HomeMy WebLinkAboutBPOL2021-0099DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type:
Permit Number:
Property Address:
APN:
Legal Description
Property Zoning:
Valuation:
Pool
BPOL2021-0099
78720 MARACAS CT
646050022
$30,000.00
Declaration / Acknowledgement
BUILDING PERMIT
athita
CALIFORNIA
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 03/23/2021
ISSUED DATE: 04/26/2021
Owner: ROLSON ROLSON
78720 MARACAS CT, LA QUINTA, CA 92253
Applicant: FRANCISCO NUNEZ GONZALEZ
PO BOX 5639, LA QUINTA, CA 922485639
Contractor: FRANCISCO NUNEZ GONZALEZ / 1030478
PO BOX 5639, LA QUINTA, CA 922485639
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors' State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 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
Contractors' State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] 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).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an owner of
property who, through employees' or personal effort, builds or improves
the property, 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 it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors' State License Law.
As an Owner -Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner -builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
application does not relieve that person of the requirement to give the
construction lender preliminary notice from that duty.
WORKERS' COMPENSATION DECLARATION (1, 2 or 3)
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.
1) Has and will maintain a certificate of consent to self -insure for workers'
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has 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.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers' compensation laws of California, and agree that, if should
become subject to the workers' compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being 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 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. 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.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 5/26/26 1:11 pm Page 1 of 3
BUILDING PERMIT
Permit Type: Pool
Permit Number: BPOL2021-0099
Property Address: 78720 MARACAS CT
Use of Permit
ROLSON/ POOL,SPA AND FIRE PIT AT REAR YARD *** ROLSON/ POOL,SPA AND [1]GAS OUTLET AT REAR YARD. TWO DROWNING
SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. PLEASE PROVIDE WET STAMPE[
POOL ENGINEERING SHEET ON SITE FOR INSPECTIONTT FIELD VERIFY. 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. 2019 CALIFORNIA
BUILDING CODE.
Construction Details
Number of Gas
Outlet(s)
1
Combination Retaining 35
Wall Linear Footage
Total Wall Length
(Linear Footage)
100
Valuation Details
Financial Information
Invoice No.
PERM IT-B POL2021-009
9
Fee
WALL/FENCE - FIRST 100LF
WALL/FENCE - FIRST 100LF PC
TECHNOLOGY ENHANCEMENT FEE
RETAINING/COMBINATION WALL EA 50LF
GAS SYSTEM, 1-4 OUTLETS
GAS SYSTEM, 1-4 OUTLETS PC
SWIMMING POOL/SPA
SWIMMING POOL/SPA PC
RECORDS MANAGEMENT FEE
BSAS SB1473 FEE
Total for Invoice PERMIT-BPOL2021-0099
Fee Amount Amount Paid
$53.67 $53.67
$67.08 $67.08
$5.00 $5.00
$16.10 $16.10
$13.42 $13.42
$26.83 $26.83
$201.25 $201.25
$109.48 $109.48
$10.00 $10.00
$2.00 $2.00
$504.83
$504.83
Grand Total for Permit
$504.83
$504.83
Workflow / Inspections
Workflow Step / Action Name
Inspections v.1
Action Type
Start Date End Date
03/23/2021 0:00
PRE -PLASTER v.1
Inspection
FINAL** v.2
Inspection
FINAL** v.1
Inspection
DECK BOND v.1
Inspection
BOND BEAM v.1
Inspection
FOOTINGS v.1
Inspection
UNDERGROUND PLBG v.1 Inspection
UNDERGROUND GAS v.1 Inspection
UNDERGROUND ELEC v.1 Inspection
PRE-GUNITE v.1 Inspection
Printed: 5/26/26 1:11 pm
Page 2 of 3
BUILDING PERMIT
Permit Type:
Permit Number:
Property Address:
Pool
BPOL2021-0099
78720 MARACAS CT
Inspections
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
Certificate of Occupancy
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
jurisdiction shall not be valid.
Service Utilities
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the building official.
Printed: 5/26/26 1:11 pm Page 3 of 3
r
H
0
2
G)
m
0
2
Z_
2
m
r
m
0
r
0
2
G)
m
r
m
CD eD iD iD to 4_0
Cl 0000
1> 1> > ]> ]>
r- r 1— r T- r- r-
-n 11 11
0 0 0 0 0
r
0
0
111
PROPERTY LINE 103.28'
my
0 O-
c0
7
PROPERTY LINE 79.50'
C!)
CD
oJ
co
rn
rn
H
r
r
0
m
cn
m
m
0
0
0
m
HEIGHT
VARIES
z
m
z
0
co
-i
0
c
c
m
in
r
-♦
HEIGHT
VARIES
2 m
m
F
m�
z
0
D
Z
0
m
c
0
r
m
0)
m
m
0
0
0
0
0
mn
mn
mn
iJ
0
cp
1
r
n1
0
Co
Co
N
0
fl,
L
co
0
N
Q
N
n)
0
n,
0
0
0
—1
0
m
n1
mn
A
1>
r
0
0
a
0
0
A
co
• •
-
o m
O 0
= r
(DCQ
✓ �
m cn
-53
o
o
0
c
Zll
m
0
r
0
m
m
z
H
0
m
.(J
ZJ
m
z
SHEET NUMBER:
OF 1
SCALE:
PER PLAN
DRAWN BY:
JOHN G.
