BPOL2015-0249w
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0
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SCHEDULE "A"
WALL
VERT.
VERT.
THICKNESS
STEEL
DEPTH
5'-0"
SPACING
IN FEET
6"
#3
0,
6'-6"
AT 12"
7'-0"
6
#3
I
#3 VERT. BARS PER SCHED. "A"
AT 12"
-
6„
#3
2'
3" CLR. x
AT 12"
HRWLIGH.OUT
6
#3
3'
5
AT 12"
6" O.C.
6"
#3
4'
#3'S AT
Al 12"
#3'S AT
8
#3
5'
-
AT 6"
-
8„
#3
6'
12" O.C. THROUGHOUT
AT 6"
a
10"
#3
7'
,•
AT 4"
D CLR. 2' MIN
111,
#3
8'
NAT. GRADE.
AT 4..
z 1000#
Z z 12" SCHEDULE - I PRE -CAST COPING MAX CONC. DECK(APPROVED MASTIC EXIST. HOUSE GENERAL NOTES
RADIUS SCHEDULE �, OR BLKANT. WALL
N 3-#3 BARS GUNITE SURFACE CONC. DECKING X EXPANSION JOINT 1. THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING
CONC DECK [FOOTING
SLOPE 1/8 TO
-1/4" PER 1'-0"
''� Q Z
TYPICAL BOND BEAM STEEL
+
WATER SURFACE
3'-6"
1'-0"
4'-0"
1'-0"
5'-0"
1'-6"
5'-6"
N CL e' Q `O
6'-0"
2'-6"
6'-6"
_j
7'-0"
3'-6"
7'-6"
6" �° w ° •
-
#3 VERT. BARS PER SCHED. "A"
-�
-
3" CLR.
#3 HORIZ. BARS AT 12" O.C.
o
3" CLR. x
SOIL THK._
HRWLIGH.OUT
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#3'S AT
OR AS REQ'D BY CITY
5
WATER FEATURE
6" O.C.
-S=EEKING N.0-TESt4�_
P EXTRA STEELCOMPACTED
9,
#3'S AT
SOIL
#3'S AT
#3'S AT
6,
6" O.C.
-
1 4" O.C.
-
WALL THICKNESS TO BE
�4z_
JIL
SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION
12" O.C. THROUGHOUT
CHANGED-UAIIFOPMI Y
a
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Q
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POOL
DEPTH
„R ,
3'-6"
1'-0"
4'-0"
1'-0"
5'-0"
1'-6"
5'-6"
2'-0"
6'-0"
2'-6"
6'-6"
3'-0"
7'-0"
3'-6"
7'-6"
4'-0"
8'-0"
4'-6"
8'-6"
5'-0"
FIN. GRADE SEE SCHEDULE 2 TYP. BOND BEAM W/ 343 BARS POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION
' BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE
WATER SURFACE/\/\/\/ :. /
r// • �:. ��7.\�/\�/\�/.\�/\/ \//��/' AWAY FROM POOL.
3' CLR. z / /j - '' \. \ \ \ . //\ 2. REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE
3-#3 TYP. BOND w v \\r\\ \\ \ \ \ 1/2" X 3 FELT
S 9 #3 VERT. BARS AT 6" Q.C. Q W > \r/ °O `//�///�/j�/j\"°••' /�\//\\//�\//�\//� RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE
hq BEAM (FOR DEEP END RAMP ONLY) � \\j
<� �' _ / / COMPACTED ' / APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE.
Off, o N w /\\ \ s \\r ,r• FOR TYPICAL WALL THICKNESS
,� F� #3 HORIZ. BARS AT 12" O.C. -j m w '�/'��' �,A 450 SOIL I: SEE DETAIL 1 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS, WELL -DRAINED,
Q COMPACTED Q,Q THROUGHOUT "' Q Q W cy EXPANSION JOINT NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER
SOIL �, qM�o B o ONE STORY HOUSE ��6' w 3A OR POOL CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CONSTRUCTION.
F� J ALL DECKING ADJACENT TO WALLS
'\\/\ OR GARAGE FOUNDATION �L,<• OR PERMANENT STRUCTURES 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
5" .L.. - Q OR 6 -FT. HIGH BLOCK WALL SHALL BE SEPARATED BY A 1/2" DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS.
p�US � f- 1000 LB/FT MAX. LOAD ��'c ,, MIIN. JOINT OF NON -EXPANSIVE
w �`\ 3 CLR. U) 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT IS
w NON -POROUS FELT OR SIMILAR MATERIAL. THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE
PLACE ADUL VERT. STEEL
SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION.
Q IN WALL IN ACCORDANCE
= SCHEDULE - 2 6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN
- \ \ WITH SCHEDULE 2 LR �P\v�� Q
0 #.5 AT 12" O.C. -
_ L_ o _ BOTH WAYS \\/ij\///� •�, G
-� IN POOL BOTTOM, \\%� \: `r °"
FOR POOL DEPTH 5 -FT. OR CENTER ALL STEEL u
IN GUNITE #3 AT 6 O.C. VERT. •...
--f RE&TER�BD #3--VEfi'�BARS-PER--- �
SCHEDULE "A" AT LEFT BARS IN RADIUS 33° MAX. .!
Ate, - •, :.:.r -a- �R:
TYP POOL REINFORCEMENT SHALLOW OR DEEP END RAMP 18" MIN.
12"
POOL OR SPA`
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.
#3 AT 4" O.C.
OUTSIDE FACE
6'-0" MIN.
#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.
18
EQUALS POOL
MIIN 2 T ANSITI N BUILDING SURCHARGE BLANK MEANS NO SPECIAL THICKNESS OR
TRANSITION 3 D' DEPTH OR H/2. X'
_ (GREATER DIST.
REINF. REQUIRED. _
CONTROLS)
----
SPECIAL ENGINEERING REQ'D '' -11EA, I1 -
#3 TIES AT TOP 12" L VARIES 12" NOTE:
w
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BLANK MEANS SPECIAL ENGINEERING REQ'D.
ELEVATED POOL WALL
a #3 VERT. AT 6" O.C.
3'
AND BOTTOM
4'
FIN. GRADE
#3'S AT
24"
6"
VERIFY DIRECTION OF
3
6" O.C.
OUTSIDE FACE
3'
OF POOL WALL
4'
#3'S AT
#3'S AT
6"
5,
DAM WALL BEVEL WITH
6" O.C.
6" O.C.
X -BARS
INSIDE FACE 4 �.
3" CLR. x
SOIL THK._
#3'S AT
#3'S AT
#3'S AT
TYP. <
5
WATER FEATURE
6" O.C.
4„
3"
9,
#3'S AT
#3'S AT
#3'S AT
#3'S AT
6,
6" O.C.
DESIGNER'S NOTES
1 4" O.C.
4" O.C.
