865
22.9
9'-0'
5468
264
5203
9%*
add 3 #4
16270
828
24.3
11'-0'
9983
997
8986
12'
add 2 #5
19235
819
26.1
12'-6'
14648
2799
11849
13%"
add 3 15
15342
734
28.8
13'-6"
18453
8292
10161
13}x'
13156
629
33.5
SLOPE 4DE DECKING 1/9' JOINT W/ APPROVED SEALANT. SLOPE PER DECKING 1/8•
TO OT
AWAY FROM POOL. OOTCOPING AWAY FROM POOL.
STRUCBOND TURAL PLAN. PER STANDARD
A #12 F(WALL W/OR.B.B) DRAIN
i E- D BEAM
DRAIN - - - - - - - -
VERTICAL STEEL
SEE TABLE 204.
(EXPANSIVE SOIL)
STANDARD BOND BEAM ---ir
MAY BE PLACED O TOP l
OF WALL or 0 WATERLINE.
L UNDISTURBED SOIL
1000 PSF MIN.
BEARING VALUE 7
'C• CONCRETE COVER TO
BE CHANGED UNIFORMLY.
SEE TABLE 204.
HORIZONTAL STEEL6' C.M.U.
#3 BARS 0 12. O.C. o SOLID GROUT ALL CELLS
TYP. THROUGHOUT. m 2• W/ #3 BARS 0 24' O.C. HORIZ
i t ( & #4 BARS 0 24' O.0 VERT.
TOP OF BOND BEAM N
(STANDARD WALL) _ ��- WATERPROOFING RECOMMENDED.
TER LINE.LAP VERT.
-1 ►- STEEL 12'
MIN. INTO Tog
POOL WALL 3.
H c HORIZONTAL CLR.
N STEEL
0 12 0 C. .
o �J
q-ti�' C.M.U.
�y OPTION
HORIZONTAL STEEL
TYP. THROUGHOUT.G.
VERTICAL STEEL
SEE TABLE 204.
UNOISTURBESEF
D SOIL 7., TABLE 204
1000 PSF MIN. LANSITION WALL
BEARING VALUE 7 TO FLOOR STEEL
R THICKNESS
TABLE 204
'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD.
BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL #4)
POOL
DEPTH
RADIUS
NO RAISED
BOND BEAM
REQ'D
TRANS.
D
R
C
VERTICAL
STEEL
0 to 3'0'
1'-0"
2%*
#3 0 12"
2'-0"
3•-6"
1'-0"
23¢"
#3 0 6"
2'-0"
4'-6"
1'-0"
236"
#3 0 4-
2'-0'
5'-0"
V-6"
3"
8'-0*
2'-0'
5'-6"
2'-0"
3"
#3 0 3'
"2'-0-
6'-6"
3'-0"
4-
7" add 2 #5
2'-0'
7'-6"
4'-0"
5" .
add 2 #4
2'-0"
8'-6"
5'-0"
5%"
add 3 #4
2'-0"
9'-0"
5'-0"
6"
"
2'-0"
5'-0"
6"
10'10'-0"
-6"
5'-0"
W
"
j2'-8'
11'-0"
5'-0"
6%"
TOTAL
HEIGHT
2'-6" MAX.
R.B.B.
REQ'D
TRANS.
H
C VERTICAL
STEEL
0 to 3'0'
2%* #3 O 12"
2'-0'
3'-6"
2%' #3 0 6.
2'-0'
4'-6"
2%' #3 O 4"
2'-0-
5'-0'
3- "
2'-0'
5'-6-
3" #3 O 3-
2'-0'
6'-6-
4" -
2'-0"
7'-0'
4%* add 2 #4
2'-2-
8'-0*
5' add 3 #4
2'-2-
8'-6-
6" "
2'-2-
9'-0'
6" "
2'-3"
10'-0"
7" add 2 #5
2'-4-.
10'-6"
7)�'
2'-5'
11'-6'
9%" add 3 #5
2'-9".
12'-0"
10" -
3'-2"
913'-0"
10"
3'-10"
13'-6"
10-
4'-4'
REVIEWED PY COM'S" JLTANT
FOR CODA:. C01AFLIANCE
THESE PLANS AND SUPPORTING DOCUMENTATION HAVE
BEEN REVIEWED AND FOUND TO SHOW COMFIUNCEVATN
THE CALIFORNIA BUILDING CODE AS ADO M BY THIS
1URISOICTION. ISSUANCE OF A BUILD1fMi,KNIT BASED
TO
UPON T11ES PIJWS IS TCOMfAENDEN. SUBJECT
AL APPLICABLE AGENpES ANO ANY
THE ENCLOSED UiTRIt
In a'1il •0(v
11
=91:4 A ell►M-lzLets"FlAell:
N_
cc
vM
PER FOOT.
EVENLY SPACED.
