BPOL2019-0124`� QuIRZ VOICE (760) 777-7125
78-495 CALLE TAMPICO c&ht D LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 6/20/2019
Permit Type/Subtype: POOL/PRIVATE Owner:
Application Number: BPOL2019-0124 SALVATORE & SHANNON BOMMARITO
Property Address: 78416 VIA PAVION 78416 VIA PAVION
APN: 604590018 LA QUINTA, CA 92253
Application Description: BOMMARITO / WATER FEATURE AND 17LF WALL
Property Zoning:
Application Valuation: $2,500.00
Applicant: Contractor:
CERDA STEEL INC DBA CERDAS POOL CONSTRU D
CERDA STEEL INC DBA CERDAS POOL CONSTRUC
52212 CALLE EMPALME 52212 CALLE EMPALME
COACHELLA, CA 92236 JUN 2 0 2019 COACHELLA, CA 92236
CITY OF LAQUlNTA (760)250-6249
Llc. No.: 1027453
DESIGN & DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9
{commencing with Section 7000) of Division 3 of the Business and Professions Code, and
my License is in full force and effect.
License Class: C53 License No.: 1027453
Date: �' Za`j 01 Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair any
structure, prior to its issuance, also requires the applicant for the permit to file a signed
statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business
and Professions Code) or that he or she is exempt therefrom and the basis for the
alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) ],as owner of the property, or my employees with wages as their sole .
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that he
or she did not build or improve for the purpose of sale.).
(_) 1, as owner of the property, am exclusively contracting with licensed contractors to
construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State
License Law does not apply to an owner of property who builds or improves thereon,
and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractors' State License Law.).
(_) I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
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
ofthe wor� for which this permit is issued.
J 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 COMPENSATION INSURANCE FUND Policy Number:9224504
1 certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions.
6 ZJ-/mil
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($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 Building Official 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 ofthis permit.
2. Any permit issued as a result of this application becomes null and void if work is not
commenced within 180 days from date of issuance of such permit, or cessation of work
for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the above -
mentioned property for inspection purposes.
Date: _ Z-0— / Signature (Applicant or Agent):
Date: 6/20/2019
Application Number:
BPOL2019-0124
Property Address:
78416 VIA PAVION
APN:
604590018
Application Description:
BOMMARITO / WATER FEATURE AND 17LF WALL
Property Zoning:
Application Valuation:
$2,500.00
Applicant:
CERDA STEEL INC DBA CERDAS POOL CONSTRUC
52212 CALLE EMPALME
COACHELLA, CA 92236
Owner:
SALVATORE & SHANNON BOMMARITO
78416 VIA PAVION
LA QUINTA, CA 92253
Contractor:
CERDA STEEL INC DBA CERDAS POOL CONSTRUC
52212 CALLE EMPALME
COACHELLA, CA 92236
(760)250-6249
Llc. No.: 1027453
Detail: WATER FEATURE AT REAR YARD [POOL ENGINEERING INC.] NEW EQUIPMENT MUST BE LOCATED IN AN APPROVED LOCATION EITHER WITHIN
THE REAR YARD SETBACK OR 5' MINIMUM FROM THE SIDE P/L--FIELD VERIFY. THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. ALARMS AND
BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. SPECIAL INSPECTION REPORT REQUIRED AT PRE PLASTER. 2016 CALIFORNIA
BUILDING CODE
DESCRIPTION
ACCOUNT I CITY I AMOUNT
BSAS SB1473 FEE I 101-0000-20306 I 0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WATER FEATURE
101-0000-42404
0
$200.12
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WATER FEATURE PC
101-0000-42600
0
$101.40
Total Paid for POOL / SPA: $301.52
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
c4a Qa�tra
(Al N.'ORNIA --
Project Address:�r�
APN #:
Applicant Name:
Address: l yin,
City, ST, Zip:
Telephone:
Email: GJ�pOY�n'mac�o�S�Q� l�G��Co�('r�
ff0LZ0/?-0f1t/
rwJ LUL.H! lUIV:
Project Description:
Valuation of Project $ tZ Soo
Contractor Name: " ` -� New SFD Construction:
Address: 1 Conditioned Space
City, St, Zip Garage
Telephone: Patio/Porch
Email: / 7 Fire Sprinklers
State Li City Bus Lic:
Architect/Engineer Name:
Address:
City, St, Zip
Telephone:
Email:
State Lic: City Bus Lic:
Property Owner's Name:
Address:
City, ST, Zip
Telephone:
Email:
Construction
Grading:
Bedrooms: I Stories:
SF
SF
SF
SF
Occupancy:
# Units:
New Commercial / Tenant Improvements:
Total Building SF
Construction Type: Occupancy:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
# I Submittal I Required Received
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
i Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
- MAIN DRAINS TO BE 3-APART WITH
OTC:
ANTI -COVERS 10" ASME/ANSI APPROVED
1 "ALL EQUIPMENT WILL SHALL BE SEISMICALLY
ANCHORED 12'X5SPAAT+O"
r. BA I41RE A7 •0'VK{y A;1]
2, MASONRY EQUIPMENT WALL SHALL 6E GUILT PER CITY �' Wli1iT1LC1"7'C.F ;O:G 3 =1:U TILE SPILLWAY
6 JETS AT RANDOM HEIGHTS
STANDARD SPEGFIGATlONS
3. ALL 4Fl OUTLETS WILL 6E WEATHER AND TAMPER 2 EQUALIZER LINES — -- EASYTOUCH 4SC4C40 POOL I SPA
PROOF CONTROL IN SCG
A ALL OUTLETS SUPPLIED 13Y SINGLE-PHASE, 1,5A AND 4,'c) RAISED PLANTERS AT "24' V1TRI V MTE NEW AC LOCATION
20A, 125V OR 240V BRANCH GRCU IS FOR SWIMMING S'rUOLKD FiNISH'AT CRONII F,� — --
POOL PUMP MOTORS ARE REQUIRED TO HAVE GFG TANNING SHELF AT fi" W.D WITH
PROTECTION 2 UMBRELLA SLEEVE ROPERTY
5, PROVIDE 36" WORKING G_EARANGE FOR THE POOL
_ EQUIPMENT MOTORS ARE REQUIRED PAVER COPING T. B.D _ ALL AT.6W
POOL 5AFET1' 6ARRIER Iq• W 11
Eery ALARMS 18' X 10'-6" NEW ALUMNA WOOD PATIO — —
SELF -CLOSING ' -dde
5ELF-LATCHING DOORS -`i1i 11
---10'4P� ) ., 5 I I " D POOL EQUIPMENT WALL
AT54"HIGH
BUILT IN BBQ ISLAND AT+36" WITH 6"[-
OVERHANG CANTILEVER
I• I I . I PENTAIR 400.000 BTU LOW
_ II URA39 NOX HEATER
SPA TO 5E EQUIPPED WITH ANTI -ENTRAPMENT DEVICE (SEC 1404 FEDERAL 1" POLY-ETHELENE GAS LINE - ) _ --= 18'— I
SWIMMING POOL AND SPA DRAIN COVER STANDARD) WITH IO AWG YELLOW TRACER r I ' -24 I PENTAIR 3050 VARIABLE SPEED
PUMP
5- - 1) WATER FEATURE 1 HP
115/23DV EE WHISPERFLO PUMP
10-3 SYFi�)• PENTAIR 42D SQ FT CLEAN
&CLEAR FILTER
1 I I
PROVIDE LOCATION OF ANTI-ENTRAPMENT/VORTEK COVERS MEETING
CURRENT STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND
MATERIALS (ASTM) OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS
( ASM4 IDENTIFY A MINIMUM 3 FEET SEPARATION BETWEEN ALL DRAINS
AND NOTE HYDRAULICALLY BALANCED
SAFETY FEATURES:
* ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN
SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)
ELECTRICAL;
EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE
GRADIENTS IN THE POOL AREA AS PER CEC ART. 680.26.
