BPOL2016-003578-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
T,ieY'4"4Oulnfw
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BPOL2016-0035
Property Address:
48771 SAN VICENTE ST
APN:
646140003
Application Description:
GATES / POOL REMODEL- TANNING SHELF AND RAISE TANNING SHELF
Property Zoning:
'— cl�i
Application Valuation:
$18,000.00
Applicant:
PALOMAR POOLS
31775 ARBOL DEL SOL
THOUSAND PALMS, CA 92276
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.: 912619
Date: ^ rI l Y 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).:
() I, 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.).
(� 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.).
( I 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
Lender's
36
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: . 3/21/2016
Owner:
RANDY GATES_
48771 SAN VICENTE
n
LA QUINTA, CA 92253
$�
'— cl�i
Contractor:
PALOMAR POOLS
31775 ARBOL DEL SOL
THOUSANd'PALMS,'CA92276f
1,7i. •. ,
(760)774-7624
Llc. No.: 912619
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: Policy Number:
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 L bor Code, I shall forthwith
comply with those provi.i/si/ons.
Date: 2 ` rO 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 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 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.
Z_
Date:-!--? - Signature (Applicant or Agent)
DESCRIPTION
FINANCIAL INFORMATION
= :. ACCOUNT .QTY .
AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306 0
$1.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
$0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SWIMMING POOL/SPA
101-0000-42404
0
$181.29
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
SWIMMING POOL/SPA PC
101-0000-42600
0
$98.62 `
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for POOL / SPA:
TOTALS::0
$279.91
.$0.00
0.00
Description: GATES / POOL REMODEL- TANNING SHELF AND RAISE TANNING SHELF
Type: POOL Subtype: Status: APPROVED
Applied: 3/21/2016 SKH
Approved: 3/21/2016 SKH
Parcel No: 646140003 Site Address: 48771 SAN VICENTE ST LA QUINTA,CA 92253
Subdivision: LA QUINTA GOLF ESTATES 1 Block: Lot: 8
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $18,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
-
Details: POOL REMODEL - ADD TANNING SHELF AND RAISED SPA. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER
SPECIFICATIONS. ALARMS AND BARRIERS.REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING
CODE.
ADDITIONAL SITES
CHRONOLOGY
CONDITIONS
NAME TYPE .. NAME
x ADDRESSl - -
CONTACTS
_ CITY,.
STATE•
ZIP
=PHONE'E
FAX
EMAIL
APPLICANT PALOMAR POOLS
31775 ARBOL DEL SOL
THOUSAND
PALMS
CA
92276
CONTRACTOR PALOMAR POOLS
31775 ARBOL DEL SOL
THOUSAND
PALMS
CA
92276
OWNER RANDY GATES
48771 SAN VICENTE
LA QUINTA
CA
92253
FINANCIAL INFORMATION
Printed: Monday, March 21, 2016 2:26:26 PM 1 of 2
sysTerts
= _ ' Permit Details PERMIT NUMBER
_ s
-, City of La Quinta BPOL2 16
INSPECTIONS
ROND INFORMATION
Printed: Monday, March 21, 2016 2:26:26 PM 2 of 2 ,
SYS7Ei1AS
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY:
BY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
SWIMMING POOL/SPA
101-0000-42404
0.
$181.29
$0.00
SWIMMING POOL/SPA
101-0000-42600
0
$98.62
$0.00
PC
Total Paid for POOL / SPA:. $279.91 $0.00
illillillill'ILEUI 7 '11, 11
INSPECTIONS
ROND INFORMATION
Printed: Monday, March 21, 2016 2:26:26 PM 2 of 2 ,
SYS7Ei1AS
Bin # City of La Quinta
Building 8I Safety Division
Permit #78-495 Calle Tampico
�M� La Quinta, CA 92253 - (760) 777-7012
V Building Permit Application and Tracking Sheet
Project Address: " V� v•Ce Owrer'sName: n
A. P. Number.
Address:
Le al escri ption;
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City, ST, Zip: A C ✓� a
Contractor: 1
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Address:
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Project Descr;ptson;
City, ST, Zip:Cly
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Telephone:
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State L t, n: i
City.Lie. k
Arch., Engr., Designer:
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Address:
M.
City, ST, Zip:
Telephone: -
State L-sc. #:
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A fir' x
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Construction Type. Occupancy:.
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person , ��
�CL
Sq Ft
# Stoftes,
# Units.
Telephone # of Contact Person:
—
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
,
Truss Calcs,
Called Contact Person
Plan Check Balance
,
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2nd Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.A4.I.
H.O.A. Approval
Plans resubmitted
Grading
IN IIOUSE:-
Re.view, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P:
Pub, Wks. Appr
Date of permit issue
•
Total Permit Fccs
A
th&jqy!#jf
`)�ew BY OM DATE
77725 Enfield Lane, M30 REVISED
Palm Desert, CA 92211
(760) 772-4411 FAX (760) 772-4409
drpfly@aoLcom
PROJECT: PALOMAR POOLS
51-225 5lerra del Sol
Thousand Palms, CA
(160) 114-1624
GATES gye-12�
48-711I San Vicente PAGE
La auinta, GA 412253 _
OF5
012216
STRUCTURAL CALCULATIONS
1. DETAIL "A": Raise existing spa +16".
2. DETAIL "B": Add tanning shelf adjacent to existing pool at shallow and.
5. DETAIL "G": Add bench at existing pool deep end.
NO 501L5 REPORT PROVIDED. USE GBG TABLE 1806.2 FOR MINIMUM VALUES.