REVISION DATE:
FEBRUARY 26, 2021
ORIGINAL DATE:
FEBRUARY 18, 2021
m
BOULDERS:
•
STONE:
•
WTR. FEATURES:
•
STUCCO:
OTHER TILE:
•
OTHER TILE:
•
WATERLINE TILE:
•
o
PAVERS:
•
QUANTITIES TO BE ORDERED:
MISC:
c,
BBQ. CONT.:
•
BBQ INFO:
•
LIGHTS (TYPE, QTY)•
UMB. SLEEVES:
•
DIG ELEV:
•
MISC. SPECIFICATIONS
DEMO S.F.
DECK S.F.
DECK MAT'L
COPING MAT'L:
I SPA DIMS:
7'X7'
DEPTH MIN. 3' 6"
I SQ. FT:
355 SF
I POOL DIMS:
26'-3" X 13'
POOL / SPA SPECIFICATIONS:
A CUSTOM
MARACAS
RESIDENTIAL
PLAN
FOR:
COURT.
78720
UD
SQ. FT. PER.
49 28'
LA QUINTA
oo
SAND:
•
DEPTH MAX.
5'-6"
m
cfl
CA.
73m
0
„z,,,,,.
DEVELOPMENT:
LOT NO. 5
(I)
w
DECKING
COPING
//</.,</)
Co
1
M
TOP OF GUNITE
HIGH
- JET
MIDDLE
JET
- LOW
JET
GUNITE
WATERLINE
CALF
JET N
SPA JET / BENCH DETAIL
SCALE: N.T.S.
WATER LEVEL
2
3" —YP.
GUNITE
12" MIN.
CONCRETE, PAVER, OR
STONE CAP, TYP.
SHEER DESCENT
WATERFALL, SET IN
GUNITE WALL, TYP.
WIDTH VARIES, SEE
PLAN
EXIST. GRADE
RAISED BOND BEAM DETAIL
TILE OR STONE
VENEER AT RAISED
FACE
SCALE: N.T.S.
APPROX. 2" THICK
LEVELING SAND
APPROX. 4" THICK
COMPACTED ROAD
BASE
PAVERS/COPING
EXISTING SUB -GRADE
SOIL
GUNITE a
COPINGITILEDETAIL
WATERLINE
TILE
POOL
PEBBLE /
PLASTER
SCALE: N.T.S.
FOR CITY
PERMIT
Underground Service Alert
NOTE: PROVIDE AN ELECTRICALLY CONTINUOUS COROSION
RESISTANT TRACER WIRE, MINIMUM 14 AWG, UNDERGROUND
BURIED WITH PLASTIC "PE" PIPING PER (CPC 1211.1.7 (C))
TO METER
30"
FUSION
CONNECTIONS
RISER
GAS ISOMETRIC:
NOT TO SCALE
EQUIPMENT LIST:
CIRC. PUMP:
SPA JET PUMP:
FILTER:
HEATER:
POOL CONTROLS:
POOL LIGHTS:
SPA LIGHT:
JANDY E PUMP, VARIABLE SPEED
JANDY E PUMP, VARIABLE SPEED
JANDY 360 S.F. CARTRIDGE
JANDY 400,000 BTU JXi
NEW JANDY RS8 WITH AQUA PURE SALT
(2) JANDY 300 W
(1) JANDY 100 W
REFERENCE CODES
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS
OPERATION
When the batteries are loaded, a red LED light on the
front of the unit will flash once and a single beep will
sound. This indicates the unit is set up and ready to work.
ENTRY DELAY: After the unit is set up. there will be an 8-12
second alarm delay with the red LED light flashing. After this,
the alarm is ready.
The Safe Pool is designed to sound a loud alert when
children enter through a Safe Pool protected door I gate.
When properly installed, the Safe Pool will allow adults to
pass through the protected door / gate and immediately shut
off the sounding alarm.
When powered, the Safe Pool is always in protected mode.
The alarm will activate the instant when the door / gate opens
by more than 1 inch (when the magnetic sensors are apart
by more than 1 inch). Once the alarm activates, it will sound
continuously until the BYPASS button is pressed,
When passing through the doortgate from the apposite side,
where the additional BYPASS option is included (5169A does
not include the additional BYPASS button) and mounted.
press that outside mounted BYPASS button to temporarily
disarm, open door, enter and close the door quickly. The unit
will rearm itself within 8-12 seconds
C MAINTENANCE
When the alarm volume becomes low, or the unit does not
produce normal alarm sound, the red light will illuminate.
Replace with (a) 1-5V AAA batteries,
The Safe Pool's plastic resists ultraviolet Pays from direct
sunlight exposure. However, slight discoloration over lime
is normal.
WARNING!
THE SAFE POOL ALARM IS EXTREMELY LOUD WHEN
ACTIVATED. FOR YOUR SAFETY, NEVER PLACE THE
UNIT CLOSE TO YOUR EARS. TO TEST THE ALARM,
ALWAYS USE EAR PROTECTION AND DIRECT THE UNIT
AWAY BEF ORE TESTING 1 ACTIVATING THE ALARM.