3" CLR. E
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SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION
12" O.C. THROUGHOUT
°
6'.
Q
>
AND DETAILS.
,•
c�i� _
\
D CLR. 2' MIN
=
3" CL
NAT. GRADE.
.. • ° _..ate. s
/ j/ / j
\,,\\,\\,\\,\\,\\,\\/\\
SCHEDULE-
IN THE POOL WITHOUT SOIL SUPPORT PER -
•
z TOP OF SLOPE
w
#3 HORIZ. AT
STEEL SPECIFICATIONS
AT 12" O.C. AS SHOWN
I
3"
CLR
#3 AT 12" O.C. EXTRA
- r
_
12 O.C. (TYP.)
3" CLR
�1
VERT. STL. IN RADIUS •'
I.
REINFORCING BARS: ASTM A-615, GRADE 40, FY= 40 KSI.
..
TYP. POOL BOTTOM
_
A
±'° IIS
Q
#3 VfERT. AT
J
ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR = 18" LAP MIN.).
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.
• , A-
18" MIN.
3.
'.-�,•.�.s:
�,-. °•. H
4" O..C. (TYP.)
'
- } z '� I
`� • ° •°. H/6 OR -14"
Lo
#3 VERT. AT _
O..C. (TYP.)
_
/
#3 VERT. AT 6" O.C.
7 -FT. MINIMUM DIST..( T E OF
°
O0
a
•.
#3'S AT
12" O.C. HORIZ.
TO DAYLIGHT AT S OPE
X DESCENDING SLOPE =1 I-1 I_
. W... `.
,;
wx
+ �. '
#3 HORIZ. AT 12" O.C.
(TYP.)
0
3"/\/\/>>
Q
Q
(TYP.)
"'
VERTICAL STEEL: X -BARS INSIDE FACE
O.C. F. W.
.
D E 2
3 4 5 WIDTH OF KEY
_
#3'S VERT. AT_
°.
/
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BLANK MEANS SPECIAL ENGINEERING REQ'D.
ELEVATED POOL WALL
CONC. DECKING
3'
24"
4'
FIN. GRADE
#3'S AT
24"
6"
I'
3
6" O.C.
WATER SURFACE
3'
a'
/ \ZIN
4'
#3'S AT
#3'S AT
6"
5,
4
6" O.C.
6" O.C.
6'
3" CLR. x
SOIL THK._
#3'S AT
#3'S AT
#3'S AT
TYP. <
5
6" O.C.
6" O.C.
4„
o
9,
#3'S AT
#3'S AT
#3'S AT
#3'S AT
6,
6" O.C.
6" O.C.
1 4" O.C.
4" O.C.
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ELEVATED POOL WALL
FILL ADJACENT TO POOL
o -
SHALLOW END
12"
MIN.
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NEC APPROVED
CONDUIT w
1 �W
6" MIN. I X
a
„D"
CONC. DECKING
3'
24"
4'
FIN. GRADE
5'
24"
6"
I'
6"
2'
WATER SURFACE
3'
a'
/ \ZIN
4'
#3@6"
'C 3" CLR.
6"
5,
#3@6"
w
343 BARS AT /
6'
3" CLR. x
SOIL THK._
10"
BOND BEAM
#3@4"
TYP. <
x
8'
#3 VERT. BARS AT 12" O.C.
#3 HORIZ. BARS AT 12" O.C.
o
9,
01--
•:. �
13"
10'
#4@4"
�ta
#3 HORIZ. BARS AT
°co
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SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION
12" O.C. THROUGHOUT
°
6'.
Q
>
'NEW' FILL
,•
c�i� _
\
°
NAT. GRADE.
.. • ° _..ate. s
/ j/ / j
\,,\\,\\,\\,\\,\\,\\/\\
SCHEDULE-
IN THE POOL WITHOUT SOIL SUPPORT PER -
EARTH -SIDE FACE OF WALL.
cnQ
- o ATYP.
STEEL SPECIFICATIONS
AT 12" O.C. AS SHOWN
-#3 VERT. BARS AT 12" O.C.
18" MIN.
#3 AT 12" O.C. EXTRA
_
TRANSITION
12"
VERT. STL. IN RADIUS •'
FILL ADJACENT TO POOL
o -
SHALLOW END
12"
MIN.
\\ 9 0o
NEC APPROVED
CONDUIT w
1 �W
6" MIN. I X
a
„D"
„X„
3'
24"
4'
24"
5'
24"
6"
I'
�, 6 0►.C. TO 24 /
ABOVE POOL #3's AT 12" O.C.
:.�_ • ;-.r,
EACH WAY (TYP.)
BOTTOM /../�V/1
3" CLR
MIN. WALL
VERT.
THICKNESS
DEPTH
STL. SPCG.
IN FEET
6"
0'
6"
I'
6"
2'
6"
3'
6"
4'
#3@6"
'C 3" CLR.
6"
5,
#3@6"
w
8"
6'
#3@6"
SOIL THK._
10"
7'
#3@4"
/ °• •'
10"
8'
#3@4"
#3 HORIZ. BARS AT 12" O.C.
12"
9,
#4@6"
•:. �
13"
10'
#4@4"
�ta
PRE -CAST COPING
Q w WATER
� 0° SURFACE
FOR RAISED PLANTER
3'-0"
I
CONC. DECKING
4'-0"
'Q'
Q '1
5'-0"
(•r,
BOND BEAM 6" THROUGHOUT
48" SQ.
#3 VERT. BARS AT 12" O.C.
=
_
VERT.
2'
'C 3" CLR.
PLACE ADD'L #3 BAR
DOES NOT APPLY IF
6'
w
SLOPE TO DRAIN
3'
o
SOIL THK._
AT 4" O.C.�'
DEPTH
IN FEET
FIN. GRADE
/ °• •'
*6.
IS GREATER THAN 20' H/3 11�111
�-
#3 HORIZ. BARS AT 12" O.C.
z
ui
2 S
•:. �
THROUGHOUT
SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING
WATER SURFACE
�ta
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,.
SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION
ol
3
IF "X" IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WATER
SEC. I808A.7.3. USE DETAIL #4 ELEVATED POOL WALL.
EP�CLaEAR FROM
-KEPLACE
a . POOL BOTTOM
/ j/ / j
\,,\\,\\,\\,\\,\\,\\/\\
SCHEDULE-
IN THE POOL WITHOUT SOIL SUPPORT PER -
EARTH -SIDE FACE OF WALL.
cnQ
- o ATYP.
STEEL SPECIFICATIONS
AT 12" O.C. AS SHOWN
-#3 VERT. BARS AT 12" O.C.
3-#3 TYP. 'i/
\\
BOND BEAM ;/
Q w WATER
� 0° SURFACE
D2
3'-0"
I
-
3-#3 TYP. ,/,� #3 HORIZ. BARS AT 12" O.C.