OWNER/CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE
OF UNDERLYING SOILS.
Soil Classification = Silty sand
Soil Bearing Pressure = 1500 PSF Continuous Footing
Equivalent Fluid Pressure = 55 PGF (Cantilever Wail, Level Backfill)
Equivalent Fluid Pressure = 55 PGF (Restrained Wali, Level Backfill)
Sliding Goefficlent = 0.25 (Passive + Dead Load)
Passive Pressure = 150 P5F/FT
f ` c = 2500 PSI 28 -Day Comp. Strength, Type 2 Gement, 050 Water/Gement Ratio
WT = 150 PGF
F y = 40 K51, Grade 40, A5TM A615, #3 BARS OR GREATER
W = 62.5 PGF AT
CITY OF LA QUINTA
111!�MDING & SAFETY PT.
APPROVED
FOR CONSTRUCTION
6 BY
/ I? FESS/p�
���2`SE Ft. PL`cCIX
,y p C•33446
EXP.Co-3o • off`
rqr CIVIL ��
l � F ne... 11 02/,
8
a
I
Q
ADD NEW TANNING LEDGE AREA AT 1041
it 1
0
EXISTING POOL
RAISE EXISTING SPA FROM 0" TO -+l 8"
s
tjw/ f J j r1,91 jp,(zt "k BY jai DATE GATES # 14 -1le
77725 Enfletd Lane, #130 REVISED 48-711I 9W Vfoente PAGE_'
Paim Desert, CA 92211 Lo Ovinto, GA '122"
(760) 772-4411 FAX (760) 772-4409 OF_
PROJECT: PALOMAR POOLS
51-225 Sierra del Sol
Thousand Palms, GA • 0122'16
(?60) 'T74-1624
2-03 BARS 12"s3
DOWELS 12"
HORIZ. (TYP)
AT 12" O.G.
(TYP)
�p NEW RAISED a
5PA .
e�..t
FIN. GRADE
..�:
-
xx
Q
DOWEL s5 BARi
INTO EX. POOL��\j a
X
WALL, 4" EMBED. L .
WITH ,moi.,, . . . ,
..-I I
o
51MPSON SET-XP�a
�
EPDXY ADHESIVE>
ICG-ESR-25ob��\/�\\
SP. INSP. /
L
EXISTING SPA
2012 Int'I Building Code
2015 California Building Code
. NEW
SPILLWAY
s3 DOWELS AT 12" O.G. (TYP)
EXISTING POOL
a
Q
N
N
X
W
CONCRETE (GUNITE)
f' c = 2500 P51 213 -Day Compressive Strength
STEEL
F 9 = 40 KSI, Grade 40, A5TM A615
MIN. LAP s5 = 15"
AIDD RA 15ED BCNID BEAM AT EX 15TI N(5 SFA A
P
t" "& f�ycwe bauYPw BY W DATE 6ATE5 syd-l"
77725 Enfield Lane, #130 REVISED 48-781 Son VkontO
PAGE
Palm Desert, CA 92211
La aulnta, GA 82255
(760) 772-4411 FAX (760).772-4409 OF�_
CLIENT: PALOMAR POOLS
51-225 51orro del Sol
Thousand Palms, GA 82276
('7(o0) '7'74- 7624
2012 Int'I Building Coda
2015 California Building Coda
*3 BARS HORIZ.
AT 12" O.G.
EACH WAY (TYP)
WATER
p SURFACE —
EXISTING POOL
GLR.
DEMO POOL WALL
\\j/\j\\/\\j\\j\\j\\j/\ice/\\j///\\j\\j\\j/\\j\ •
/\ j�//\//\//
j\\\�\jI\j\\j�
ADD TANNING /\/\/\//\//\//\//\//\//\//\// //\ ;� �•
SHELF AND 5TEP5�\\/•� ,� •� •� •� •��\\/\\j\ \\j �` • ° e:
/��/��/�//\: 3 DON�1.5
�12" VERT. (TYPJ;
(ICG-ESR-2508)%i�//////i\i�
SPECIAL I N5P. REO V !
MIN. LAP: #5 BAR = 18"
STEEL: N = 40 KSI ASTM A615
CONCRETE: PC, = 2500 PSI AT 25 DAYS 50ALE: 1//2" = 1'-0"
NEW TANNING 5HELF AT 5HALLOW END POOL -1 a
w/ ftyaig, but tye*k BYpBe 0 1(04
77725 Enfield Lane, #130 REVISED 48-ii
POOL SPECS
PM DEM:
AMY AND RANDY
48-771 SAN VICENTE
LA QUINTA
1/8"=1' SCALE
LW--, M.31 -".W"21.2016
SCHEDULE "A"
WALL
VERT.