BOND BEAM PER STANDARD POOL
STRUCTURAL PLAN, DTL #1 3 #12
0
OD o
si o
m (p
ci< E�
co '..
J Z m
- c
C p MS fC 0
X r Q (L d
� U
POOL TO BE TIED
W/ #3 BARS 0
12' O.C. VERT.:
UU SEP o
3y_ __--
SPECIR + -
OR (3j) $' 8 BARS
ARBS
PER FOOT.
EVENLY SPACED.
J.
12/04/02
NS.I&SAFETY
Z.
O
MASONRY TSS
4)
N
C
L ALL METHODS AND MATERIALS SHALL BE IN
-
cy)
CONFORMANCE WITH THE LATEST ADOPTED
O
EDITION OF THE UBC AND LOCAL ORDINANCES.
Om
2'CONCRETE BLOCK SHALL BE GRADE N (EXPOSED
a
MOISTURE
O?
:CONTROLLED ,NORMAL YIEIGHT UNITS (135 PCHFORMING
TO UBC STD. 21-4, AND ASTM
C 90. ALL CONCRETE BLOCK SHALL HAVE A
DESIGN STRENGTH OF fm - 1500 psi.
3. GROUT SHALL CONFORM TO UBC STD. NO.
21-19 & ASTM C 476 WITH fc-2.000 PSI.
SEE UBC TABLE 21-B FOR PROPORTIONS
OF INGREDIENTS.
4. MORTAR SHALL BE TYPE U WITH fc= 1800 PPsi
AND SHALL CONFORM TO UBC STD. N0. 21-15
& ASTM C 270.
5. ALL REINFORCING BARS SHALL BE COMPLETELY
EMBEDDED IN MORTAR OR GROUT AND SHALL
HAVE A COVER OF NOT LESS THAN 2 INCHES..
POOL TO BE TIED
W/ #3 BARS 0
12' O.C. VERT.:
UU SEP o
3y_ __--
SPECIR + -
OR (3j) $' 8 BARS
ARBS
PER FOOT.
EVENLY SPACED.
J.
12/04/02
NS.I&SAFETY
OR Cti43AtSIUMU Q N
EXIPANSNE SOIL
URVAALENT FLUID SSURE = 45 x. F.
DET.
Z.
O
(n z na
=3J
z oz�
Z ZU V
O p
z
Z oma.
W J
N Qp
LjO
>-�
z Wa
mq
O?
OR Cti43AtSIUMU Q N
EXIPANSNE SOIL
URVAALENT FLUID SSURE = 45 x. F.
DET.
CALCULATIONS
METHODOLOGY:
(SURCHARGE LOADING BASED ON BOUSSINESQ METHOD, MODIFIED BY TERZAGI)
y = EQUIVALENT FLUID PRESSURE fc = M(2) 12 in/ft = Mt (2)(12) < 900si
OTM = 1/6 y H3 + 2[(P)(r)] j k b d2 (0.887)(0.339)(12) d2 P
WHERE y = 45 P.af. AND _ (1/2) y H2 = y H2 < 49 psi
P, = 1/2 (Q, + Q,., )(6 in) (12 in/ft) j d (2)(12)(0.887) d
r, =VERTICAL DIST. FROM P, TO z DEPTH.
t'c = 2,000 p.s.i.
NET MOM = OTM — RESISTING MOMENT Fs = 20,000 p.s.i.
I's = M(12 in/ft) = Mt (12) fc = 0.45 f'c = 900 p.s.i.
As j d As (0.887) d Vc = 1.1 J c = 49 p.s.i.
RESISTING MOMENT: LOADING DIAGRAM:
RESISTING MOMENT ABOUT POINT A
RM W, d, +W2 d2+ ... W„d„
w 1
,l
d,
rwWw
W2
z
VERTICAL
STEEL
W31
d3
W
d +
W, = wt.
of segment„
w+ 1
5
'kA
534`
web
QL = RESULTANT FROM
TYPICAL ROCKS.
Q L = 1500 PLF
m= H n= -L
FOR m > 0.4
__
OL 1.28 men 1
6h H C(m2+n2)2 l
FOR m S 0.4
__ I OL / .203 n
H C(,16+n2)2
y = 45 P.C.F. (Th = LATERAL LOAD ON POOL WALL
SOIL FROM ROCK SURCHARGE.
1500 P.L.F. ROCK FORMATION SURCHARGE
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE 45 P.C.F.
RESULTS FOR NO RAISED BOND BEAM
HEIGHT
'H'
SOIL
OTM
ft_#
LOAD
OTM
ft—#
SOIL
RM
ft—#
NET
Mom
t
VERTICAL
STEEL
fs
P.s.i.
fc
P.s.i.
rc
p.s.i.