4'-0"
\
/
- -
5'-0"
(•r,
BOND BEAM 6" THROUGHOUT
48" SQ.
#3 VERT. BARS AT 12" O.C.
=
_
w
2'
'C 3" CLR.
PLACE ADD'L #3 BAR
'-COMPACTED 6" MIN.
6'
w
=
3'
NEW' FILL TYP. -
SOIL THK._
AT 4" O.C.�'
n
u
Cn
/ °• •'
*6.
4'
3" CLR.
#3 HORIZ. BARS AT 12" O.C.
_j
ui
2 S
•:. �
THROUGHOUT
SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING
VERT. STEEL
�ta
POOL
DEPTH
H'
DI
D2
3'-0"
3"
3"
4'-0"
DEEPEST LOCATION OF THE POOL.
STOP FIRST ADD'L
5'-0"
4"
4"
48" SQ.
NAT. GRADE 330
•'
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 THE LOCAL WATER TABLE A HYDROSTATIC RELIEF VALVE IS REQUIRED IN THE
VARIES L a FILL ADJACENT TO POOL -DEEP END TRANSITION 3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH.
N w Q 18" MIN 7 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2".
0-
INFt�IiTY EDGE 6 RAISED BOND BEAM TRANSITION
GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE)
5 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,
3'-0" TO WET 3'-0" TO WET
SURFACE OF POOL WALL SURFACE OF POOL WALL
APPROVED SEAL 8
LEVEL BOND
F'C = 4500 PSI, AND A 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS
CONSTRUCTION CODES DIRECTED BY LOCAL BUILDING CODES.
BUILDING AND SAFETY: 5. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS.
IBC 2012, CBC 2013, SEC. 3109 AND CHAPTER 31B 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF
EXPANSION JOINT
PRE -CAST COPING 15 LB. FELT OR BEAM WITH IRC 2012, CRC 2013, CHAPTERS 1, 2, 3, 7, AND 8 SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS.
STONE, PAVERS, 4 MIL. VISQUEEN GROUT BEFORE 9" MIN. THICKNESS INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC 2012)
OR SOIL 12.. POURING DECK 7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED
+ (SLIPSHEET) DECK OR CAP 12" #3 VERT. BARS 619- MIN. USE DOUBLE CURTAIN CONCRETE (GUNITE OR SHOTCRETE): ACI 318-11 PRIOR TO PLACEMENT OF GUNITE.
DECK AT 12" O.C. DECK2-#3 BOND BM. FOR WALL GTR. THAN 9"
2-#3 BOND BM. STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: ISPSC 2012, CHAPTER 8 8. GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT
EACH FACE OR CA o
4" CONC. STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: ISPSC 2012, CHAPTER 9 APPROVED 90 /o COMPACTED FILL.
° *--- ° --+: SLAB 0 WATER SURFACE X PLASTER: NATIONAL PLASTERERS COUNCIL (NPC), TECHNICAL MANUAL, REVISED 2011#3 HORIZ.
DECKING RECOMMENDATIONS
C 3" /\\ STANDARD FOR PUBLIC SPAS: ISPSC 2012, CHAPTER 5 1, DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
TILE \\j/\\j/\\j/ //\ \\j/ MASTIC FIN. - - cn 18" _ r 18" _ BARS @ 12 O.C._
/ /\ �° . Q ,� SPA .o �� i� „ " :.
BONDING�i\ \\ \\ SURFACE � N N N #3 AT 6 O.C. 3 " N STANDARD FOR PUBLIC SWIMMING POOLS: ISPSC 2012, CHAPTER 4 DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION.
3-#3 BARS r, r, // 3 , CLR.
AT BOND BEAM #3 BARS/\\ \ ° TILE /�\/� j 3 VERT. STEEL AT AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION.
AT 12" O.C. \\ \\\ e #3 VERT. BARS%\\% ( STRAIGHT WALL • ANSI/APSP-7 2006 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE
PLASTER '\ \ \ 3-#3 BARS / �.\ -
EACH WAY \\ AT 12" O.C. \ /r�/� j\ °O �Q-b ° . O° SPA • 3 CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL &SPA PROFESSIONALS POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF.
MIN. #8 AWG SOLID \ %//.° (APSP) (703) 838-0083 (www.APSP.ORG)
6" X 6" / 10 GA. \�h ° "; � °. O y 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED
COPPER BOND CONDUCTOR �. /\.�' • • „- ='= • . o ' ELECTRICAL CODE: CEC 2013, SEC. 680.26
W.W.F. OR // r c' PERMANENT RESILIENT SEALANT.
ATTACHED TO #8 AWG COPPER a PLASTER / 'a..:'• T/ �a ANY APPLICABLE LOCAL ORDINANCES
GRID AT MIN. (4) POINTS. CONDUCTOR SHALL #8 AWG BARE COPPER WIRE HORIZ. BARS " Z4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH
6 TYP. FLOOR GRID AT 12" O.C. EACH WAY\_#3
AT 12" O.C. +` N
FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. SECTION WITH #3 o HEALTH AND SAFETY NOTES A 1/2" MIN. NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL.
(TYP.) AT 12" O.C. EACH WAY �' 5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND PLACE 15# BUILDING FELT OR 4 MIL.
COPING, STONE, PAVERS, OR SOIL TYPICAL CANTILEVER DECK RAISED SPA 1. POOLS WITH DIVING BOARDS SHALL MEET THE NSPI DIVING POOL GEOMETRIC STANDARDS, VISQUEEN ON TOP. DECKING MATERIAL MUST NOT TOUCH COPING OR BOND BEAM.
q I O I I SEE TYP. POOL- � ' \v. AND OR LOCAL CODES. (CBC 2013, SEC. 31B-1 THRU SEC. 31B-3, AND SEC. 3113B).
NOTE: PROVIDE (2) ANTI -VORTEX SECTION
BONDING GRID REQUIREMENTS FOR PAVED AND UNPAVED SURFACES: DRAINS. ONE LOCATED IN SPA FLOOR 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR HOMEOWNER
POOL SHELL AND (PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN ACCORDANCE AND ONE LOCATED ON SIDE OF SPA SEAT ASSISTIVE DEVICES FOR THE DISABLED.
WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED 3" ABOVE SPA FLOOR, PER IAPMO POOL 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 1. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL AND SPA CODE. SPA ADJACENT TO POOL 4. POOL FENCING SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 2. DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY.
OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS UNIFORMLY SPACED AROUND
IZ 5. PRIOR TO FILLING, THE POOL AND/OR SPA SHALL BE COMPLETELY ENCLOSED BY A 5 -FT. 3. DO NOT USE A BLACK RUBBER HOSE WHEN FILLING POOL (IT STAINS THE PLASTER). TIE A
THE PERIMETER OF THE POOL. HIGH FENCE AND GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER.