VERT.
THICKNESS
STEEL
DEPTH
#3'S AT
6" O.C.
SPACING
IN FEET
6"
#3
0'
z TOP OF SLOPE
-
AT 12"
#3 HORIZ. AT
12 " O.C. (TYP.)
6
#3
I'
N I
AT 12..
51
6
#3
2.
L- ..-
AT 12"
#3 VERT. AT
6
#3
3
#3'S AT
4" O.C.
AT 12"
I/4" PER f'-0"
F
6
#3
4'
#3 AT 6" O.C.
AT 12"
"R
8
#3
5 ,
Al 6.,
WATER SURFACE
8
#3
6'
#3 VERT. AT 6" O.C.
AT 6..
-
10"
O
E
�
7'
TRANSITION
A
12"
I I"
#3
8'
/
A „
i<
-
z
12"
3'
FIN. GRADE
z o
3,
#3'S AT
6" O.C.
�
3" CLR
SCHEDULE - I
12"
X_ z
2'
z TOP OF SLOPE
-
o
#3 HORIZ. AT
12 " O.C. (TYP.)
RADIUS SCHEDULE
(\J �
3" CLR
N I
3-#3 BARS
51
GUNITE SURFACE
F_ (3
SLOPE 1/8" TO
L- ..-
+ TYPICAL BOND BEAM STEEL
#3 VERT. AT
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3'S AT
4" O.C.
#3'S AT
4" O.C.
"' Q `�
I/4" PER f'-0"
F
4' O.C. (TYP.)
"'
'NEW' FILL�j
#3 AT 6" O.C.
POOL
"R
#3 VERT. AT
-
A
Y� H/6 OR -III
WATER SURFACE
4' O.C. (TYP.)
� �
DEPTH
#3 VERT. AT 6" O.C.
7 -FT. MINIMUM DIST.-1 TGE OF
'S AT "X" TO DAYLIGHT AT - S OPE
-
a•�
� �� ,�� • •
O
E
�
.,
TRANSITION
12" O.C. HORIZ. DESCENDING SLOPE
12"
�
w
. • .`
/
(TYP.) -III-
i<
-
3 �i\/\/\ f.. ;",
-
#3 HORIZ. AT 12" O.C.
VERTICAL STEEL: X -BARS INSIDE FACE
N
#3'S AT 12" \\
O.C. E. VN.
Q
(TYP.)
\\, '
/. / . /, /, /�
_3" CLR.
D E 2' S' WIDTH OF KEY
FOR POOL 2' TO 5' DEEP
#3'S VERT. AT
6„
_J
w
�_#5
VERT. BARS PER SCHED. "A"
-,�
-
5'_6„
2 -0,
3" CLR.
#3 HORIZ. BARS AT 12" O.C.
o
b'-0"
2'-6"
-
HROIIGHOUT
Lu
OR AS REQ'D BY CITY
-6"
3'-0"
SEE DEY1G N0TEY
STOP EXTRA STEEL
cn
-Ttr
7'-0"
3'-6"
COMPACTED SOIL
Ji
(n
7'-6"
4'-0"
--
-
8'-0"
4'-6..
WALL THICKNESS TO BE -j
JG'
EL
--CHANCED-AUFORtU_Y -
��
P
8'-6"
0
-
#3 AT 12" O.C.
_
0
BOTH WAYS
IN POOL BOTTOM,
FOR POOL DEPTH 5 -FT. OR
-6REERBD3 SIE-fBAiPS PEf�-
SCHEDULE "A" AT LEFT
CENTER ALL STEEL
IN GUNITE
TYP. POOL REINFORCEMENT
18" MINI.
TRANSITION
12"
POOL OR SPA
#3 VERT. AT 6" O.C.
X -BARS OUTSIDE FACE
INSIDE FACE
3..
D 3" CLR. E
#3 TIES AT TOP
AND 130TTOM
OF POOIL WALL
12" 1 VARIES 1 12"
1000#
PRE -CAST COPING MAX. CONC. DECKING
APPROVED MASTIC EXIST. HOUSE GENERAL NOTES
CONC. DECKING X EXPANSION JOINT SEALANT OR BLK. WALL
FIN. GRADE
CONC. DECK FOOTING I. THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING
SEE SCHEDULE 2 TYP. BOND BEAM W/ 3-#3 BARS POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION
WATER SURFACE ' \\ \\� BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE
i\ i\ i\ i\ i\ /\\i\ i, 3" CLR. o e . ; /'.// AWAY FROM POOL.
3-#3 TYP. BOND X z '\//\\//\\ \j\/\j� /, / /\
S,y BEAM #3 VERT. BARS AT 6° O.C. Q w> O/\//\/ �_ y\\/\\/\\/\ 1/2" X 3" FELT --� /\\ \` 2. REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE
(FOR DEEP END RAMP ONLY) =��• ' COMPACTED
RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE
o `" z / s \\ FOR TYPICAL WALL THICKNESS
a COMPACTED D #3 HORIZ. BARS AT 12" O.C. J m 'i�\/i�\/i (gyp o SOIL I`/' ° SEE DETAIL I APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE.