2'-0"
60
114
74
220
534`
#3 0 12
11305
347
14.2
3'-0"
203
341
92
746
6`
#3 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"
#3 03-
16927
764
22.1
6'-0"
1620
1745
183
4050
9"
add 2 #4
18893
828
22.9
7'-0`
2573
2385
296
5344
10)4"
19555
747
22.0
7'-6'
3164
2726
419
5924
10%*
add 3 #4
15844
737
23.8
8'-6'
4606
3443
848
7293
11'
18185
812
26.1
10'-0`
7500
4586
2378
9707
12%"
add 2 #5
19595
807
27.7
11'-0"
9983
5381
7150
8213
13"
15683
626
30.4
H
--- -------ri
PROVIDE POSITIVE
DRAINAGE BY CONCRETE GUTTER,
DRAINAGE PIPE, OR OTHER MEANS, TYP.
VERTICAL STEEL
SEE TABLE 601.
(EXPANSIVE SOIL)
Z- UNDISTURBED SOIL
1000 PSF MIN.
BEARING VALUE
'C' CONCRETE COVER TO
BE CHANGED UNIFORMLY.
SEE TABLE 601.
VERTICAL STEEL
SEE TABLE 601.
UNDISTURBED SOIL
1000 PSF MIN.
BEARING VALUE
ARTIFICIAL ROCK (FORMED OVER DEBRIS OR SAND BAGS) OR REAL
ROCK (MAX. WEIGHT 1500 Ib. PER LINEAR FOOT OF POOL WALL).
CONTINUOUS 20 MIL PVC FLEXIBLE LINER IS RECOMMENDED TO
PREVENT LEAKS IN THE EVENT OF CRACKING OF WATER FEATURE
BOND BEAM PER STANDARD POOL F—TOP OF BOND BEAM
STRUCTURAL PLAN, DTL #1 do #12.
Lu
Q�
16
�oP�o
4�161
~ HORIZONTAL STEEL
13 BARS 0 12" O.C.
TYP. THROUGHOUT.
TABLE 601
'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD.
BEGIN SPECIFIED STEEL do GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL #4)
POOL
DEPTH
B
NO R.B.B.
REQ'D
TRANS.
D
O
0 to 1'6"
2%' #3 0 12'
2'-0"
2'-0"
CD
WATER UNE.
2'-6-
1 3"
2'-0"
m
3" #3 0 4"
2'-0-
3'-6-
4"
> Co
4'-0-
4" #3 0 3"
2'-0"
5'-0"
U ¢ o co
a
s
5%"
3'-9-
cc'
O
D U cn
HORIZONTAL STEELa
13 BARS 0 12" O.C. �i
a
p
7"
m
Q ~
TYP. THROUGHOUT. '"
1
9'-0"
Z c
4'-2"
10'-0"
0
4'-0"
C
O N cXp t
Of —¢lL a
Lu
Q�
16
�oP�o
4�161
~ HORIZONTAL STEEL
13 BARS 0 12" O.C.
TYP. THROUGHOUT.
TABLE 601
'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD.
BEGIN SPECIFIED STEEL do GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL #4)
POOL
DEPTH
B
NO R.B.B.
REQ'D
TRANS.
D
C VERTICAL
STEEL
0 to 1'6"
2%' #3 0 12'
2'-0"
2'-0"
2%" #3 0 6"
2'-0-
2'-6-
1 3"
2'-0"
3'-0"
3" #3 0 4"
2'-0-
3'-6-
4"
2--0-
4'-0-
4" #3 0 3"
2'-0"
5'-0"
5" add 2 #4
2'-10
6'-0"
5%"
3'-9-
6'-6n
6%" add 3 #4
4'-2"
7'-0"
7"
4'-5-
8--0'
7"
4'-4-
9'-0"
8" add 2 #5
4'-2"
10'-0"
9"
4'-0"
SEE
TABLE 601
TRANSITION WALL
TO FLOOR STEEL
do THICKNESS
REVIEWED BY CONSULTANT
FOR CODE COMPLIANCE
THESE PLANS AND SUPPORTING DOCUMENTATION HAVE
BEEN REVIEWED AND FOUND TO SHOW COMPLIANCE WITH
THE CALIFORNIA BUILDING CODE AS ADOPTED BY THIS
JURISDICTION. ISSUANCE OF A BUILDING PERMIT BASED
UPON THESE PLANS IS RECOMMENDED SUBJECT TO
APPR AL BY OTHER APPLICABLE AGENCIES AND ANY
COONS TED I&THEANCLOSED LETTER.
By VGA WRGROUP.
• NOTE: REAL ROCK ONLY,
REAL ROCK SHALL BE PLACED DIRECTLY
ON A MORTAR BED TO PREVENT SLIDING
AND ROTATION. ROCKS HATH A DIAMETER
LESS THAN 1'-6` SHALL BE EMBEDDED
A MINIMUM OF 1' INTO MORTAR. ROCKS
WITH A DIAMETER GREATER THAN 1'-6"
do LESS THAN 3'-0' SHALL BE EMBEDDED
A MIN. OF 2" INTO MORTAR. WHEN THE
DIAMETER OF THE ROCKS EXCEED 3'-0',
CONTACT POOL ENGINEERING.