SELF-CLOSING AND SELF -LATCHING WITH LATCH A MIN. OF 5 -FT. HIGH. WHERE THIS
"P" BOULDER WT. 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
6- (MAX. WT. - 185 PCF) CRC 2013, APPENDIX G 105). ROOTS THAT CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE
J z6. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND TWO MAIN DRAINS. BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A
U N z 7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING.
6" -
`\ _ J 10'-0" MIN. � 8. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN
7//�// w 00 = ACCORDANCE WITH LOCAL REGULATIONS.
. .
#3 BARS AT 6' 12"
�:. Q WATER LEVEL
BEND BOND O.C. EA. WAY ° •. '"',li1.•--,,;-;,, :.;: _ t' 9. ANY METAL WITHIN 5 -FT. OF POOL EDGE MUST �E GROUNDED PER THE
BARS ° BEAM STEEL PAD SIZE "IN 4Q o_ ° Q CEC 2013, SEC. 680. NOTE: BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ
/ ' ' �- ( `� R=2'-6" MAX.
// / j\ /\/\/• AROUND 8" MIN. THICKNESS w w 5' AND UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
NICHE STEEL REINF. W 0 TOP OR I ,;`, R=I' -O" MIN. THIS PLAN IS THE WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED
6' MIN. "X" BARS o 00 TOE OFgip+ 3'_0" WITHOUT HER PERMISSION.
SECTION 3" CLR. �, o SLOPE -
CLR. ADD #3 BARS AT 12" O.C. LONGITUDINAL
LAP 24" o = DOWEL INTO EXISTING z THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY:
POOL ~ 'O 5' AT TRANSITION NEW POOL WALL OR a
18" LAP \ ,° FLR. N (n SPA FLOOR WITH /\\/ PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS,
•
REINFORCE GUNITE WITH #3 BARS \//\//\�
• �� " FLOOR j I EPDXY ,�/\\/\\/\ LA QUINTA ,DESERT HOT SPRINGS, INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND INDIO
PROVIDE (2) ANTI -VORTEX DRAINS @ 12 O.C. BOTH WAYS I. ADHESIVE ,�
RECESSED , , /, /. _ 3 CLR. WITH NSPI-APPROVED SUCTION COVERS. ° F� �'' SPECIAL z
#3 AT 6" O.C. LIGHT FOR POOL 2' TO 5' DEEP TABLE I LOCATE DRAINS EQUAL DISTANCE SFO INSPECTION c !X/jam/% Q4(
BOTH WAYS 6" MIN. -• E INSTALL HYDROSTATIC VALVE AND
AROUND NICHE
18" MIN.
LAP (TYP.) 6" MIN. O 243 BARS
BOULDER SIZE
"P"
PAD SIZE "W"
"D"
5'
° �E`G SC'N
777#
DEEPEST LOCATION OF THE POOL.
STOP FIRST ADD'L
#3 AT 6" O.C.
36" DIAM.
2609#
48" SQ.
NAT. GRADE 330
•'
5.
THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL
VERT. STEEL-
60" SQ.
PLACE ADD'L #3 BAR
= z
6'
��\/\\\\//'//
STRUCTURE AND PROVIDE 2.0% MINIMUM SURFACE RUNOFF.
AT 4" O.C.�'
/ °• •'
*6.
THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A
STOP SECOND ADD' -
-OR44-BAR -M 6" O.C.
•:. �
SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING
VERT. STEEL
�ta
PER TABLE AT LEFT
7'
,.
SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION
IEQUIVAL,MINIMUM COEFF. OF FRICTION, PASSIVE
EP�CLaEAR FROM
-KEPLACE
a . POOL BOTTOM
LATERALCONCENTRPREION SSUREDAND ENT FLUID PR SING SUREALUES,
FIRST ADD'L #3 BAR
�`z ��,
`'�
EARTH -SIDE FACE OF WALL.
8
- o ATYP.
STEEL SPECIFICATIONS
AT 12" O.C. AS SHOWN
- -
#3 AT 12" O.C. EXTRA
_
_
•
VERT. STL. IN RADIUS •'
I.
REINFORCING BARS: ASTM A-615, GRADE 40, FY= 40 KSI.
..
TYP. POOL BOTTOM
_
A
-
2.
J
ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR = 18" LAP MIN.).
_ w
_j I-
.
• , A-
18" MIN.
3.
ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN
VARIES L a FILL ADJACENT TO POOL -DEEP END TRANSITION 3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH.
N w Q 18" MIN 7 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2".
0-
INFt�IiTY EDGE 6 RAISED BOND BEAM TRANSITION
GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE)
5 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,
3'-0" TO WET 3'-0" TO WET
SURFACE OF POOL WALL SURFACE OF POOL WALL
APPROVED SEAL 8
LEVEL BOND
F'C = 4500 PSI, AND A 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS
CONSTRUCTION CODES DIRECTED BY LOCAL BUILDING CODES.
BUILDING AND SAFETY: 5. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS.
IBC 2012, CBC 2013, SEC. 3109 AND CHAPTER 31B 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF
EXPANSION JOINT
PRE -CAST COPING 15 LB. FELT OR BEAM WITH IRC 2012, CRC 2013, CHAPTERS 1, 2, 3, 7, AND 8 SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS.
STONE, PAVERS, 4 MIL. VISQUEEN GROUT BEFORE 9" MIN. THICKNESS INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC 2012)
OR SOIL 12.. POURING DECK 7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED
+ (SLIPSHEET) DECK OR CAP 12" #3 VERT. BARS 619- MIN. USE DOUBLE CURTAIN CONCRETE (GUNITE OR SHOTCRETE): ACI 318-11 PRIOR TO PLACEMENT OF GUNITE.
DECK AT 12" O.C. DECK2-#3 BOND BM. FOR WALL GTR. THAN 9"
2-#3 BOND BM. STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: ISPSC 2012, CHAPTER 8 8. GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT
EACH FACE OR CA o
4" CONC. STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: ISPSC 2012, CHAPTER 9 APPROVED 90 /o COMPACTED FILL.
° *--- ° --+: SLAB 0 WATER SURFACE X PLASTER: NATIONAL PLASTERERS COUNCIL (NPC), TECHNICAL MANUAL, REVISED 2011#3 HORIZ.
DECKING RECOMMENDATIONS
C 3" /\\ STANDARD FOR PUBLIC SPAS: ISPSC 2012, CHAPTER 5 1, DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
TILE \\j/\\j/\\j/ //\ \\j/ MASTIC FIN. - - cn 18" _ r 18" _ BARS @ 12 O.C._
/ /\ �° . Q ,� SPA .o �� i� „ " :.
BONDING�i\ \\ \\ SURFACE � N N N #3 AT 6 O.C. 3 " N STANDARD FOR PUBLIC SWIMMING POOLS: ISPSC 2012, CHAPTER 4 DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION.