SOIL �4iLj� THROUGHOUT '� Q q w Cy 45 �L 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS, WELL -DRAINED,
U, w q� EXPANSION JOINT
N NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER
o ;�\�\ � ONE STORY HOUSE, c� w 3A
C.L Q OR GARAGE FOUNDATION, \ ALL DECKING ADJACENT TO
5" WALLS OR POOL CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CON
� STRUCTION.
OR 6 -FT. HIGH BLOCK WALL o OR PERMANENT STRUCTURES
1000 LB/FT MAX. LOAD �i�'L = SHALL BE SEPARATED BY A I/2" 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
VI) �� {. REE SCNE�' w c,\ 3" CLR. �; MIN. JOINT OF NON -EXPANSIVE, DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS.
C� w NON -POROUS FELT OR SIMILAR MATERIAL. 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT IS
PLACE ADD'L VERT. STEEL THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE
Q IN WALL IN ACCORDANCE '� a �,
\\ WITH SCHEDULE 2 JG' aJ" = SCHEDULE- 2 SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION.
6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN
`° 1�1. Q w
CD
#3 AT 6" O.C. VERT. -
k �t
BARS IN RADIUS 330 MAX. `..�.
SHALLOW OR DEEP END RAMP 18" MIN.
T BUILDING SURCHARGE
NOTE:
VERIFY DIRECTION OF
DAM WALL BEVEL WITH
WATER FEATURE
DESIGNER'S NOTES
AND DETAILS
CLR. 2' MIN
12"
3'
FIN. GRADE
MIN.
3,
#3'S AT
6" O.C.
�
3" CLR
WATER SURFACE
6"
2'
z TOP OF SLOPE
-
o
#3 HORIZ. AT
12 " O.C. (TYP.)
3" CLR
3" CLR. X
':
3" CLR
N I
Q.
51
#3'S AT
6" O.C.
#�3'S AT
6" O.C.
#3'S AT
4" O.C.
L- ..-
•
#3 VERT. AT
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3'S AT
4" O.C.
#3'S AT
4" O.C.
H
o
4' O.C. (TYP.)
12"
'NEW' FILL�j
#3 AT 6" O.C.
6" N w z � I � I
:;.°,,...:4.
�
#3 VERT. AT
-
A
Y� H/6 OR -III
```\`\`\/�\\/\\ #3 VERT. BARS /AT 12" O.C.
4' O.C. (TYP.)
� �
•
#3 VERT. AT 6" O.C.
7 -FT. MINIMUM DIST.-1 TGE OF
'S AT "X" TO DAYLIGHT AT - S OPE
-
a•�
� �� ,�� • •
O
E
�
.,
TRANSITION
12" O.C. HORIZ. DESCENDING SLOPE
12"
�
w
. • .`
/
(TYP.) -III-
3 �i\/\/\ f.. ;",
X
LE q
#3 HORIZ. AT 12" O.C.
VERTICAL STEEL: X -BARS INSIDE FACE
N
#3'S AT 12" \\
O.C. E. VN.
Q
(TYP.)
\\, '
/. / . /, /, /�
_3" CLR.
D E 2' S' WIDTH OF KEY
FOR POOL 2' TO 5' DEEP
#3'S VERT. AT
BLANK MEANS SPECIAL ENGINEERING REQ'D.
ELEVATED POOL WALK
WE
w
Li
w
O
O
EL
CONC. DECKING
12"
3'
FIN. GRADE
MIN.
3,
#3'S AT
6" O.C.
4
6'
WATER SURFACE
6"
2'
6..
4
#3'S AT
6" O.C.
#3'S AT
6" O.C.
3" CLR. X
':
4.
\/��
TYP. <
51
#3'S AT
6" O.C.
#�3'S AT
6" O.C.
#3'S AT
4" O.C.
#3 HORIZ. BARS AT
•
6,
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3'S AT
4" O.C.
#3'S AT
4" O.C.
BLANK MEANS SPECIAL ENGINEERING REQ'D.
ELEVATED POOL WALK
WE
w
Li
w
O
O
EL
CONC. DECKING
12"
3'
FIN. GRADE
MIN.
24"
5'
4
6'
WATER SURFACE
6"
2'
6..
3.
z
3-#3 BARS AT /
BOND BEAM
3" CLR. X
':
4.
\/��
TYP. <
x
#3 VERT. BARS AT 12" O.C.
-
Q
#3 HORIZ. BARS AT
•
t X w
NICHE
12" O.C. THROUGHOUT
6
10"
a<
°
8'
12"
'NEW' FILL�j
#3 AT 6" O.C.
9'
LIGHT
BOTH WAYS
NAT. GRADE.
A
AROUND NICHE
SECTION
```\`\`\/�\\/\\ #3 VERT. BARS /AT 12" O.C.
IN THE POOL WITHOUT SOIL SUPPORT PER SEC. 1808A.7.3. USE DETAIL #4 - ELEVATED POOL WALL.