11 '
WHEN _
ADD (2) #4 BARS
OR (2) 15 BARS
PER FOOT.
EVENLY SPACED.
POOL TO BE TIED
W/ #3 BARS 0
12" O.C. VERT. DATE:
do HORIZONTAL
THROUGHOUT. CALC:
. SPECIFIED
ADD (3) 14 BARS
PER FOOT.
EVENLY SPACED.
IBM
58878
09/08/2006
zz
cn o a
UJ Z J
W ¢
Z ZO j
ZS Uv
w zM
— w
Z N
3r, Ei -
F(�RRP �R{ �� U = C�ARGE I
E . IST . ��E R A5 P.C.F.
Q
10'-0" MAX. DEPTH
DATE SFE3`L'OpQ1yG_DIAGRAM_
DETAIL #601
CALCULA TIONS
(SURCHARGE LOADING BASED ON BOUSSINESQ METHOD, MODIFIED BY TERZAGI)
y = EQUIVALENT FLUID PRESSURE fc = M(2) 12 in/ft = Mt (2)(12) < 900 Psi
OTM = 1/6 y H' + 2(P.)(,) j k b d2 (0.887)(0.339)(12) d2 P
WHERE y = 60 p.c.f. AND yc _ (1/2) y H2 = y H2 < 49 psi
P, = 1/2 (v, + Qom, )(6 in) (12 in/ft) j d (2)(12)(0.887) d
r, = VERTICAL DIST. FROM P, TO z DEPTH. f'c = 2,000 p.s.i.
NET MOM = OTM - RESISTING MOMENT Fs = 20,000 p.s.i.
fs = M(12 in/ft) - Mt (12) fc = 0.45 f'c = 900 p.s.i.
As j d As (0.867) d Vc = 1.1 Ff-c = 49 p.s.i.
RESISTING
MOMENT:
RESISTING MOMENT ABOUT POINT A
RM = W, d,
+ W2 d2 + ... W.dn
W t
d,
W
W:
2
W3
d3
N FOR m>0.4
d Wn = Wt.
W
4 of segment,
W4sb
ds!
II
d
WB b
A
LOADING
45 P.C.F. PLUS
DIAGRAM:
Q Q� = RESULTANT FROM
2:1 UPSLOPE
- TYPICAL ROCKS.
SURCHARGE
_ _ OL = 1500 PLF
= 60 P.C.F.
I's
p.sL
(SOIL)
m= H n= H
2'-0'
N FOR m>0.4
177
Q 1.28 m n
6h
C(m2+n22)2
240
H
#3 0 12'
12333
379
FOR m S 0.4
2'-6'
6h __ jr .203 n
C(.16
318
H +n2)2
y = 60 P.C.F.
(Th = LATERAL LOAD ON POOL WALL
SOIL
FROM ROCK SURCHARGE.
ROCK RETAINING CALCULATION:
WHERE y = 60 p.c.f. AND P -SOIL PRESSURE
CHECK OVERTURNING MOMENT: =y H2/2
RESIST. MOM. = W (L/2) 0Tm = y2 2213/ =120 Ib
RESIST. MOM. 600 Ib -ft > 1.5 (O.K.) 1 / X =
OTM 80 Ib -ft
CHECK SLIDING:P o
Fr,,ct;o„ = 0.30 W = 180 Ib = `" _
F,r"fbv = P = 120 Ib
Ffection = 1.5 : (O.K.) y = 60 P.C.F.
FsGeng
W - WEIGHT OF REAL ROCK
=(150pcf)HL
= 600 Ib
W
l
I- 2'-0MIN. I.
LENGTH - L
2:1 UPSLOPE W/ ROCK SURCHARGE
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE = 60 P.C.F.
RESULTS FOR NO RAISED BOND BEAM
DEPTH
D'
SOIL
ft -i
OA
OTM
SRL
fRM
NET
Mom
t
VERTICAL
STEEL
I's
p.sL
fc
p.sL
►c
p.s.L
2'-0'
80
177
74
240
536'
#3 0 12'
12333
379
15.3
2'-6'
156
318
82
486
5%'
#3 0 6"
12885
595
21.3
3'-6"
429
723
101
1227
6'%'
#3 0 4"
15194
722
23.4
4'-6"
911
1261
162
2253
1 7%'
#3 0 3"
16090
776
24.7
5-6'
1664
1897
340
3461
8%"
19852
844
25.9
6'-0"
2160
2242
496
4083
9"
add 2 #4
19046
835
26.9
7'-0' j
3430
j 2974
1039
5365
10%-
19632
750
26.3
7'-6' 1
4219
1 3356
1512
6063
10W I
add 3 #4
16215
754
28.6
2'-0' MIN. \ \
TYPICAL I T
NATURAL OR SOLID FILLED J
SCULPTURED BOULDERS, WATER FALLS,
OR SUDES (1500 Ib. MAX. PER LINEAL
FOOT OF POOL WALL). PLACE ROCK
ON BENCH (HORIZONTAL SURFACE).