IT IS PROHIBITED BY LAW TO REMOVE THE INSTALLED
ALARM AFTER IT HAS PASSED INSPECTION I
Important Warranty Information:
A dated proof of purchase is required for warranty service
Customer Service :
1-888-8TECHKO (1-888-883-2456)
Website: www techkousa,com
Mfg. By 7ECHED
9T67 Research Drive
Irvine, CA 926184626
MADE IN CHINA
USA Patent: No. 5,473,310
No. 6,727,819
No. 7,187,280
NOTICE
THIS PRODUCT IS PROTECTED UNDER FEDERAL
PATENT. TRADEMARK AND COPYRIGHT LAWS AND
LAWS PREVENTING UNFAIR COMPETITION. NO
DUPLICATION OR SIMULATION OF THIS PRODUCT
IS PERMITTED EXCEPT BY WRITTEN AUTHORIZATION
OF TECHKO, INC.
TECHKO AND THE CONFIGURATION OF THIS PRODUCT
ARE TRADEMARKS OF TECHKO INC.
COPYRIGHT 1994 TECHKO, INC
ALL RIGHTS RESERVED
MADE IN CHINA
TO HEATER
NOTE: USE ONLY
UL LISTED SWEEP
TRANSITIONS
2" POLYETHYLENE
PIPE (TOTAL LENGTH 20',
TOTAL LOAD 400,000
BTU'S)
RETAINING WALL AT +18" AT
BOTH SIDES OF POOL
RAISED FIREPIT AT +18"
WITH TRAVERTINE CAP AND
TILE OR STUCCO VENEER,
AND LAVA ROCK OR GLASS
FILL
TRAVERTINE PAVER
DECKING, TYP.
EXISTING MIN. 5'
NON-CLIMABLE FENCE/WALL
AT ALL SIDES, PER CODE
EXISTING MAN GATE TO
WITH SELF CLOSING, SELF
LATCHING MECHANISM
Safe Pool TM
Model S189A / S189D
Area Entry Alarm
OPERATION MANUAL
w
z
J
F-
w
d
0
a
GENERAL SPECIFICATIONS:
If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings,
soecifications or other contract documents, the GENERAL CONTRACTOR
shall notify the designer in writing of' such error or omission.
In the event that the GENERAL CONTRACTOR fails to give such notice
before construction and/or fabrication of' the work, THE GENERAL CON-
TRACTOR WILL BE HELD RESPONSIBLE to the result of any errors, dis-
crepances or omissions and the cost of' rectifying the same.
+18"
BPOL2021-0099
CITY OF LA QUINT
BUILDING DIVISI
MEP PLANS/DE AILS
NoT
REVIEWED FOR
CODE COMPLIANCE
ALUMAWOOD PATIO COVER,
BY OTHERS.
PROPERTY LINE 80.00'
PA
ADD DOOR ALARMS TO ALL
REAR ACCESS DOORS PRIOR
TO ENCAPSULATION
ROLSON/ POOL,SPA AND [1]GAS OUTLET AT REAR YARD. TWO DROWNING
SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT
PRE -PLASTER INSPECTION. PLEASE PROVIDE WET STAMPED POOL
ENGINEERING SHEET ON SITE FOR INSPECTIONTT FIELD VERIFY. 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. 2019 CALIFORNIA BUILDING CODE.
PS
C�
NOTES:
e LED Lights require water bonding
• Pool Heater/Pool Equipment shall be installed
per manufacturers specifications.
® Pool Equipotential bonding perimeter surfaces
per CEC 680.26
• Provide Adequate work space around electrical
equipment CED 110.26
RAISED BOND BEAM AT +18"
WITH TRAVERTINE CAP AND
TWO SHEER DESCENT (OR
EQUAL) SPILLWAYS
0
/
RAISED SPA AT +12" WITH
TRAVERTINE COPING AND
TILED SPILLWAY TO POOL
7'-10"
PROPERTY LINE 79.50'
EXISTING MIN. 5'
NON-CLIMABLE FENCE/WALL
AT ALL SIDES, PER CODE
NEW CONSTRUCTION PLAN
SCALE: %" =1'-0"
1
,11%.„
N.
MI33
AIIIIII
DIJIHR3
LIC.
od
#
1030478
LOT NO. 5
MARACAS COUI
DEVELOPMENT:
w
POOL / SPA SPECIFICATIONS:
POOL DIMS:
261-3" X 13'
sQ. FT:
355 SF
PER.
91'
DEPTH MIN.
3 -6"
DEPTH MAX.
5 -6"
SPA DIMS:
7'X7'
SQ. FT
49
PER.
28'
COPING MAT'L:
PER.
DECK MAT'L
DECK S.F.
DEMO S.F.
MISC. SPECIFICATIONS
DIG ELEV:
UMB. SLEEVES:
LIGHTS (TYPE, QTY):
BBQ INFO:
BBQ. CONT.:
MISC:
MISC:
QUANTITIES TO BE ORDERED:
PAVERS:
COPING:
WATERLINE TILE:
OTHER TILE:
OTHER TILE:
STUCCO:
WTR. FEATURES:
STONE:
BOULDERS:
BASE:
SAND:
MISC:
ORIGINAL DATE:
FEBRUARY 18, 2021
REVISION DATE:
FEBRUARY 26, 2021
DRAWN BY:
JOHN G.
SCALE:
PER PLAN
SHEET NUMBER:
OF
1
/SCHEDULE "A"
WALL
THICKNESS
VERT.
STEEL
SPACING
VERT.
DEPTH
IN FEET
61
#3
AT|2
O . -
8,
#�
AT |2
.
| -
#3
.
`
AT |2" �
^ _
8",
#5
AT |2"
3. -
6-1^~
�T |2.