I 18" MIN.
-
- LAP (TYP.)
-
-}r ��---
- RECESSED
LAP 24"
TRANSITION
LIGHT
12"
-
8 FILL ADJACENT TO POOL_
v -
SHALLOW END
N 6" O.C. TO 24" �..
ABOVE POOL #3 SAT 12 O.C.
BOTTOM ° ° EACH WAY (TYP.)
3" CLR
VARIES
INFINITY EDGE ,
3"0" TO WET ,
SURFACE OF POOL WALL
APPROVED SEAL 8
EXPANSION JOINT
STONE, PAVERS,
OR SOIL
i 12"
PRE -CAST COPING
3'-0" TO WET
SURFACE OF POOL WALL
15 LB. FELT OR
4 MIL. VISQUEEN
(SLIPSHEET) -�
MIN. WALL
12"
3'
24"
MIN.
24"
5'
4
6'
24"
6"
2'
6..
3.
z
#3 AT 4" O.C.
i\\
\� g
4.
NEC APPROVED
#3 AT 4" O.C.
co
-
CONDUITw
8"
FIN. GRADE
#3@6"
6" MIN.
t X w
NICHE
#3@4"
7,
10"
a<
#3@4"
8'
12"
RECESSED
#3 AT 6" O.C.
9'
LIGHT
BOTH WAYS
#4@4"
6" MIN.
AROUND NICHE
SECTION
```\`\`\/�\\/\\ #3 VERT. BARS /AT 12" O.C.
IN THE POOL WITHOUT SOIL SUPPORT PER SEC. 1808A.7.3. USE DETAIL #4 - ELEVATED POOL WALL.
I 18" MIN.
-
- LAP (TYP.)
-
-}r ��---
- RECESSED
LAP 24"
\ �
LIGHT
ELEVATION -
- NICHE
SECTION
AT (LIGHT BOX
iI/1J L
°
N 6" O.C. TO 24" �..
ABOVE POOL #3 SAT 12 O.C.
BOTTOM ° ° EACH WAY (TYP.)
3" CLR
VARIES
INFINITY EDGE ,
3"0" TO WET ,
SURFACE OF POOL WALL
APPROVED SEAL 8
EXPANSION JOINT
STONE, PAVERS,
OR SOIL
i 12"
PRE -CAST COPING
3'-0" TO WET
SURFACE OF POOL WALL
15 LB. FELT OR
4 MIL. VISQUEEN
(SLIPSHEET) -�
MIN. WALL
VERT.
3'
24"
4'
24"
5'
24"
6'
24"
N 6" O.C. TO 24" �..
ABOVE POOL #3 SAT 12 O.C.
BOTTOM ° ° EACH WAY (TYP.)
3" CLR
VARIES
INFINITY EDGE ,
3"0" TO WET ,
SURFACE OF POOL WALL
APPROVED SEAL 8
EXPANSION JOINT
STONE, PAVERS,
OR SOIL
i 12"
PRE -CAST COPING
3'-0" TO WET
SURFACE OF POOL WALL
15 LB. FELT OR
4 MIL. VISQUEEN
(SLIPSHEET) -�
MIN. WALL
VERT.
THICKNESS
DEPTH
STL. SPCG.
IN FEET
6"
0'
6"
I'
6"
2'
6..
3.
6"
#3 AT 4" O.C.
#3@6"
4.
6"
#3 AT 4" O.C.
#3@6"
5'
8"
FIN. GRADE
#3@6"
6'
10"
NICHE
#3@4"
7,
10"
#3@4"
8'
12"
/ w z
''��
#4@6"
9'
13"
IF IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WATER
#4@4"
10,
LEVEL BOND
VERTICAL STEEL REQ'D FOR SURCHARGE LOAD
DEPTH
X
3' TO 5'
5' TO 7'
7' TO 8'-6"
3'-0" MIN.
#3 AT 4" O.C.
#3 AT 3" O.C.
#4 AT 3" O.C.
4'-0" MIN.
-
#3 AT 3" O.C.
#4 AT 3" O.C.
5'-0" MIN.
Q
#3 AT 4" O.C.
#4 AT 4" O.C.
6'-0" MIN.
AROUND
#3 AT 4" O.C.
#4 AT 4" O.C.
A SOILS REPORT.
7. THE STANDARD POOL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS
INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, GAS PIPING, FENCING, AND CONCRETE
DECKING.
8. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING
CONDITIONS APPLY PER CBC FIGURE 1808A.7.1 FOR STRUCTURES LOCATED CLOSE TO
THE TOP OF SLOPE.
ANSITI N 3 EUUBLANK MEANS NO SPEC IAL THICKNESS OR D' DEEPTAH ORLO H/2. 'X'
REINF. REQUIRED. _ (GREATER DIST.
-1 I- CONTROLS)
SPECIAL EP�1G I =1 -II -
PRE -CAST COPING NEERING REQ D
DI
D2
3'-0"
IIIIIIII
FOR RAISED PLANTER
4'-0"
4"
4"
5'-0"
VERT.