VERTICAL STEEL
SEE TABLE 602.
STANDARD BOND BEAM
MAY BE PLACED 0 TOP
OF WALL or 0 WATERLINE
Z UNDISTURBED SOIL
1000 PSF MIN.
3* CLR-
BEARING VALUE -Z
'C' CONCRETE COVER TO
BE CHANGED UNIFORMLY.
SEE TABLE 602.
(EXPANSIVE SOIL)
VERTICAL STEEL
SEE TABLE 602.
TER UNE.
pE
I y
UNDISTURBED
1000 PSF'MIN. 'SOIL
BEARING VALUE 7
POJ P�
4
~ HORIZONTAL STEEL
#3 BARS 0 12" O.C.
TYP. THROUGHOUT.
TABLE 602602
D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD.
BEGIN SPECIFIED STEEL do GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL 14)
POOL
DEPTH
NO RAISED
BOND BEAM
I - PROVIDE POSITIVE DRAINAOE BY CONCRETE GUTTER, DRAINAGE PIPE OR BY OTHER MEANS.
D
ROCK MAY RETAIN UP TO 2'-0" MAX. HEIGHT. BASE OF ROCK MUST
0 to 1'0'
I; BE GREATER THAN OR EQUAL TO THE.WIGHT OF RETAINED SOIL
2'-0"
CONCRETE (ROCKS) TO BE PLACED AGAINST GROUND. IF ROCK FEATURE
"
E, INCORPORATES A STREAM OR WATERFALL, RECOMMEND 20 MIL PVC
,-- ------
CONTINUOUS LINER UNDER WATERWAY AS,SECONDARY LEAK PROTECTION.
i
3'-6-
j [V
BOND BEAM PER STANDARD POOL TOP OF BOND BEAM
4'-6-
STRUCTURAL PLAN, DTL #1 do #12. (WALL W/ R.B.B.)
/
5'-0"
2'-0' MIN.
2'-11"
TYPICAL
1
i
3'-3"
a
HORIZONTAL STEEL ,� m
�
8" C.M.U.
#3 BARS 0 12" O.C. :ES
OLID SOLID GROUT ALL CELLS
a TYP. THROUGHOUT.m =
I2• W/ #3 BARS 0 24' O.C. HORIZ.
fV W 1
& #4 BARS 0 16' O.0 VERT.
TOP OF BOND BEAM U,
(STANDARD WALL) �'_
��— WATERPROOFING RECOMMENDED.
TER UNE.
pE
I y
UNDISTURBED
1000 PSF'MIN. 'SOIL
BEARING VALUE 7
POJ P�
4
~ HORIZONTAL STEEL
#3 BARS 0 12" O.C.
TYP. THROUGHOUT.
TABLE 602602
D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD.
BEGIN SPECIFIED STEEL do GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL 14)
POOL
DEPTH
NO RAISED
BOND BEAM
REQ'D
TRANS.
D
C VERTICAL
STEEL
0 to 1'0'
2%- #3 0 12"
2'-0"
V-6"
236" #3 0 6"
2'-0-
2'-6-
2%" #3 0 4"
2'-0-
3'-6-
3%" #3 0 3"
2'-0-
4'-6-
4%'
2'-9'
5'-0"
5" add 2 #4
2'-11"
6'-0"
5%'
3'-3"
6'-6"
6%" add 3 #4
3'-4"
7'-0"
7"
3--4-
'-4"8'-0"
8'- 0"
7'
3'-5-
8'-6-
7"
3'-6"
TOTAL
HEIGHT
2'-6" MAX.
R.B.B.
REQ'D
TRANS.
H.
VERTICAL
C STEEL
0 to 1'0'
2'{h" #3 0 12"
2'-0"
1'-6"
2'{h" #3 0 6"
2'-0-
2'-6-
2'%- #3 0 4"
2'-0-
3'-6-
3'%" #3 0 3"
2'-0-
4'-6'
4%" odd 2 #4
2'-9"
5'-6"
5" odd 3 #4
3'-10"
6'-0"
6"
4'-3"
6'-6"
6"
4--g-
'-9"7'-6"
7'- 6'
7" add 2 #5
5'-2"
8'-0'
7%'
5'-2"
8'-6"
8%" add 3 #5
5'-0"
9'-0"
9'%"
4'-11"
10'-0"
9%"
5'-0"
C 90. ALL CONCRETE BLOCK SHALL HAVE A
OPTION DESIGN STRENGTH OF fm = 1500 psi.