�' ~
8"
^~
AT 6
5-
8"
#3
4T8"
6' -
|0"
^~"
AT
7` -
U"
#3
,
AT 4�
O' �
_
COMPACTED SOIL
°
'
-343BAR3
TYPICAL BOND BEAM STEEL
WATER SURFACE,
#3 VERT. BARS PER SCHED.�"
|� _j
�r #3HORIZ.BARS /T\2" O.C.
THROUGHOUT uj
u
�
.--. THICKNESS TO
WALL /MK~K��U� (V�� ---�
FOR POOL DEPTH 5-FT. OR
����BARS-PBRSCHEDULE "A" AT LEFT
-
STOP EXTRA STEEL
T�P P00 ���|KJ�0����4��JT
TYP. ^ POOL REINFORCEMENT
USE F.0 = 3000PS|
AT RAISED WALL.
SPECIAL DEPUTY INSP. RE0'D!
POOL X-BARS
INSIDE FACE
311
D
CLR.
�
|2"
x
TEST COMP. STRENGTH AT
7, 14, AND 28-DAYS.
SUBMIT COMP. STRENGTH
RESULTS TO BLDG. INSP..
#3 VERT. AT6" O.C.
OUTSIDE FACE
31'
CLR.
2' MIN
TOP OF SLOPE
'||
^�
- H
U
�||
H/6 OR '-1|
' #5'S AT �� ^ `� ' 7-FT. MINIMUM »mrL� � '/
'2�R
O.C.
,'^' 'Z ' T0DAYLIGHT 4J
(TYP.) DESCENDING SLOPE
VERTICAL STEEL: X-BARS INSIDE FACE
l\jm
_ Nf��
Z'
3'
4'
5'
°.b"
#3'S AT
O.C.
.
+
#3'S AT
d" O.C.
#3^S AT
8" O.C.
.
5
#5'S AT
6" O.C.
#3'S AT
h" O.C.
#3'3 AT
4" O.C.
.
#3'S AT#3'S
AT
#3'S AT
#3'S AT
BLANK. MEANS SPECIAL ENGINEERING REQ'D.
ELEVATED POOL 0N|!
^-��-",`.�".vv� ..���
POOL DEPTH
TOE OF
'
WIDTH OF KEY
"D11
3'
24"
4.
24-.
5'
24"
u^ .
�
o
m
RO0LDEPTH
SCHEDULE- |
RADIUS SCHEDULE
G UNITE SURFACE
POOL
DEPTH
31-6"
|`-O"
4'-0"
5'-ff"
|'-b"
51-6"
21-0"
6'-0"
21-0"
6'-6"
51-0"
7'-0'
3'-6"
7'-6"
W-0"
Q'-O"
4'-6"
#3/T12' O.C.
BOTH WAYS
|NPOOL BOTTOM,
CENTER ALL STEEL
|NGUN{TE
|8" M|
TRANSITION
USE F'C= 3000PS\
AT INFINITY WALL AND TROUGH WALL.
SPECIAL DEPUTY INSP. REQ*D!
5'-0"M4X. DEPTH
C)
m
#3 TIES AT TOP
AND BOTTOM
OF POOL WALL
COPING
CONC'DECK|NG
FIN. GRAD E
343 TYP BOND
BEAM
ok
ACT
! :�«�
SOIL
-- �� 'vv
#3 ATt" O.C. VERT
BARS IN RADIUS
#3 VERT. BARS 4J6" O.C.
(FOR DEEP END RAMP ONLY) y-
10
#3H0R|Z' BARS AT 12-{LC. -1
THROUGHOUT
SHALLOW 0�} F\��P ��J[\ ���P
^/. . �^`-`-. END RAMP
"
TEST COMP. STRENGTH AT
7, U+, AND 28-DAYS.
SUBMIT COMP. STRENGTH
RESULTS TOBLDG. |NSP.`
12~ VARIES /2°
5^CLR
'
'
#3 HOR|Z. AT �
12 " O.C. (TYP.)
^^_4" O.C. (TYP.)
J VERT. AT
^
"�
| " x
| #3'S AT 12,
lC. E.
#3'SVB�.�� ��1��
�
�' -
1740
3" R
VARIES
---
3"CLR
-
�
0
m
m
aE
O.C.
ABOVE POOL
BOTTOM
|N�|�J|T�����
`' `' '' "' ' ' ^-=~^`-
18" MIN.
TRANSITION
8'-6" MAX. DEPTH AT DEEP END
MAX.
|
4'
X
�
CID
x r �
^" "~~'^~
zu;o+x ^ / o SOIL
ONE STORY HOUSE,
OR GARAGE FOUNDATION, W,,,
OR 6-FT. HIGH BLOCK WALL
1000 LB/FT MAX. LOAD
PLACE AD0'LVERT. STEEL
IN WALL IN ACCORDANCE
WITH SCHEDULE 2
^
CONC.DECK|NG
EXPANSION JOINT
TYP. BOND BEAM W/ 345 BARS
WATER SURFACE
FOR TYPICAL WALL THICKNESS
SEE DETAIL 1
�UU�|W��U�}�ANJ[�
u°/�-�n,u �~/.`�...rx`u�
APPROVED MASTIC
SEALANT
CONC. DECK
EXIST. HOUSE
0RBLK. WALL
FOOTING
EXPANSION JOINT
ALL DECKING ADJACENT TOWALLS
0RPERMANENT STRUCTURES
SHALL 8ESEPARATED BY4//2^
MIN. JOINT OFNON-EXPAN0VE,
NON -POROUS FELT ORSIMILAR MATERIAL.