4"
48" SQ.
CONC. DECKING
Q
SLOP,F TO DRAIN
2-#3 BOND BM.
DEPTH
AROUND
DOES NOT APPLY IF 'Q'
- z
MIN. THICKNESS
IN FEET
FIN. GRADE
IS GREATER THAN 20' H/3 II111111111=III=
NICHE
WATER SURFACE0
STEEL REINF.
Lu
�III-III-
"X"
/ w z
''��
/ /
SCHEDULE - 3
IF IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WATER
3-#3 TYP.
BOND\ ! m WATER
CO
SECTION
```\`\`\/�\\/\\ #3 VERT. BARS /AT 12" O.C.
IN THE POOL WITHOUT SOIL SUPPORT PER SEC. 1808A.7.3. USE DETAIL #4 - ELEVATED POOL WALL.
_BEAM SURFACE 3-#3 TYP. ,//�\ #3 HORIZ. BARS AT 12" O.C.
/ - - `0 BOND BEAM 6 THROUGHOUT
= w 2' - -
#3 VERT. BARS AT 12" O.C.
L COMPACTED -- - 1 0
6" MIN. w = 3.
'NEW' FILL TYP_
SOIL THK. o u .,
1 0
3" CLR #3 HORIZ. BARS AT 12" O.C. w 4'
THROUGHOUT w
POOL
DEPTH
'H'
DI
D2
3'-0"
6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF
POURING DECK
4'-0"
4"
4"
5'-0"
4"
4"
48" SQ.
7"
5"
SOIL CONDITIONS
I. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF.
2. EQUIVALENT FLUID PRESSURE = 35 PCF MAXIMUM.
3. RAISED PLANTERS LOCATED ADJACENT TO THE POOL WALL EXERT A SURCHARGE LOAD ON
THE POOL STRUCTURE THAT EXCEEDS 35 PCF. SPECIAL ENGINEERING IS REQUIRED FOR
THESE CONDITIONS.
4. WHEN GROUNDWATER IS ENCOUNTERED DURING EXCAVATION OR WHEN THE POOL DEPTH
EXCEEDS T
STOP FIRST ADD'L HE LOCAW
L ATER TABLE,/A , HYDROSTATIC RELIEF VALVE IS REQUIRED IN THE
5 --SEF S DEEPEST LOCATION OF THE POOL.
VERT. STEEL- - NAT. GRADE 33° 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL
ATACE 4" O C. #3 BAR N z 6 �x\\%� STRUCTURE AND PROVIDE 2.0% MINIMUM SURFACE RUNOFF.
STOP SECOND ADD' - �- �#4-BAR-AT 6" O.C. �� *6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A
VERT. STEEL
-E
SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING
� PER TABLE AT LEFT 7' SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION
KEEPY-CLEAR FROM ° ° CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASSIVE
PLACE FIRST ADDT #3 BAR �� <c, EARTH -SIDE FACE OF WALL. 8' - o o TYP. POOL BOTTOM LATERAL PRESSURE, AND EQUIVALENT FLUID PRESSURE.
AT 12" O.C. AS SHOWN STEEL SPECIFICATIONS
#3 AT 12" O.C. EXTRA •
�_. TYP. POOL BOTTOM VERT. STL. IN RADIUS I. REINFORCING BARS: ASTM A-615, GRADE 40, FY= 40 KSI.
_ ~ 18" MIN. 2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 "
BAR = ISLAP MIN.).
w J'p • 3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN
qFILL ADJACENT TO POOL -DEEP END TRANSITION 3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH.
�
�' a- Q 18" MIN. 7 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2".
RAISED BOND BEAM TRANSITION
GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE)
I. MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS: F'C = 2500 PSI.
2. GUNITE MUST BE IN CONFORMANCE WITH CBC AND IBC SEC. 1913.
3. CEMENT SHALL CONFORM TO ASTM C-150.
4. IN AREAS WITH MORE THAN 0.2 % SULFATE CONTENT, USE TYPE V PORTLAND CEMENT,
CONSTRUCTION CODES F'C = 4500 PSI, AND A 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS
DIRECTED BY LOCAL BUILDING CODES.
BUILDING AND SAFETY: 5. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS.
IBC 2012 CBC 2013 SEC 3109 C
BEAM WITH
GROUT BEFORE
4.,
"P"
PAD SIZE "W"
AND HAPTER 318
IRC 2012, CRC 2013, CHAPTERS I, 2, 3, 7, AND 8
6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF
POURING DECK
9" MIN. THICKNESS
36" SQ.
INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC 2012)
SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS.
DECK
DECK OR CAP I IZ" #3 VERT. BARS 6" MIN. USE DOUBLE CURTAIN
48" SQ.
CONCRETE (GUNITE OR SHOTCRETE):
7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED
.
777
j
2-#3 BOND BM.
EA 12" O.C. DECK 2-#3 BOND BM. FOR WALL GTR. THAN 9"
EACH FACE OR CA
AROUND
ACI 318 -II
STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: ISPSC 2012, CHAPTER 8
PRIOR TO PLACEMENT OF GUNITE.