201 6 CALIFORNIA BUILDING CO DE (BASED ON 2015 IBC)
201 6 CALIFORNIA MECHANICAL CODE (BASED ON 2015 UMC)
201 6 CALIFORNIA PLUMBING CODE (BASED ON 2015 UPC),-.:.—,
201 6 CALIFORNIA ELECTRICAL CODE(BASEDON2014NEC)
201 6 CALIFORNIA ENERGY EFFICIENCY STANDARDS
GOVERNMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERGENCY, ANY PERSON
PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL
NOTIFICATION CENTER, AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN 14 CALENDAR
DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED
INSTALLATIONS OTHER THAN THE LINDERGROLIND FACILITIES OWNED OR OPERATED BY THE
EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WHIT WHITE PAINT OR
OTHER SUITABLE MARKING THE ARE T❑ BE E'KCAVATED
INSTALLATION OF POOL SYSTEMS AND EQUIPMENT WILL
COMPLY WITH SECTION 114—MANDATORY REQUIREMENTS
EXIT ALARMS TO BE INSTALLED ON ALL DOORS WITH
DIRECT ACCESS TO THE POOL
POOL HEATER, POOL EQUIPMENT SHALL BE INSTALLED
PER MANUFACTURE'S RECOMMENDATIONS AND IN
ACCORDANCE WITH LOCAL REGULATIONS
DRAWN BY
IT PLANIIE IRV
W, b
I L 14d41. E A519
Engixenng Inc
y],�I �1 O'Fl�s� erermnRgs rTq site phn
EXISTING
RESIDENCE
CITY OF
UNIA
BUILDIN
DI
ISION
REVIE
E
FOR
C
D
COM
IA
CE
DATER)2
BwY
1pf-I It
FUTURE 43
Know what's below.
clesign Call before you dig.
FUTURE POOLS & OUTDOORS
IS NOT RESPONSIBLE FOR
POOL CONSTRUCTION
U
l
GAS METER I I
ELECT PANEL
I
I
DRIVEWAY I I
r
#8 BONDING WIRE AROUND
THE POOL AND SPA
NEW SLIDING DOOR
1 AT POLY-ETHELENE GAS LINE
WITH 10 AWG YELLOW TRACER
CONDUIT AND GAS LINE SHALL BE 1 F
BELOW GRADE
V ELECTRICAL CONDUIT FOR 10 GAUGE
WIRING TO POOL EQUIPMENT
(NEW GATE) SHALL BE SELF -CLOSING AND SELF
LATCHING. ( LATCH TO BE 54' ABOVE GRADE) (54• AFF)
AND SHALL SWING OUTWARD AWAY FROM POOL / SPA
VIA PAVION N-
r — - —
i POOL SPECS
POOL SIZE 24' x 17
POOL SURFACE AREA 288 SOFT
POOL PERIMETER 72 LIN FT
SPA SPECS
SPA SIZE 12' x 5'
SPA SURFACE AREA 60 SQ FT
SPA PERIMETER 34 LIN FT
PLUMBING
POOL PUMP
PENTAIR INTELLIFLO VARIABLE SPEED
PUMP (3HP MAX)
FILTER PENTAIR CLEAN & CLEAR
420 SO FT FILTER
HEATER PENTAIR 40000OBTU
LOW NOX HEATER
CONTROL SYSTEM SCREEN LOGIC
SKIMMER DUALPORT
LIGHTS Rl PooI PE qlR LIGM
LII �PENPgIR LIGM
OWNER RESPON5113fL1TIE5:
A DETERMINE THE APPROPRIATE POOL OR SPA
ELEVATION AT TIME OF LAYOV ..
6: AGREE THAT SNOT RESPoNSI— FOR
UNDERGRON O NDTON5 OR 06JEOT5, ANY
DAMAGE TO.—, 51.E ALAS. DRNEWAYS. LAWNS
OR DINER REM$ IN THE AREA
G: WET DOWN COMOREfE SHELL AT LEASF ONCE DAILY
rae 1q*�r vqn AmR n wlrw.ce
D POOL CALI LPINa ATWN5U6lECT TO ACCEPFANc
OF LOCAL WILDING DEPARTMENT
E: FlLL POOL IMMEDIATELY AfYER PE66LE OR PLATER
( wuow m�mxucnoNs!
F OWNCR APPROVES PLAN POOL AND EQUIPMENT
IOf.ATMNS Al. HAS READ THE RETPoN5161LITIES AN
NOTICE A—
DAl£�
RESIDENCE INFO
78-416 VIA PAVION
LA QUINTA, CA 92253
BUILDER:
HOMEOWNER
BUILDER
PRQIEDf Snee•
POOL PLAN
115-2018
1/8" = V
CALCULATIONS
METHODOLOGY: RESISTING MOMENT:
7 = EQUIVALENT FLUID PRESSURE
RESISTING MOMENT ABOUT POINT A
RM =W,d, +Wzdz+... W,,d,,
07M = 3/6 y H3
d
Wl
WHERE y = 45 pcf
W2q-
NET MOM = OTM — RESIST. MOMENT
W3
fs = M(12 in/ft) _ fit (12)
= wt.
segment„
As j d As (0.987) d
�W„
W4of
FA(2) 12 in/ft
W 5 b
fc =
jkhd2
Mt (2)(12)
Web
< 1125 psi
(0.887)(0.339)(12) dz
(1/2) y H2
LOADING DIAGRAM:
VC_
(12 in/ft)) d
F4
,,, uz
17 P.L.F.
< 55 psi SEISMIC.