5'-2-
SEE
TABLE 602
TRANSITION WALL
TO FLOOR STEEL
k THICKNESS
N
>c 1
� D
CL
2
1F�R
a
X
I`
0
0 o
N
M o
v
Lu Qi m to
U Q 6 io M
c o o
(a
t ~ U
U
J z n m
c
C o (a x O
co
Of Q U. d
SHALL BE
REVIEWED BY C�1' T."t TONT 5 EMBEDDEDALL REINF�INCING MORB RSOR GROUT AND SHALLY
FOR CODE'COMPLIANU HAVE A COVER OF NOT LESS THAN 2 INCHES.
THESE PLANS AND SUPPORTING DOCUMENTATION HAVE
BEEN REVIEWEDAND FOUND TO SHOW COMPLIANCE WITH
THE CAUFORNIA BUILDING CODE AS ADOPTED BY THIS
JURISDICTION. ISSUANCE OF A BUILDING PERMIT BASED
UPON THESE PLANS IS RECOMMENDED SUBJECT TO
APPROAL BY OTHER APPLICABLE AGENCIES AND ANY
7ONS IN ENC SED LETT
By . DGRO ,iNC.. GATE
ADD BAR
REINFORCING DIAGRAM
WHEN . _ ..._
ADD (2) 14 BARS
OR (2) 15 BARS
PER FOOT.
EVENLY SPACED.
POOL TO BE TIED
W/ #3 BARS 0
12" O.C. VERT.
do HORIZONTAL
THROUGHOUT.
_.. SPECIFIED
ADD (3) #4 BARS
OR (3) 15 BARS
PER FOOT.
EVENLY SPACED.
J.
zZ
og
(n U !1
wg
Z a ZO
Z Z L.) U
w o Z
Y — re
�z oLn
3 o N -�
} W p
w a
oZ mo
oW
ow �Q
a� �z
>Q a�
zzr,cn
aN
(n —
60 P.C.F. ;
L #602
a LAP VERT.
? T STEEL TO
-'MIN.- INTO
BOND BEAM PER STANDARD POOL
o) U
o POOL WALL
a STRUCTURAL PLAN, DTL #1 do 112
>` C
i -
3• y
MASONRY NOTES:
HORIZONTAL
g7Ed
CLR.
�t .1 ALL METHODS AND MATERIALS SHALL BE IN
=
#3 BARS
CONFORMANCE WITH THE LATEST ADOPTED
EDITION OF THE C.B.C. AND LOCAL ORDINANCES
O
0 12' O.C.
2. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED
0
TO WEATHER), TYPE 11 (NON -MOISTURE
CONTROLLED) NORMAL WEIGHT UNITS (135 PCF),
C,M.U. CONFORMING TO C.B.C. STD. 21-4, AND ASTM
C 90. ALL CONCRETE BLOCK SHALL HAVE A
OPTION DESIGN STRENGTH OF fm = 1500 psi.
3. GROUT SHALL CONFORM TO C.B.C. STD. NO.
21-19 do ASTM C 476 WITH fc=2,000 PSI.
SEE C.B.C. TABLE 21-8 FOR PROPORTIONS
OF INGREDIENTS.
4. MORTAR SHALL BE TYPE M WITH fc = 1800 psi
AND SHALL CONFORM TO C.B.C. STD. NO. 21-15
do ASTM C 270.
SHALL BE
REVIEWED BY C�1' T."t TONT 5 EMBEDDEDALL REINF�INCING MORB RSOR GROUT AND SHALLY
FOR CODE'COMPLIANU HAVE A COVER OF NOT LESS THAN 2 INCHES.
THESE PLANS AND SUPPORTING DOCUMENTATION HAVE
BEEN REVIEWEDAND FOUND TO SHOW COMPLIANCE WITH
THE CAUFORNIA BUILDING CODE AS ADOPTED BY THIS
JURISDICTION. ISSUANCE OF A BUILDING PERMIT BASED
UPON THESE PLANS IS RECOMMENDED SUBJECT TO
APPROAL BY OTHER APPLICABLE AGENCIES AND ANY
7ONS IN ENC SED LETT
By . DGRO ,iNC.. GATE
ADD BAR
REINFORCING DIAGRAM
WHEN . _ ..._
ADD (2) 14 BARS
OR (2) 15 BARS
PER FOOT.
EVENLY SPACED.
POOL TO BE TIED
W/ #3 BARS 0
12" O.C. VERT.
do HORIZONTAL
THROUGHOUT.
_.. SPECIFIED
ADD (3) #4 BARS
OR (3) 15 BARS
PER FOOT.
EVENLY SPACED.