3-#3 BARS r, r, // 3 , CLR.
AT BOND BEAM #3 BARS/\\ \ ° TILE /�\/� j 3 VERT. STEEL AT AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION.
AT 12" O.C. \\ \\\ e #3 VERT. BARS%\\% ( STRAIGHT WALL • ANSI/APSP-7 2006 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE
PLASTER '\ \ \ 3-#3 BARS / �.\ -
EACH WAY \\ AT 12" O.C. \ /r�/� j\ °O �Q-b ° . O° SPA • 3 CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL &SPA PROFESSIONALS POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF.
MIN. #8 AWG SOLID \ %//.° (APSP) (703) 838-0083 (www.APSP.ORG)
6" X 6" / 10 GA. \�h ° "; � °. O y 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED
COPPER BOND CONDUCTOR �. /\.�' • • „- ='= • . o ' ELECTRICAL CODE: CEC 2013, SEC. 680.26
W.W.F. OR // r c' PERMANENT RESILIENT SEALANT.
ATTACHED TO #8 AWG COPPER a PLASTER / 'a..:'• T/ �a ANY APPLICABLE LOCAL ORDINANCES
GRID AT MIN. (4) POINTS. CONDUCTOR SHALL #8 AWG BARE COPPER WIRE HORIZ. BARS " Z4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH
6 TYP. FLOOR GRID AT 12" O.C. EACH WAY\_#3
AT 12" O.C. +` N
FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. SECTION WITH #3 o HEALTH AND SAFETY NOTES A 1/2" MIN. NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL.
(TYP.) AT 12" O.C. EACH WAY �' 5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND PLACE 15# BUILDING FELT OR 4 MIL.
COPING, STONE, PAVERS, OR SOIL TYPICAL CANTILEVER DECK RAISED SPA 1. POOLS WITH DIVING BOARDS SHALL MEET THE NSPI DIVING POOL GEOMETRIC STANDARDS, VISQUEEN ON TOP. DECKING MATERIAL MUST NOT TOUCH COPING OR BOND BEAM.
q I O I I SEE TYP. POOL- � ' \v. AND OR LOCAL CODES. (CBC 2013, SEC. 31B-1 THRU SEC. 31B-3, AND SEC. 3113B).
NOTE: PROVIDE (2) ANTI -VORTEX SECTION
BONDING GRID REQUIREMENTS FOR PAVED AND UNPAVED SURFACES: DRAINS. ONE LOCATED IN SPA FLOOR 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR HOMEOWNER
POOL SHELL AND (PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN ACCORDANCE AND ONE LOCATED ON SIDE OF SPA SEAT ASSISTIVE DEVICES FOR THE DISABLED.
WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED 3" ABOVE SPA FLOOR, PER IAPMO POOL 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 1. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL AND SPA CODE. SPA ADJACENT TO POOL 4. POOL FENCING SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 2. DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY.
OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS UNIFORMLY SPACED AROUND
IZ 5. PRIOR TO FILLING, THE POOL AND/OR SPA SHALL BE COMPLETELY ENCLOSED BY A 5 -FT. 3. DO NOT USE A BLACK RUBBER HOSE WHEN FILLING POOL (IT STAINS THE PLASTER). TIE A
THE PERIMETER OF THE POOL. HIGH FENCE AND GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER.
SELF-CLOSING AND SELF -LATCHING WITH LATCH A MIN. OF 5 -FT. HIGH. WHERE THIS
"P" BOULDER WT. 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
6- (MAX. WT. - 185 PCF) CRC 2013, APPENDIX G 105). ROOTS THAT CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE
J z6. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND TWO MAIN DRAINS. BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A
U N z 7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING.
6" -
`\ _ J 10'-0" MIN. � 8. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN
7//�// w 00 = ACCORDANCE WITH LOCAL REGULATIONS.
. .
#3 BARS AT 6' 12"
�:. Q WATER LEVEL
BEND BOND O.C. EA. WAY ° •. '"',li1.•--,,;-;,, :.;: _ t' 9. ANY METAL WITHIN 5 -FT. OF POOL EDGE MUST �E GROUNDED PER THE
BARS ° BEAM STEEL PAD SIZE "IN 4Q o_ ° Q CEC 2013, SEC. 680. NOTE: BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ
/ ' ' �- ( `� R=2'-6" MAX.
// / j\ /\/\/• AROUND 8" MIN. THICKNESS w w 5' AND UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
NICHE STEEL REINF. W 0 TOP OR I ,;`, R=I' -O" MIN. THIS PLAN IS THE WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED
6' MIN. "X" BARS o 00 TOE OFgip+ 3'_0" WITHOUT HER PERMISSION.
SECTION 3" CLR. �, o SLOPE -
CLR. ADD #3 BARS AT 12" O.C. LONGITUDINAL
LAP 24" o = DOWEL INTO EXISTING z THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY:
POOL ~ 'O 5' AT TRANSITION NEW POOL WALL OR a
18" LAP \ ,° FLR. N (n SPA FLOOR WITH /\\/ PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS,
•
REINFORCE GUNITE WITH #3 BARS \//\//\�
• �� " FLOOR j I EPDXY ,�/\\/\\/\ LA QUINTA ,DESERT HOT SPRINGS, INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND INDIO
PROVIDE (2) ANTI -VORTEX DRAINS @ 12 O.C. BOTH WAYS I. ADHESIVE ,�
RECESSED , , /, /. _ 3 CLR. WITH NSPI-APPROVED SUCTION COVERS. ° F� �'' SPECIAL z
#3 AT 6" O.C. LIGHT FOR POOL 2' TO 5' DEEP TABLE I LOCATE DRAINS EQUAL DISTANCE SFO INSPECTION c !X/jam/% Q4(
BOTH WAYS 6" MIN. -• E INSTALL HYDROSTATIC VALVE AND
AROUND NICHE
18" MIN.
LAP (TYP.) 6" MIN. O 243 BARS
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.
APART FROM OUTLET PIPE. NOT APARTA .. Q /\\i\\
SUCTION OUTLETS SHALL BE DESIGNED AND ROCK PACK AT LOW POINT WHERE REQUIRED �• • . REQ'D w a ( \j\\\// POOL AND SPA STEEL REINFORCING PLAN
BY HIGH WATER TABLE.
INSTALLED IN ACCORDANCE WITH ANSI /APSP-7 10 °. • a �" ° �\\/� e . '�
AND CBC 3109.4.4.8. EXISTING POOL
'\ WALL '\\� POOL CONTRACTOR: HOMEOWNER:
/� i � FOR POOL 5'-6" TO 8' DEEP TABLE 2 LOCATE MAIN DRAINS AT LOW POINT. ° �
{D• •Z.OI� ?e
\ ` / t RECESSED
\
�- LIGHT
ELEVATION - T r •+r- - NICHE PLAN
13 SECTION AT LIGHT BOX 14
SKIMMER NICHE DETAIL
BOULDER SIZE
"P" 1PAD
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.