SCHEDULE-2
VERTICAL STEEL REO'DFOR SURCHARGE LOAD
X
3' TO 5'
5' TO 7'
7' TO 8'-6"
5'-Ou MIN.
#3 AT 4" O.C.
#3 AT 3" O.C.
#4 AT 3" O.C.
4'-0" M|KL
#3 AT 3" O.C.
#4 AT 37 O.C.
3'-0" MIN.
#3 AT 4" O.C.
#4 AT 4" O.C.
BLANK MEANS NOSPECIAL THICKNESS 0R
REINF. REQUIRED.
NOTE:
VER�FYDIRECTION 0F
DAM WALL BEVEL VViTH
WATER FEATURE
DESIGNER'S NOTES
AND DETAILS.
�
�
#3 VERT' AT)h" O.C.
i���
^ « IS
"^
~�<�'
~m.,.
#3 H0R|Z. AT U" O.C.
(TYP.)
#3'3 /T 12" O.C.
EACH WAY
MIN. WALL
THICKNESS
STL. SPCG.
VERT.
DEPTH
IN FEET
6"
8'
--
6"
[
--
b"
2'
-~
t/
3'
--
6"
4.
#5@6"
_
h"
.
#5@b
`
_
8"
#5@0"
h'
--
/O"
.
#5@4"
'
\0"
.
#3@4"
`
_
|2"
.
#4@b"
'
__
13"
10,
_
_
PRE -CAST COPING
'�
/
LC0MPACTE ^D� 6" MIN.
SOIL
�THK.
_
SLOPE TO DRAIN
BOND BEAM
STOP FIRST ADD'L
STOP SECOND ADD'
PLACE FIRST ADD'L #3 BAR
AT !�O.C. AS SHOWN
���|���D �F\KJF\ ����
.`mu�=u".."��,�.
����|N �N/�|N���J|N[���[�/�
SPECIAL �-/v^///v�-�-/v/v`� /��-�*��
FOR��1�}��|��DP| PLANTER
'`~`'^��-�� / `-'~'»/`-/`
#3VERT. BARS 4T|�Q.C.
#5HORIZ.BARS /T|�O.[
THROUGHOUT
NATER
SURFACE
PLACE 4DD'L#5BAR
4T��C.
PER TABLE AT LEFT
EP 3" CLEAR FROM
EARTH -SIDE FACE 0FWALL.
TYP. POOL BOTTOM
|8^ MIN.
TRANSITION
°
FILL DEPTH 'H'
'
SEE SCHEDULE 3
VERT'
DEPTH
IN FEET
0'
|
CONCDECKING-
F)N.GRADE
WATER SURFACE-
5'
4.
5'
#3
|��C.
343 |YP. #3 HORIZ. BARS /T|��C.
BOND BEAM ^r-THROUGHOUT
3" CLR.-,+
'NEW'F
_
_
^
NAT. GRADE
�
------.
8'
#3 AT 12"0.C. EXTRA
VERT. STL. IN RADIUS
�
^
POOL
DEPTH
'M'
D|
D2
51-0"
3"
3"
4`-0"
4"
1"
5`-O"
4"
4"
8`�y
7"
5"
TYP. POOL BOTTOM
18" M|N.
/
�U| ADJACENT TO _���P�N� TRANSITION
//��*uu��uv/ /u/u`/� u�u uv�
C)
VARIES TO 5
_
^� � ��
|
FILL
NAT. GRADE.
C�CD�K�G-
-FIN. GRADE
WATER 3�F�E--
'��auARoA/ ~
BOND BEAM
'
#3��.B�S4TUp��
#3 HORIZ. BARS AT
)[THR0UGHOUT
�
�
^
3" CLR.
�
�
^
�
�
12"
K8"M��
� ^^
TRANSITION
�U| Nl|���NTT/lP/lO|
FILL .`^ POOL
��N|RVV�N�
u'/���uvvuv�
SURFACE 0FPOOL WALL
APPROVED SEAL
EXPANSION JOINT
3T0NE,P/YVER3'
OR SOIL
�
|2"
�
MIN. #mAWG SOLID CLR.
COPPER BOND CONDUCTOR
ATTACHED TO #8 AWG BARE
Ir
PRE -CAST COPING
+
TILE
5-#3B4RS
AT BOND BEAM
PLASTER
SOLID COPPER WIRE AT MIN. (4)PO|NTS' CONDUCTOR SHALL
FOLLOW THE CONTOUR 0FTHE PERIMETER SURFACE.
COPIN�/l�|�C STONE, �N/��� O���U
G, ��/��/v�-, PAVERS, `�/` .���/L
�
SURFACE OF POOL WALL
0Ul FELT OR
4M|L V00]EEN
LEVEL BOND
BEAM WITH.
GROUT BEFORE
POURING DECK
^_
,/ ^
A0ND�
#3 BARS
AT 12" O\C.
EACH
OR
0" X 6" / 10 6A.
A
3"�/
CLR.
DEC K
CONC.
SLAB
'TILE
343 BARS
PLASTER
T��|�N �A�TU�U����rK
TYPICAL � ������� CANTILEVER ����� «���� �����~��
BONDING GRID REQUIREMENTS FOR PAVED AND UNPAVED SURFACES:
POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN ACCORDANCE
WITH [EC6&O'26(B)' BONDING TOPERIMETER SURFACES SHALL BEPROVIDED ASSPECIFIED
{NCEC68O.28(B)(2)(4)0R(2)(a)AND SHALL 8EATTACHED T0THE POOL REINFORCING STEEL
OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS. UNIFORMLY SPACED AROUND
THE PERIMETER 0FTHE POOL.