8 G
UNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT
NC. STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: ISPSC 2012, CHAPTER 9 APPROVED 90% COMPACTED FILL.
�° � � � ---� SLAB WATER SURFACE � `
/\/\/\ \/ /\ - Q '\\/\ #3 HORIZ. Q PLASTER: NATIONAL PLASTERERS COUNCIL (NPC), TECHNICAL MANUAL, REVISED 2011
TILE \\j/\\j/\\j/ \ \\j MASTIC FIN. oO 0 3" \\ < DECKING RECOMMENDATIONS
3-#3 BARS BONDING�i� \ �\ j . �° SURFACE 18 N SPA /\\\ 18" = BARS @ 12" O.C. 3 STANDARD FOR PUBLIC SPAS: 012, C DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
ISPSC 2 CHAPTER 5 I DE
AT BOND BEAM #3 BARS \\ \ °�• 3 3 �" #3 AT 6" O.C. 3" N STANDARD FOR PUBLIC SWIMMING POOLS: ISPSC 2012 CHAPTER 4
\ \ � / • •//j � TILE /�\�\\/\
VERT. STEEL AT ° CLR. DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION.
PLASTER AT 12" O.C. .\\ \ \ /\\/ AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE
#3 VERT. BARS % / STRAIGHT WALL THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION.
EACH WAY \\ \�. \ 3-#3 BARS �/ \\ _ _ ANSI/APSP-7 2006
j AT 12" O.C. \�j�/� j °� ao ° 'e 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE
MIN. #8 AWG SOLID OR �`\� `C`� \\\ �� SPA •' CURRENT INDUSTRY PRACTICES PER THE ASSOICIATION OF POOL &SPA PROFESSIONALS
6" X 6" / 10 GA. !//jr� �' b� 3 POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF.
COPPER BOND CONDUCTOR S �j a
Z (APSP) (703) 838-0083 (WWW.APSP.ORG) 3 EXPANSION JOINTS
ATTACHED TO #8 AWG COPPER
W.W.F. OR �.. v' ///\ �� . � .'�•` . .. � � .
#8 AWG BARE COPPER WIRE a PLASTER
GRID AT MIN. (4) POINTS. CONDUCTOR SHALL
FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. GRID AT 12" O.C. EACH WAY
9 COPING, STONE, PAVERS, OR SOIL 10 TYPICAL CANTILEVER DECK
BONDING GRID REQUIREMENTS FOR PAVED AND UNPAVED SURFACES:
POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN ACCORDANCE
WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED
IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL
OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS UNIFORMLY SPACED AROUND
THE PERIMETER OF THE POOL.
"P" BOULDER WT.
6" (MAX. WT. = 185 PCF)
J
6" ` N
#3 BARN AT 6" / 12" w co
2-#3 /
BARS
"P"
PAD SIZE "W"
�• :� °:
BEND BOND
BEAM STEEL
O.C. EA. WAY'-' ter,
PAD SIZE ..W.' a.
777#
36" SQ.
12"
J
Q
~
2609#
48" SQ.
12"
\/
j/
.
777
j
j
,.
/�/�\-
AROUND
�,•°:
fig"
MIN. THICKNESS
�
0-
w
NICHE
,.
STEEL REINF.
Lu
6" MIN.
"X" BARS
o
CO
SECTION
3" CLR.
-
O
LAP 24"
O
=
°•
POOL
°
18" LAP
FLR.
-
cv
-'
n
\\, '
/. / . /, /, /�
_3" CLR.
FOR POOL 2' TO 5' DEEP
TARI F I
C2-#3 BARS
-,ad PLAN
SKIMMER NICHE DETAIL
C 14
BOULDER SIZE
"P"
PAD SIZE "W"
"D"
STEEL "X" BARS
24" DIAM.
777#
36" SQ.
12"
#3 AT 6" O.C.
36" DIAM.
2609#
48" SQ.
12"
#3 AT 6" O.C.
48" DIAM.
6198#
60" SQ.
12"
#3 AT 4" O.C.
-UK F'UUL h' -h" 1 O H' nFFP TARI F 9
BOULDER SIZE
"P"
PAD SIZE "W"
"D"
STEEL "X" BARS
24" DIAM.
777#
36" SQ.
14"
#3 AT 3" O.C.
36" DIAM.
2609#
48" SQ.
14"
#4 AT 6" O.C.
48" DIAM.
6198#
60" SQ.
14"
#4 AT 4" O.C.
BOULDER ON BOND BEAM
ELECTRICAL CODE: CEC 2013, SEC. 680.26 IN DECKS AND COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED
/
�_u HORIZ. BARS 2 � � ANY APPLICABLE LOCAL ORDINANCES
PERMANENT RESILIENT SEALANT.
6" TYP. FLOOR o Z 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH
AT 12" O.C. SECTION WITH #3
(TYP.) AT 12" O.C. EACH WAY. HEALTH AND SAFETY NOTES A 1/2" MIN. NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL.