J.
zZ
og
(n U !1
wg
Z a ZO
Z Z L.) U
w o Z
Y — re
�z oLn
3 o N -�
} W p
w a
oZ mo
oW
ow �Q
a� �z
>Q a�
zzr,cn
aN
(n —
60 P.C.F. ;
L #602
BOND BEAM PER
FOR BEACH ENTRY STANDARD STRUCTURAL
CONFIGURATION PLAN, DETAIL 11 do 112
SEE NOTES.
A
a ILII
-III
(- ' 18" MIN. INTO
UNDISTURBED
Q • SOIL OR 9OX
Q °.-o COMPACTED FILL
Q Q Q
SEE. STANDARD POOL STRUCTURAL PLAN —�
OR APPROPRIATE DETAIL FOR
REINFORCEMENT AND GUNITE THICKNESS. BEACH ENTRY
NO SCALE ~
THE FOLLOWING ARE NOT CODE REQUIREMENTS BUT RECOMMENDATIONS ON VOLUNTARY COMPLIANCE BASED ON RECOMMENDATIONS
PUBLISHED IN AMERICAN NATIONAL STANDARD FOR RESIDENTIAL
IN -GROUND SWIMMING POOLS PUBLISHED
BY AMERICAN NATIONAL
STANDARD INSTITUTE AND THE NATIONAL SPA k POOL INSTITUTE.
Q 4
1. SLOPING ENTRIES USED AS POOL ENTRANCE SHALL
A. TREADS SHALL HAVE A MINIMUM UNOBSTRUCTED
D. THE VERTICAL DISTANCE FROM THE POOL
NOT EXCEED 1 foot IN 7 feet (30 cm: 213 cm)
HORIZONTAL DEPTH OF 10 inches (254 cm)
COPING, DECK, OR STEP SURFACE TO THE
SLOPE.
AND A MINIMUM UNOBSTRUCTED SURFACE AREA
UPPERMOST TREAD SHALL BE A MAXIMUM OF
2. SLOPING ENTRIES ARE PERMITTED TO BE USED IN
OF 240 square inches (1,548 Cm' ).
12 inches (305 mm).
CONJUNCTION WITH STEPS AND BENCHES.
B. WHEN STAIRS ARE EQUIPPED WITH A HANDRAIL,
E. WHEN STAIRS ARE LOCATED IN WATER DEPTH
3. WHERE BENCHES ARE USED IN CONJUNCTION WITH
TREADS SHALL HAVE A MINIMUM UNOBSTRUCTED
OVER 48 inches (1.20 m), THE LOWEST TREAD
SLOPE ENTRIES, THE VERTICAL RISER DISTANCE
HORIZONTAL DEPTH OF 8 inches (203 mm) AND
SHALL BE NO LESS THAN 48 inches (1.20 m)
SHALL NOT EXCEED 12 inches (305 cm). FOR
A MINIMUM UNOBSTRUCTED SURFACE AREA OF
BELOW THE DECK AND SHALL BE RECESSED
STEPS USED IN CONJUNCTION WITH SLOPE
240 square inches (1,548 crr? ).
OUTSIDE THE WALL OF THE POOL.
ENTRIES, ALL OF THE FOLLOWING REQUIREMENTS
C. ALL RISERS AT THE CENTERLINE, EXCEPT FOR
F. THE BOTTOM RISER HEIGHT IS ALLOWED TO
SHALL APPLY:
THE BOTTOM RISER SHALL HAVE A MAXIMUM
VARY TO THE FLOOR.
UNIFORM HEIGHT OF 12 inches (305 mm).
a
STANDARD STRUCTURAL
PLAN, DETAIL 11 do 112
Q 4
L
SEE APPROPRIATE DETAIL
FOR REINFORCEMENT AND
GUNITE THICKNESS.
U
18" MIN. LAP. —
d I • d
KEY DEPTH AS NEEDED a
TO PROVIDE REQUIRED o
DISTANCE TO DAYLIGHT.
VERTICAL STEEL REINFORCING Y
KEY SPECIFICATION
NEAR DOWNSLOPE C
aI '
3" I
EYP.
. 12" to 18"
AS NEEDED FOR
STEEL INSTALLATION
14 BARS 0 12" O.C.
HORIZONTAL EACH WAY
(2 BARS MINIMUM). .
14 BARS 0 12" O.C.
VERTICAL
FOR BEACH ENTRY
CONFIGURATION
SEE NOTES.
SEE APPROPRIATE DETAIL
FOR REINFORCEMENT AND
GUNITE THICKNESS.
4. A VERTICAL DROP EXCEEDING 12 inches (305 mm)
INSIDE A SLOPING ENTRY SHALL BE PROTECTED BY
A HANDRAIL.
5. ARCHITECTURAL FEATURES SUCH AS BEACH SLOPES
AND BEAMS ARE NOT REQUIRED TO COMPLY WITH
THE 1 foot IN 7 feet (30 cm: 213 cm) SLOPE
UNLESS USED AS AN ENTRANCE FEATURE.