NOTE FOR RAISED SPA WALL ASANALTERNATIVE, VERTICAL STEEL MAY
BE POSITIONED 3"CLEAR FROM THE WET SIDE (TENSION SIDE) 4SA
SINGLE CURTAIN. USE #3 VERT. AT 6" O.C. AND #3 HORIZ. AT 12" O.C. (TYP.)
DECK OR CAP
243 BOND BM.
FIN.SURFACE
AT 12" O.C.
|2"
VERT.�BARS �`
~'
AT G�U�' DECK/
EACH FACE OR CAP
RAISED SPA
/`mu�uu/,+
(�M|N.
243 BOND BM.
WATER SURFACE
#J AT 6" O.C. 3"1VERT. STEEL AT
STRAIGHT WALL 1- 1
�
4^M|NL THICKNESS
USE DOUBLE CURTAIN
FOR WALL GTR. THAN 9"
�0:2 #3 HORIZ. BARS �
2- AT 12" O.C.
NOTE: PROVIDE (2) ANTI -VORTEX
DRAINS' ONE LOCATED (NSPA FLOOR
AND ONE LOCATED ONSIDE OFSPA SEAT
3" ABOVE SPA FLOOR, PER |APMOPOOL
AND SPA CODE.
SPA
SECTION WITH #3
SEE TYP. POOL
SECTION
^
�P� A�|���NTTOP/l0
u/n�uv���/`/ TO POOL
NEC APPROVED
CONDUIT
�
LO
#54Tb"�C.
BOTH WAYS
AROUND NICHE
ELEVATION
~
~
RECESSED
LIGHT
6"M}N.
' K8"MIN.
/
RECESSED
LIGHT
-- -f- -t-' 1�- -- m/�nc
� � �
" ` ^
� � �
, , ,
���T|[l�� �T LIGHT ���
^^`-^^''`''� '`' `-'"''' ^~^^'`
243
BARS
18" LAP
BEND BOND
BEAM STEEL
AROUND
NICHE
SKIMMER '^-'` /`'^~''`- ^^`-''`'^-
�"BOULDER WT.
,
s^
MIN. THICKNESS
STEEL REINF.
"XBARS
2.
|
�
T3" CLR.
FOR POOL 2' TO 5' DEEP TABLE I
BOULDER SIZE
"I' !PAD SIZE "W"
"D"
STEEL "X" BARS
24^ DI4M.
777# 36" 8O.
12"
#3 AT f" O.C.
56" D|AM'
2604#| 48" 3Q.
12"
#3 AT 6" O.C.
48" 04M.
6198# 60" 3&.
12"
#3 AT 4" O.C.
BOULDER SIZE
�'"
PAD SIZE �"
�"
STEEL "X"BARS
24"DiAM.
777#
36"SO.
14"
#3 AT 3" O.C.
56"04M.
2609#
48"S0,
14"
#4 AT6"0.C.
BOULDER ON BOND BEAM
Ky-0"M|N.
^
-TOP OR
TOE OF
SLOPE
PROVIDE (2) ANTI -VORTEX DRAINS
WITH NSP|_4PPR0VEDSUCTION COVERS.
LOCATE DRAINS EQUAL DISTANCE
APART FROM OUTLET PIPE.
SUCTION OUTLETS SHALL BEDESIGNED AND
INSTALLED |NACCORDANCE WITH ANSI /AP3P-7
LOCATE MAIN DRAINS 4TLOW POINT.
MAIN DRAIN PIPES SHALL NOT
ENCROACH INTO 8UN|TESHELL.
WATER LEVEL
�
�
R=2'-6"M4X.
ADD #3BARS /T|�O.C.LONGITUDINAL
AT TRANSITION
REINFORCE GUN[[FWITH #3BARS
12" O.C. BOTH WAYS
NOTE: INSTALL HYDROSTATIC VALVE AND
ROCK PACK ATLOW POINT WHERE REQUIRED
BY HIGH WATER TABLE.
ALL ORGANIC MATTER GRASS, TRASH)
MUST BEREMOVED PRIOR T0PLACING
CONCRETE. THE SUBGR4DEMUST PROVIDE
AUNIFORM LOAD -BEARING SURFACE.
TYPICAL |/lN�|TU�|NN ���T|0N
' '' '°-`�' ^-`''"`'''`'°''"'�`- ^�`-^^''^^'"
CONSTRUCTION CODES
BUILDING AND SAFETY:
CBC 2019' SEC. 5109 AND CHAPTER 31B
INTERNATIONAL SWIMMING POOL AND SPA CODE (I8P8C20|8)
CONCRETE (0UN|TE0RSH0TCRETE):
SHOTCRETE FOR THE CRAFTSMAN -4C| CCS-4(08)
SH0TCRETE SPECIFICATION -AC| 506.2-13 AND4C| 508R_16
STANDARD FOR RESIDENTIAL iNGROUNDSVV|MM|NG POOLS:
STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS:
PLASTER: NATIONAL PLASTERERS COUNCIL (NPC).TECHNICAL
STANDARD FOR PUBLIC SPAS:
STANDARD FOR PUBLIC SWIMMING POOLS:
AC 5|8-|V
|3P8C 2018, CHAPTER
|SPSC 2018, CHAPTER
MANUAL, NPC->2'20|6
|3PSC20|8, CHAPTER
|SPS[20|O,CHAPTER 4
AMER|C4NNATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE
4NS|/AP3P/|CC/4PSP-72010
CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL 8 SPA PROFESSIONALS
(4P5P) (705) 838-0085 (www.4PSP.0RG)
ANY APPLICABLE LOCAL ORDINANCES
HEALTH AND SAFETY NOTES
|. POOLS WITH DIVING BOARDS SHALL MEET THE NSP| DIVING POOL GEOMETRIC STANDARDS,
AND 0RLOCAL CODES. (C8C 2019. SEC. 318-1 THRU SEC. 3/13-3. AND SEC. 5113B, AND
i8PSC20|M. CHAPTER 8.)