MAIN DRAIN PIPES SHALL NOT #3 DOWELS AT 12" O.C. VERT. AND ADDRESS: A��'gs Tv P .¢
ENCROACH INTO GUNITE SHELL. ALTERNATE:\ HORIZ. (MAX. TYP'.) OR USE
EXPOSE EXISTING STEEL SPACING IN DETAIL #1 FOR POOL
STEEL AND LAP DEPTH GREATER THAN 4 FEET.
TYPICAL LONGITUDINAL SECTION
I � 18" MIN.
RETROFIT TIE STEEL
DATE:
JOB NO.:
TEL. NO.:
• VFAIFV g011 r4APA(-TFRICTI("C PFR "4(111 romnITIONS" NOTF 46
PLAN VALID ONLY WITH
BLUE WET STAMP AND
ENGINEER'S SIGNATURE
IN BLACK INK ON PLAN
CRFAI 1-1)09 MARCH 7015
I--
w
0
0
O
EL
SCHEDULE "A"
WALL
VERT.
VERT.
THICKNESS
STEEL
DEPTH
343 BARS
SPACING
IN FEET
6
#3
0'
No WATER SURFACE
AT 12"
„
POOL RI,DEPTH
6
#3
I'
3'-6"
AT 12"
5,
6
#3
2'
—
AT 12"
3"
6
#3
3
#�3S AT
O.C.
AT 12"
5'-0"
6
#3
4'
— — —
AT 12"
d
8"
#3
5'
: •
AT 6"
I= -
8
#3
6'
a
AT 6„
6-0"
10„
#3
7,
=
AT 4"
6-6"
3'_p„
d • •
-7-W
STOP EXTRA STEEL
— —
II"
A��„
:: 8'
Z
z �
I?
12"
z
SLOPE 1/8" TO
I
QI/4" PER I_-0"
�
d-
N a a Q J �p '•
J_ -
�w
3" CLR.
OR AS REQ'D BY CITY • °
—SFF DECK1iNG XQIES_
COMPACTED SOIL •
WALL T .�
HICKNESS TO BE —�
—CHANC EDI FQRM.LY
FOR POOL DEPTH 5 -FT. OR
---GREA�FER-,�D -VER -BAR -S P
SCHEDULE "A" AT LEFT
Eft
3" CLR
SCHEDULE- I
#3 VERT. AT 6" O.C.
4'
RADIUS SCHEDULE
343 BARS
X -BARS
GUNITE SURFACE
/77 TYPICAL BOND BEAM STEEL
6"
2'
No WATER SURFACE
INSIDE FACE
„
POOL RI,DEPTH
#3'S AT
6" O.C.
#3@6"
3-#3 BARS AT / -3"
BOND BEAM
3'-6"
1'-0"
5,
3..
— — —
#3'S AT
4" O.C.
—
4'-0"
3"
#3'S AT
6" O.C.
#3 VERT. BARS PER SCHED. "A"
_
#�3S AT
O.C.
57
5'-0"
1'-6"
5'-6"
2'-0„
— — —
—
d
#3 HORIZ. BARS AT 12" O.C.
:D
'NEW' FILL
: •
�\
I= -
d'
10
HRDIIGHOU.T
a
TOP OF SLOPE
6-0"
2'-6"
o
m
=
—
6-6"
3'_p„
d • •
-7-W
STOP EXTRA STEEL
— —
d ..
7'-0"
31_61,
cwn
Jj
7'-6"
4'-0"
— --
2
—
.
! d
8'_0"
4,_6
°s
6' N
w
-a--
'
-j
#3 AT 12" O.C.
— —
0
BOTH WAYS
#3'S VERT. AT \
• .�
—
IN POOL BOTTOM,
CENTER
—
Lo
ALL STEEL
IN GUNITE
° .
TYP. POOL REINFORCEMENT
18" MIN.
TRANSITION
POOL OR SPA t12�l
"
BLANK MEANS SPECIAL ENGINEERING REQ'D. ELEVATED POOL WALL
M
F—
w
LU
0
O
O
w
CONC. DECKING
3" CLR
3
#3 VERT. AT 6" O.C.
4'
3,
#3'S AT
6" O.C.
X -BARS
6'
OUTSIDE FACE
6"
2'
3"
INSIDE FACE
a
#3'S AT
6" O.C.
#3@6"
3-#3 BARS AT / -3"
BOND BEAM
CLR. x
#3 AT 4" O.C.
5,
3..
#3'S AT
6" O.C.
#3'S AT
4" O.C.
#3 VERT. BARS AT 12" O.C.
D
3"
#3'S AT
6" O.C.
CLR.
E
#�3S AT
O.C.
57
12" O.C. THROUGHOUT 716..
CLR.
12"
2' MIN
#3 VERT. AT
9'
d
•'
'NEW' FILL
: •
�\
I= -
d'
10
Z
TOP OF SLOPE
w
o
m
cV
—
STOP FIRST ADD'L
— — — — —
d • •
-7-W
d ..
Rpp\V uLE
C�
°
3"
Jj
TRANSITION
12'1
#3 HORIZ. AT IZ" O.C.
.
! d
°s
6' N
w
o
-1
#3'S VERT. AT \
• .�
H/6 OR III
Lo
#3'S AT
6" O.C. TO 24"
7 -FT. MINIMUM DIST.- TOE
OF
' ' •
%
/
12" O.C. HORIZ.
"X"
TO DAYLIGHT AT SLOPE
DESCENDING SLOPE --
—
#3'S AT 12" O.C.
\
BOTTOM \
(TYP.)
EACH WAY (TYP.)
VERTICAL STEEL: X -BARS INSIDE FACE
3" CLR
c\,
D E
2'
3'
4'
5'
WIDTH OF KEY
BLANK MEANS SPECIAL ENGINEERING REQ'D. ELEVATED POOL WALL
M
F—
w
LU
0
O
O
w
CONC. DECKING
3" CLR
3
FIN. GRADE
4'
3,
#3'S AT
6" O.C.
24"
6'
WATER SURFAC
6"
2'
3"
41
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3@6"
3-#3 BARS AT / -3"
BOND BEAM
CLR. x
#3 AT 4" O.C.
5,
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3'S AT
4" O.C.
#3 VERT. BARS AT 12" O.C.
6'
6,
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3'S AT
4" O.C.
#�3S AT
O.C.
BLANK MEANS SPECIAL ENGINEERING REQ'D. ELEVATED POOL WALL
M
F—
w
LU
0
O
O
w
CONC. DECKING
3" CLR
3
FIN. GRADE
4'
24"
5'
24"
6'
WATER SURFAC
6"
2'
3"
CLR
6"
12 O.C.. (TYP.)
#3@6"
3-#3 BARS AT / -3"
BOND BEAM
CLR. x
#3 AT 4" O.C.