(2)(12)(0.887) d
f'c = 2,000 p.s.i.
Fs = 20,000 p.s.i. 1/3 STRESS
INCREASE
fc = 0.45 f'c = 1125 p.s.i. PER C.B.C..
Vc = 1.1 Ff Tc = 55 p.s.i.
y = 45 P.C.F. y = 45 P.C.F.
CASE 1 CASE 0
CALCULATION RESULTS:
6'-0" BLOCK WALL ON BOND BEAM
EXPANSIVE SOIL
EQUIVALENT FLUID PRESSURE = 45 P.C.F.
RESULTS FOR NO RAISED BOND BEAM WITH SEISMIC
DEPTH
D
SOIL
OTM
ft—#
LOAD
OTM
ft—#
SOIL
RM
ft—#
NET
Mom
t
VERTICAL
STEEL
fs
P.s,i.
fc
P.S.P.
vc
P.S.I.
2'-0"
60
1 510
74
496
5%"
#3 0 12"
25501
784
6.9
3'-0"
203
612
93
722 1
6%"
"
25558
640
7.7
3'-6"
322
663
104
881
6%"
#3 ® 6"
16035
598
9.5
4'-6"
683
765
163
1286
6X"
23412
873
14.0
5'-6"
1248
867
330
1785
7M"
24676
789
15.1
2060
969
687
2342
Blh"
"
26069
740
16.5
L6'-6"
7'-6"
3164
1071
1422
2813
9�%"
26185
674
18.1
IS'-6"
4606
1173
4493
1286
9%"
11971
308
22.8
RESULTS FOR 2'-6" MAX. RAISED BOND BEAM WITH SEISMIC
HEIGHT
H
SOIL
OTM
ft—#
LOAD
OTM
ft—#
SOIL
RM
ft—#
NET
Mom
t
VERTICAL
STEEL
fs
p.s.i,
fc
p.s.i.
.&
p.s.i.
2'-0"
60
510
74
496
5%"
#3 ® 12"
25501
784
6.9
3'-0"
203
612
93
722
6%*
25558
640
7.7
22
663
104
881
6�%'
#3 0 6"
16035
598
9.5
683
765
126
1323
6�%-
"
24081
898
14.0
248
867
151
1964
7"
#3 0 4"
20980
916
17.1
060
969
191
2838
7�/�"
#3 ®3"
20267
977
20.3
ET
164
1071
349
3886
8"
"
24726
1115
23.7
606
1173
710
5069
9"
add 2 #4
23646
1036
25.0
430
1275
1419
6286
10"
24788
987
26.3
682
1377
2948
7111
11"
24267
891
27.8
983
1428
6057
5353
11"
18269
671
30.4
VERTICAL STEEL
SEE TABLE 220.
(EXPANSIVE SOIL)
STANDARD BOND BEAM —fir
MAY BE PLACED 0 TOP
OF WALL or 0 WATERLINE
%
`UNDISTURBED SOIL
1500 PSF MIN.
3" CLR.
BEARING VALUE 7
T1'P.
'C' CONCRETE COVER TO
BE CHANGED UNIFORMLY.
SEE TABLE 220.
VERTICAL STEEL. J
SEE TABLE 220.
UNDISTURBED SOIL
1500 PSF MIN.
BEARING VALUE 7
EQ.
6" or 8" C.M.U. WALL �c
GROUT CELLS W/ REINFORCING. c'
#4 BARS 0 24" O.C., EA. WAY. co
ip
10
6" or 8" C.M.U. WALL
GROUT CELLS W/ REINFORCING.
#4 BARS 0 24" O.C., EA. WAY.
BOND BEAM PER STANDARD
TOP OF BOND BEAM
POOL STRUCTURAL PLAN,
(WALL W/ R.B.B.)
m
DETAIL #1 & #12.