2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
48S}ST|VEDEVICES FOR THE DISABLED.
3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED |NACCORDANCE WITH LOCAL CODES.
4. POOL FENCING SHALL BE INSTALLED |NACCORDANCE WITH ALL LOCAL CODES.
5. PRIOR T0FILLING, THE POOL AND/OR SPA SHALL BE COMPLETELY ENCLOSED BY A5-FT.
HIGH FENCE AND GATES WITH N0OPENINGS GREATER THAN 4". GATES T0BE
SELF -CLOSING AND SELF -LATCHING WITH LATCH A MIN. OF 5-FT. HIGH. WHERE THIS
VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. (C8C 2019. SEC. 51198
CRC 2019, APPENDIX G (05).
6. POOLS SHALL BE EQUIPPED WITH 4 FILTERING SYSTEM AND TWO MAIN DRAINS.
7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
8. ALL EQUIPMENT SHALL 8E INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN
ACCORDANCE WITH LOCAL REGULATIONS.
g. ANY METAL WITHIN 5-FT. O[POOL EDGE MUST BEGROUNDED PER THE N.E.C.
GENERAL NOTES
L THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY ACLEAR PLOT PLAN SHOWING
POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY L|NES, SLOPES, RETENTION
R43|NS' 3TRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE
AWAY FROM POOL.
2. REPRESENTATIVES 0FTHE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE
RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OROWNER TO DETERMINE THE
APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE.
5. THIS IS 4 GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS, WELL -DRAINED,
NON -EXPANSIVE, COMPACTED ORNATIVE SOIL. IT 0THE RESPONSIBILITY 0FTHE HOMEOWNER
ORPOOL CONTRACTOR T0VERIFY SOILS CONDITIONS PRIOR TO CONSTRUCTION.
4. THIS PLAN |SNOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
DISSIMILAR SOIL CONDITIONS UNDER THE PO0L. SUCH AS CUT -FILL TRANSITIONS.
5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT is
THE RESPONSIBILITY OF THE CONTRACTOR 0RTHE HOMEOWNER TOOBTAIN APPLICABLE
SPECIAL ENGINEERING DETAILS PRIOR T000NSTRUCTION.
0. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER 0RPOOL CONTRACTOR OBTAIN
4SOILS REPORT.
7. THE STANDARD POOL PLAN IS NOT INTENDED T08E APPLICABLE TO NON-STRUCTURAL ITEMS
INCLUDING BUT NOT LIMITED TOPLUMBING, 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 18084.7.1 FOR STRUCTURES LOCATED CLOSE TD
THE TOP OF SLOPE.
,|
�
EQUALS POOL
DEPTH OR H12*
(8RE4TERWST.
CONTROLS)
*DOES NOT APPLY IF '&'
IS GREATER THAN 20'
'X'
'Q' ^l
I
-
�
|p"X"\S LESS THAN 7'-0"'THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WATER
IN THE POOL WITHOUT SOIL SUPPORT PER SEC. 0084.7.3. USE DETAIL #4 - ELEVATED POOL WALL.
�� �
`^�!� CONDITIONS
|. SOIL SHALL HAVE AM|N\MUM BEARING VALUE OF 1500PSF.
2. EQUIVALENT FLUID PRESSURE = 35 PCF MAXIMUM.
3. RAISED PLANTERS LOCATED ADJACENT TOTHE POOL WALL EXERT A SURCHARGE LOAD ON
THE POOL STRUCTURE THAT EXCEEDS 35 PCp' SPECIAL ENGINEERING IS REQUIRED FOR
THESE CONDITIONS.
4. WHEN GROUNDWATER IS ENCOUNTERED DURING EXCAVATION ORWHEN THE POOL DEPTH
EXCEEDS THE LOCAL WATER TABLE, A HYDROSTATIC RELIEF VALVE IS REQUIRED IN THE
DEEPEST LOCATION OFTHE POOL.
5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL
STRUCTURE AND PROVIDE 2.OY4MINIMUM SURFACE RUNOFF.
*h. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER ORPOOL CONTRACTOR OBTAIN A
S/TE'SPEC|F|CSOILS REPORT T0VERIFY APPLICABILITY OFTHIS STANDARD PLAN. SOILS TESTING
SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE |0N
CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, C0EFF. 0FFRICTION, PASSIVE
LATERAL PRESSURE, AND EQUIVALENT FLUID PRESSURE.
STEEL SPECIFICATIONS
�PFCiFICATI(}NS
|. REINFORCING BARS: 4STM 4-615' GRADE 40, FY= 40KS|.