\/!/,
5,
TYP. `t
MIN.
#3 VERT. BARS AT 12" O.C.
6'
10"
Q
#3 HORIZ. BARS AT
•
10"
57
12" O.C. THROUGHOUT 716..
8'
12"
#3 VERT. AT
9'
d
•'
'NEW' FILL
: •
�\
d'
10
NAT. GRADE.
#3 VERT. AT 6" O.C.
o
m
4.
—
STOP FIRST ADD'L
— — — — —
d • •
-7-W
d ..
Rpp\V uLE
C�
°
3"
Jj
TRANSITION
12'1
#3 HORIZ. AT IZ" O.C.
NEC APPR
CONDUIT -
8 FILL ADJACENT TO POOL
SHALLOW END
N
12" "
#3 TIES AT TOP VARIES 12
AND BOTTOM
OF POOL WALL
PRE -CAST COPING 1000#MAX.
CONC. DECKING EXIST. HOUSE
CONC. DECKING EXPANSION JOINT APPROVED MASTIC ANT OR BLK. WALL GENERAL NOTES
X I. THIS STANDARD STRUCTURAL
FIN. GRADE SEE SCHEDULE 2 CONC. DECK FOOTING PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING
TYP. BOND BEAM W/ 3-#3 BARS POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION
3" CLR. %r.WATER SURFACE �\ BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE
~ d " ! '\�%\�%\��\�%\/ \///�\// AWAY FROM POOL.
3-#3 TYP. BOND x z w 11 1 LU�; ; // //
`Sy4 BEAM 9 #3 VERT. BARS AT 6' O.C. � o o \/\\\//\\ w �j�\/\\ \ 1/2" X 3" FELT 2• REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE
(FOR DEEP END RAMP ONLY) SITE AND ARE
cn - \ \ / ///////
O c�1 Z %\� \\\ COMPACTED / . ,�\,�\,,�\.,Y.,� RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE
Q COMPACTED SND #3 HORIZ. BARS AT 12" O.C. J M - w 'i�i `SG o SOIL ��\/ FOR TYPICAL WALL THICKNESS APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE.
SOIL 'Q4r�j� . r THROUGHOUT _ °�° Q w ��ti 45 `� SEE DETAIL I
cn4* w �Q EXPANSION JOINT 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS WELL -DRAINED
o ONE STORY HOUSE, ,
NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER
c� N
5" CL ' Q OR GARAGE FOUNDATION,/ti,� 3A ALL DECKING ADJACENT TO WALLS OR POOL CONTRACTOR TO VERIFY
OR 6 FT. HIGH BLOCK WALL o OR PERMANENT STRUCTURES SOILS CONDITIONS PRIOR TO CONSTRUCTION.
Fiy� rtPD��s NSD• 1000 LB/FT MAX. LOAD � = SHALL BE SEPARATED BY A I/2" 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
SEE w c�� 3" CLR.
C/) MIN. JOINT OF NON -EXPANSIVE, DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS.
5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN IT
F� w NON -POROUS FELT OR SIMILAR MATERIAL.
IS
PLACE ADD'L VERT. STEEL
: 3`3° < IN WALL IN ACCORDANCE �\ THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE
WITH SCHEDULE 2 J`�' aJv = SCHEDULE- 2 SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION.
CSR �Q ��� w 6. THE FLYING BUTTRESS RECOMMENDS TU
#3 AT 6" O.C. VERT.
BARS IN RADIUS 330 MAX. w ..• . .
... ••
d
T
SHALLOW OR DEEP END RAMP 18" MIN..
T ANSITI N BUILDING SURCHARGE
NOTE:
VERIFY DIRECTION OF
DAM WALL BEVEL WITH
WATER FEATURE
DESIGNER'S NOTES
AND DETAILS.
3" CLR
3
24"
4'
24"
5'
24"
6'
24"
N
12" "
#3 TIES AT TOP VARIES 12
AND BOTTOM
OF POOL WALL
PRE -CAST COPING 1000#MAX.
CONC. DECKING EXIST. HOUSE
CONC. DECKING EXPANSION JOINT APPROVED MASTIC ANT OR BLK. WALL GENERAL NOTES
X I. THIS STANDARD STRUCTURAL
FIN. GRADE SEE SCHEDULE 2 CONC. DECK FOOTING PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING
TYP. BOND BEAM W/ 3-#3 BARS POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION
3" CLR. %r.WATER SURFACE �\ BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE
~ d " ! '\�%\�%\��\�%\/ \///�\// AWAY FROM POOL.
3-#3 TYP. BOND x z w 11 1 LU�; ; // //
`Sy4 BEAM 9 #3 VERT. BARS AT 6' O.C. � o o \/\\\//\\ w �j�\/\\ \ 1/2" X 3" FELT 2• REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE
(FOR DEEP END RAMP ONLY) SITE AND ARE
cn - \ \ / ///////
O c�1 Z %\� \\\ COMPACTED / . ,�\,�\,,�\.,Y.,� RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE
Q COMPACTED SND #3 HORIZ. BARS AT 12" O.C. J M - w 'i�i `SG o SOIL ��\/ FOR TYPICAL WALL THICKNESS APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE.
SOIL 'Q4r�j� . r THROUGHOUT _ °�° Q w ��ti 45 `� SEE DETAIL I
cn4* w �Q EXPANSION JOINT 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS WELL -DRAINED
o ONE STORY HOUSE, ,
NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER
c� N
5" CL ' Q OR GARAGE FOUNDATION,/ti,� 3A ALL DECKING ADJACENT TO WALLS OR POOL CONTRACTOR TO VERIFY
OR 6 FT. HIGH BLOCK WALL o OR PERMANENT STRUCTURES SOILS CONDITIONS PRIOR TO CONSTRUCTION.
Fiy� rtPD��s NSD• 1000 LB/FT MAX. LOAD � = SHALL BE SEPARATED BY A I/2" 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
SEE w c�� 3" CLR.
C/) MIN. JOINT OF NON -EXPANSIVE, DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS.
5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN IT
F� w NON -POROUS FELT OR SIMILAR MATERIAL.
IS
PLACE ADD'L VERT. STEEL
: 3`3° < IN WALL IN ACCORDANCE �\ THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE
WITH SCHEDULE 2 J`�' aJv = SCHEDULE- 2 SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION.
CSR �Q ��� w 6. THE FLYING BUTTRESS RECOMMENDS TU
#3 AT 6" O.C. VERT.
BARS IN RADIUS 330 MAX. w ..• . .
... ••
d
T
SHALLOW OR DEEP END RAMP 18" MIN..
T ANSITI N BUILDING SURCHARGE
NOTE:
VERIFY DIRECTION OF
DAM WALL BEVEL WITH
WATER FEATURE
DESIGNER'S NOTES
AND DETAILS.