RAISED SPA
I I SEE TYP. POOL I. POOLS WITH DIVING BOARDS SHALL MEET THE NSPI DIV/ING POOL GEOMETRIC STANDARDS,
5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND PLACE 15# BUILDING FELT OR 4 MIL.
-�
NOTE: PROVIDE (2) ANTI -VORTEX SECTION AND OR LOCAL CODES. (CBC 2013, SEC. 6IB-1 THRU SEC. 318-3, AND SEC. 3113B). VISQUEEN ON TOP. DECKING MATERIAL MUST NOT TOUCH COPING OR BOND BEAM.
DRAINS. ONE LOCATED IN SPA FLOOR 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR HOMEOWNER
AND ONE LOCATED ON SIDE OF SPA SEAT ASSISTIVE DEVICES FOR THE DISABLED.
3" ABOVE SPA FLOOR, PER IAPMIO POOL 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED LIN ACCORDANCE WITH LOCAL_ CODES. I. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
AND SPA CODE. SPA ADJACENT TO POOL 4. POOL FENCING SHALL BE INSTALLED IN ACCORDANCE VWITH ALL LOCAL CODES.
I2 2. DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY.
5. PRIOR TO FILLING, THE POOL AND/OR SPA SHALL BE COMPLETELY ENCLOSED BY A 5 -FT. HIGH FENCE AND GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE 3, DO NOT USE A BLACK RUBBER HOSE WHEN FILLING POOL (IT STAINS THE PLASTER). TIE A
SELF-CLOSING AND SELF -LATCHING WITH LATCH A MIN. OF 5 -FT. HIGH. WHERE THIS RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER.
VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. (CBC 2013, SEC. 31198 4. TREES AND LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PRODUCE
CRC 2013, APPENDIX G 105).
z 6. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND TWO MAIN DRAINS.
ROOTS THAT CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE
BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A
577. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG Wlll-H POOL BUILDING PERMIT.
10'-0" MIN. 8. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING.
WATER LEVEL - ACCORDANCE WITH LOCAL REGULATIONS.
CD Q
"'- 9. ANY METAL WITHIN 5 -FT. OF POOL EDGE MUST BE GROUNDED PER THE
K, XCEC 2013, SEC. 680. NOTE: BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ
Q 5' R=2'-6" MAX.
TOP OR h - R=1'-0" MIN. AND UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
TOE OF �nP+' 3,-0„ �O THIS PLAN IS THE WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED
SLOPE ICLR. co WITHOUT HER PERMISSION.
( ADD #3 BARS AT 12" O.C. LONGITUDINAL
5' AT TRANSITION DOWEL INTO EXISTING z THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY:
NEW POOL WALL OR 4
REINFORCE GUNITE WITH #3 BARS SPA FLOOR WITH /\\/\\/� PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS,
EPDXY o.� \//\\//\\//� LA QUINTA*, DESERT HOT SPRINGS INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND INDIO
PROVIDE (2) ANTI -VORTEX DRAINS @ 12" O.C. BOTH WAYS FLOOR f I � *
WITH NSPI-APPROVED SUCTION COVERS.. I° ADHESIVE x a
LOCATE DRAINS EQUAL DISTANCE ° SPECIAL < .z
APART FROM OUTLET NOTE: INSTALL HYDROSTATIC 6F
U LET PIPE. DROSTATIC VALVE AND z y O INSPECTION cS 0 q /\//\//
SUCTION OUTLETS SHALL BE DESIGNED AND ROCK PACK AT LOW POINT WHERE REQUIRED ° REQ'D o a I. I\\\ POOL AND SPA STEEL REINFORCING PLAN ��� �REPOF`�y
INSTALLED IN ACCORDANCE WITH ANSI /APSP-7 BY HIGH WATER TABLE. - �\g < c
• • N 4 • \\//\\ CO
W cr m
AND CBC 3109.4.4.8. EXISTING POOL I.� \\� cl, o C-33+6
°�/
LOCATE MAIN DRAINS AT LOW POINT.
WALL o \\� POOL CONTRACTOR: HOMEOWNER: EXP. 4,->o,-ul
MAIN DRAIN PIPES SHALL NOT �a s \P
ENCROACH INTO GUNITE SHELL. ALTERNATE: ` : #3 DOWELS AT 12" O.C. VERT. AND ADDRESSCfU1L
\ . qTF
EXPOSE EXISTING \ �► \ HORIZ. (MAX. TYP.) OR USE F G t\Fo��
`c STEEL SPACING IN DETAIL #1 FOR POOL
TYPICAL LONGITUDINAL SECTION STEEL AND LAP DEPTH GREATER THAN 4 6 FEET. 18" MIN.
RETROFIT TIE STEEL PLAN VALID ONLY WITH
17 DATE: BLUE WET STAMP AND
ENGINEER'S SIGNATURE
JOB NO.: TEL. NO.: IN BLACK INK ON PLAN
* VERIFY SOIL CHARACTERISTICS PER "SOIL CONDITIONS" NOTE #6. CRFATFD 08 FEBRUARY 7016