2. ALL REINFORCING BARS T0LAP 4OBAR DIAMETERS 4JSPLICES (#3 BAR18" LAP MIN.).
3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN
3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH.
4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS |S2-|/2".
�� �
.����T{� SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE)
1. MINIMUM COMPRESSIVE STRENGTH 4T28-DAYS: F'C = 2500PS|. SEE DETAILS #4 AND#5
r0RF'C =30O0PSI REQUIREMENTS. SPECIAL INSPECTION BYDEPUTY INSPECTOR AND
COMPRESSIVE STRENGTH TESTS 4J7-D4YS, 14-D4YS, AND28-DAYS ARE REQUIRED.
2. 0UN|TEMUST BE iNCONFORMANCE WITH C8CCHAPTER |g AND CHAPTER 194.
5. CEMENT SHALL CONFORM T04STM C-150.
4. |NAREAS WITH MORE THAN O.296SULFATE CONTENT, USE TYPE V p0RTLANDCEMENT'
F'C = 4500 P8|, AND A 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR As
DIRECTED BY LOCAL BUILDING CODES.
5. KEEP GUN|TEDAMP CONTINUOUSLY FOR 14 DAYS.
8. ALL INTERIOR SURFACES Op POOL AND SPA SHALL RE COATED WITH 4WATERPROOF
SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS.
7. GROUNDING P[RN.E.C' OF THE STRUCTURAL REINFORCING MUST BE INSTALLED
PRIOR TOPLACEMENT VF 6UN|TE.
8. GUN|TESHALL BEPLACED AGAINST UND|STURBEDSOIL uRBUILDING DEPARTMENT
APPROVED 4096COMPACTED FILL.
q' REMOVE ALL REBOUND MATERIAL AND HAUL AWAY. D0 NOT USE REBOUND IN STEPS AND
BENCHES, OR USE 4SFILL MATERIAL!
DECKING RECOMMENDATIONS i DECKING CONSTRUCTION |SSHOWN AS RECOMMENDED MINIMUM CONSTRUCT/ON AND
DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION.
THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION.
2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE
POOL STRUCTURE AND PROVIDE 2.096SURFACE RUNOFF.
3. EXPANSION JOINTS |NDECKS AND COPING SHALL BEMADE WATERTIGHT WITH AN APPROVED
PERMANENT RESILIENT SEALANT.
4. ALL DECKING ADJACENT TOWALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH
4 1/2" MIN. NON -EXPANSIVE, NON -POROUS FELT 0RSIMILAR MATERIAL.
5. LEVEL TOP 0FBOND BEAM WITH ACRYLIC GROUT AND PLACE 15# BUILDING FELT 0R4 MIL.
V|S&UEENONTOP. DECKING MATERIAL MUST BE ISOLATED FROM COPING 0RBOND BEAM.
HOMEOWNER
|' KEEPGUN|TE DAMP CONTINUOUSLY FOR |4DAYS AFTER INSTALLATION.
2. D0 NOT TURN POOL OR SPA LIGHT 0NWHEN POOL IS EMPTY.
3. D0 NOT USE A BLACK RUBBER HOSE WHEN FILLING POOL (IT STAINS THE PL4STER). TIE A
RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER.
4. TREES AND LUSH LANDSCAPING LOCATED CLOSE T0THE POOL MAY EVENTUALLY PRODUCE
ROOTS THAT CAN PUSH AGAINST THE POOL WALL 0RCAUSE THE DECKING TO LIFT. THE
BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS 4 RESULT. INSTALLATION OF 4
ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING.
NOTE: BY THE USE 0FTHIS PLAN THE USER ACKNOWLEDGESTHAT HE/SHEHASREAD AND
UNDERSTANDS ALL 0FTHE NOTES INCLUDED HEREIN.
INSTRUMENTS OF SERVICE: THIS DRAWING IS AN INSTRUMENT OF SERVICE AND REMAINS THE:
PROPERTY OF THE FLYING BUTTRESS. IT IS NOT TO BE REPRODUCED OR ALTERED IN ANY WAY,
NOR DISCLOSED ORASSIGNED T0ANY THIRD PARTY WITHOUT THE EXPRESS WRITTEN
PERMISSION OFTHE FLYING BUTTRESS. (DCOPYRIGHTmm
WATERPROOF
3L|PSHEET
DECK-
.O.0 �(T .)
MUKl/VER},,
GAP
6"_7= |2"
�
MIN
^x^xo�rux�
�
NON-SLIP
STONE OR TILE
WATER SURFACE
POOL OR SPA
POOL WALL
LAP /n"w/m
! � �~ ~`�^^'~ ''^~
...
t"
7��0����T��/lU�A
����'``' ����� TROUGH
'
THIS PLAN I8INTENDED FOR USE INTHE FOLLOWING CITIES ONLY:
PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALM'
|A QUINTA*, DESERT HOT SPRINGS, |NDNN AND|k0|0*
POOL AND SPA STEEL REINFORCING PLAN
POOL CONTRACTOR:
DATE:
1�������1 ���-
..~.�,,,,^.����°^°~«_^ ��r�/wYrnc_t
ADDRESS:'��� ��������
^ - ' ' - n^^ ' -'~-��
PLAN VALID ONLY WITH
BLACK WET 8T4MPAND
ENGINEER'S SIGNATURE
IN BLUE INK ON PLAN
PERMIT NO.:
TEL. NO.:
° VERIFY SOIL CHARACTERISTICS PER "SOIL CONDITIONS" N0TE#h.