DRAIN
24" MIN. LAP-
- HORIZONTAL STEEL X
m
#3 BARS ® 12" O.C.
8" C.M.U.
TYP, THROUGHOUT.
I'o
mto
x
SOLID GROUT ALL CELLS
!2"
W/ #4 BARS ® 24" O.C. HORIZ.
TOP OF BOND BEAM win
=
I & #4 BARS ® 24" O.0 VERT.
(STANDARD WALL)
WATERPROOFING
RECOMMENDED.
RECOMMENDED.
WATER LINE. J
cn
c- a
HORIZONTAL STEEL
#3 BARS ® 12" O.C.
TYP. THROUGHOUT.
SEE
TABLE 220 ITRANSITION WALL
'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. TO FLOOR STEEL
BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. & THICKNESS
(SEE STANDARD STRUCTURAL PLAN, DETAIL #2)
POOL
DEPTH
NO RAISED
BOND BEAM
REQ'D
TRANS.
D
C
VERTICAL
STEEL
0 to 2'0"
2%*'
#3 0 12"
2'-0"
2'-6"
3"
#3 0 6"
2'-0"
3'-0"
3%"
2'-0"
4'-0"
3%"
»
2'-0"
4'-6"
3%"
2'-0"
5'-6"
4%"
2'-0"
6'-6"
5%"
2'-0"
7'-6"
6%»
»
2'-0"
87 6"
6%'
TOTAL
HEIGHT
2'-6" MAX. R.B.B.
REQ'D
TRANS.
H
C
VERTICAL
STEEL
,D to 2'0"
2%"
#3 0 12"
2'-0"
2'-6"
3"
#3 0 6"
2'-0"
3'-0"
3%
"
2'-0"
4'-0"
3%
2'-0"
4'-6"
3%-
#3 0 4"
2'-0"
5'-0"
4"
2'-0"
5'-6"
4"
#3 0 3"
2'-0"
6'-0"
4"
2'-0"
6'-6"
4%'
2'-5"
7'-0"
4%"
2'--10"
7'-6"
5"
add 2 #4
2'-10"
8'-6"
5%"
2'-10"
9'-6"
6%'
"
2'-10" 1.
10'-0"
7%"
2'-10"
1l'-0"
7%"
2'-11"
w � Mrhar�+r�rvwvr
LAP VERT.
= STEEL 24"
a MIN. INTO
o POOL WALL.
HORIZONTAL
STEEL
#3 BARS
® 12" O.C.
BOND BEAM PER
= STANDARD POOL
3= STRUCTURAL PLAN,
CLR. DETAIL #1 & #12.
TOP OF POOL WALL
BASIC GRID
#3 BARS
0 12" O.C.
EACH WAY.
I VERTICAL REINFORCEMENT AS SPECIFIED
C.M.U. IN TABLE STARTS A DISTANCE 'D' OR 'H'
DOWN FROM TOP OF POOL WALL.
OPTION REINFORCEMENT OTHER THAN BASIC GRID
NEED NOT EXTEND TO TOP OF POOL
WALL. ADD BARS TO BE EQUALLY
SPACED BETWEEN BASIC GRID.
EQ.
%�l� 6" C.M.U. WALL.
�'V G T CELLS W/ REINFORCING.
�Q+ BARS 0 24" O.C. EA. WAY.
#4 BAR
CONT.
FOR USE ONLY AT
78416 Via P Vf n
La Quiota 4A 953
xp. 6/30121
if
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�Z pcn
Lj
3 o cn -J
W :D CD
O
J W
Z
O? mQ
w of
� O o
J Z
>a QI¢—
z cn
'
18" MIN. IN=I•::—!ILl
DATE: ---J
6 13 17 cn _
UNDISTURBED Q' I`-;
CALCS BY:
A.C.
SOIL OR 907
COMPACTED FILL. ^ rs
CHECKED BY:
R.L.L.
<-- SEE TABLE
STANDARD WALL
a
�
(3) S. POOL WALL 220 FOR
BARS.
WITH 6'-0"
BLOCK WALL ON BOND BEAM
2k
INFORMATION.
EXPANSIVE SOIL
m
0
a
2'-6" MAX.
EQUIVALENT FLUID PRESSURE = 45 P.C.F.
DETAIL #220
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