6. BEACH AND SLOPING ENTRIES SURFACES SHALL BE
OF SUP—RESISTANT MATERIALS.
v
e
REVIEWED BY C0NSULTANT
FOR CODE COMPLIANCE
THESE PLANS AND SUPPORTING DOCUMENTATION HAVE
BEEN KMEwED AND FOUND TO SHOW COMPIUWCE WITH
THE CALIFORNIA BUILDING COOE AS ADOPTED BY THIS
JURISDICTIOK ISSUANCE OF A BUILDING • PERMIT BASED
UpO S IS REOOMMENDED SUBJECT TO
AL
J"ll APPLICABLE AGEttGES AND ANY
BOND BEAM PER
STANDARD STRUCTURAL
PLAN, DETAIL 11 do 112
L
a' BED SOIL
MIN.
PALUE
7
�
O
IST 0 DAYLIGHT — 'Qcn
" MIN., 20'-0" MAX)
ORER SOILS REPORT.
BEACH ENTRY NEAR DOWNSLOPE B
NO SCALE
J.
DATE: • 07/27/06
CITll�
BUILn �p�OVP,ENI
SEP 0 7 2006 FO CONSTRU u'V
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DETAIL
ETAI L #667
SEE STANDARD POOL STRUCTURAL PLAN OR
APPROPRIATE DETAIL FOR REINFORCEMENT AND
GUNITE THICKNESS.
POOL FLOOR THICKNESS
MAY VARY TO ACHIEVE
DESIRED WATER DEPTH.
SEE STANDARD POOL STRUCTURAL PLAN
OR APPROPRIATE DETAIL FOR
REINFORCEMENT AND GUNITE THICKNESS.
6
SEE STANDARD POOL STRUCTURAL PLAN
OR APPROPRIATE DETAIL FOR
REINFORCEMENT AND GUNITE THICKNESS.
POOL FLOOR THICKNESS
MAY VARY TO ACHIEVE
DESIRED WATER DEPTH.
8
v
rAl
UNDISTURBED SOIL
1,000 PSF MIN.
BEARING VALUE
BOND BEAM PER
STANDARD STRUCTURAL
PLAN, DETAIL #1 & 112
18" MIN. INTO
UNDISTURBED
SOIL OR 90%
COMPACTED FILL
SHALLOW POOL. SHELF OR FOUNTAIN
BOND BEAM PER
STANDARD STRUCTURAL
PLAN, DETAIL III i & 1112
° a
v SOIL
° PSF MIN.
I VALUE
Fq OL , INC.
\ DISTANCE TO DAYLIGHT - 'Q'
'Q' = h/6 (10'-0' MIN., 20'-0' MAX.)
OR PER SOILS REPORT.=
C
SHALLOW POOL, SHELF OR FOUNTAIN NEAR DOWNSLOPE
18' MIN. 'LAP.
SEE STANDARD POOL STRUCTURA17
PLAN OR APPROPRIATE DETAIL FOR
REINFORCEMENT AND GUNITE
THICKNESS.
18' MIN. LAP.
KEY DEPTH AS NEEDED
TO PROVIDE REQUIRED
DISTANCE TO DAYLIGHT.
VERTICAL STEEL REINFORCING
REVIEWED BY CONSULTANT
FOR CODE COMPLIANCE
THESE PLANS AND SUPPORTING DOCUMENTATION HAVE
BEEN REVIEWED AND FOUND TO SHOW COMPLIINCEWITH
THE CALIFORNIA BUILDING CODE AS ADOPTED BY THIS
JURISDICTION. ISSUANCE OF A BUILDING, PERMIT BASED
UPON THE PLANS IS RECOMMENDED.' SUBJECT TO
APPRO AL OTHE APPLICABLE AGENCIES AND Aid
C TED / ENCLOSED ,I I ER /I / w
By
❑1
v
v
3* CLR.
TYP.
14 BARS 0 12* O.C.
VERTICAL.
14 BARS 0 12' O.C.
HORIZONTAL EACH WAY
(2 BARS MINIMUM).
4 12' to 18'
AS NEEDED FOR
STEEL INSTALLATION
KEY SPECIFICATION C
NEAR DOWNSLOPE
STANDARD POOL STRUCTURAL PIAN, STRUCTURAL
NOTE f 1 IS REPEATED HERE FOR 0IPHASiS:
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1,000 P.S.F.
CONCRETE SHALL BE PLACED AGANST UNDISTURBED SOIL OR
BUILDING DEPARTMENT APPROVED 90% COMPACT FILL THIS
' PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFER-
ENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER
POOL. SUCH AS CUT -FILL TRANSITIONS.
SAY 107 2006
CI
BUI
Pspp2tbvWTl LF 0
LEVEL GRADE & DOWN
BY
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