3' -0" TO WET
SURFACE OF POOL WALL
APPROVED SEAL 8
EXPANSION JOINT
- STONE, PAVERS,
OR SOIL
I. 12"
PRE -CAST COPING
I
3'-0" TO WET
SURFACE OF POOL WALL
15 LB. FELT OR
4 MIL. VISQUEEN
(SLIPSHEET) _,
MIN. WALL
3" CLR
THICKNESS
DEPTH
STL. SPCG.
IN FEET
6"
p,
#3 HORIZ. AT
"
I,
6"
2'
3"
CLR
6"
12 O.C.. (TYP.)
#3@6"
3" CLR
6"
#3 AT 4" O.C.
#3@6"
5,
#3 VERT. AT
MIN.
#3@6"
6'
10"
THK.
4" O.C. (TYP.)
7,
10"
=
#3@4"
8'
12"
#3 VERT. AT
9'
131,10
•'
/Y\,�\,�\,�\,�\�'��'\T
4
4" O.C. (TYP.)
—
Z
— — —
THROUGHOUT
—
#3 VERT. AT 6" O.C.
o
m
4.
—
STOP FIRST ADD'L
— — — — —
d • •
-7-W
d ..
Rpp\V uLE
C�
°
3"
Jj
#3 HORIZ. AT IZ" O.C.
#3'S AT 12"\\i\'
°s
(TYP.)
O.C. E. W.
#3'S VERT. AT \
6" O.C. TO 24"
' ' •
%
/
ABOVE POOL
�'-° .,.�_;
#3'S AT 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
I
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"
p,
6„
I,
6"
2'
6"
3,
6"
43 AT 3" O.C.
#3@6"
4,
6"
#3 AT 4" O.C.
#3@6"
5,
8"
MIN.
#3@6"
6'
10"
THK.
#3@4"
7,
10"
=
#3@4"
8'
12"
#4@6"
9'
131,10
#4@4"
(n
A SOILS REPORT. AT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN
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.
EQUALS POOL
BLANK MEANS NO SPECIAL THICKNESS OR D' DEPTH OR H/2. 'X'
REINF. REQUIRED. _ (GREATER DIST.
= — CONTROLS)
PRE -CAST COPING SPECIAL ENGINEERING REQ'D '1=1�1-1I I-1 — FOR RAISED PLANTER
VERT. CONC. DECKING =
SLOPE TO DRAIN
DEPTH DOES NOT APPLY IF 'Q' Q
— _ z IN FEET FIN. GRADE IS GREATER THAN 20'
-
/\/\/\ . M WATER SURFACE-
C-)
URFACE 01 d IF "X" IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WATER
3-#3 TYP. '% Q w WATER ����\���\�������\��Y��\\;/\\ #3 VERT. BARS AT 12" O.C. SCHEDULE - 3 IN THE POOL WITHOUT SOIL SUPPORT PER SEC. I808A.7.3. USE DETAIL #4 - ELEVATE
D POOL WALL.
BOND BEAM ;\/ � °' SURFACE I 3 —
\/
VERTICAL STEEL REQ'D FOR SURCHARGE LOAD
X
DEPTH
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.
2' -
43 AT 3" O.C.
#4 AT 3" O.C.
5'-0"
MIN.
#3 AT 4" O.C.
#3 AT 4" O.C.
#4 AT 4" O.C.
6'-0"
MIN.
'NEW' FILL 3" CLR.
#3 AT 4" O.C.
I #4 AT 4" O.C.
A SOILS REPORT. AT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN
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.
EQUALS POOL
BLANK MEANS NO SPECIAL THICKNESS OR D' DEPTH OR H/2. 'X'
REINF. REQUIRED. _ (GREATER DIST.
= — CONTROLS)
PRE -CAST COPING SPECIAL ENGINEERING REQ'D '1=1�1-1I I-1 — FOR RAISED PLANTER
VERT. CONC. DECKING =
SLOPE TO DRAIN
DEPTH DOES NOT APPLY IF 'Q' Q
— _ z IN FEET FIN. GRADE IS GREATER THAN 20'
-
/\/\/\ . M WATER SURFACE-
C-)
URFACE 01 d IF "X" IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WATER
3-#3 TYP. '% Q w WATER ����\���\�������\��Y��\\;/\\ #3 VERT. BARS AT 12" O.C. SCHEDULE - 3 IN THE POOL WITHOUT SOIL SUPPORT PER SEC. I808A.7.3. USE DETAIL #4 - ELEVATE
D POOL WALL.
BOND BEAM ;\/ � °' SURFACE I 3 —
\/
DI
D2
"D"
3"
3"
4'-0"
4"
#3 HORIZ. BARS AT 12" O.C.
5'-0"
#3 VERT. BARS AT 12" O.C.
4"
_
�
2' -
BOND BEAM
_ _ 6"
—4" CONC.
THROUGHOUT
_
'-COMPACTED 6" MIN.
SOIL
#3 AT 4" O.C.
SLAB
w
3'
'NEW' FILL 3" CLR.
THK.
w
=
—JYP—
3" CLR.
-
#3 HORIZ. BARS AT 12" O.C._
_j
(n
4
—
—
Z
— — —
THROUGHOUT
—
w
'
i
—
STOP FIRST ADD'L
— — — — —
D
Rpp\V uLE
C�
POOL
DEPTH
H'
DI
D2
"D"
3"
3"
4'-0"
4"
4"
5'-0"
4"
4"
6'-0"
711
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
5 _ r_EXCEEDS THE LOCAL WATER TABLE, A HYDROSTATIC RELIEF VALVE IS REQUIRED IN THE
VERT. STEEL— — — — _ _ NAT. GRADE DEEPEST LOCATION OF THE POOL.
PLACE ADD'L #3 BAR — /�/ /`\\ /,\`\\ /�\/� /�� 33° 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL
AT 4" O.C. N z 6 �������j �•— STRUCTURE AND PROVIDE 2.0% MINIMUM SURFACE RUNOFF.
STOP SECOND ADD' — Q -OR-#4-BAR-AT 6" O.C. '. Q� *6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A
VERT. STEEL PER TABLE AT LEFT 7' SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING
K EP_�LCLLAR FROM a. SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION
PLACE FIRST ADD'L #3 BAR Q �, EARTH -SIDE FACE OF WALL. ° CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASSIVE
$' — — '"� O • o TYP. POOL BOTTOM LATERAL PRESSURE, AND EQUIVALENT FLUID PRESSURE.
AT 12" O.C. AS sHowN_ _ �
#3 AT 12" O.C. EXTRA STEEL SPECIFICATION • • w S
• TYP. POOL BOTTOM VERT. STL. IN RADIUS•' '°
__ I. REINFORCING BARS: ASTM A-615, GRADE 40, FY= 40 KSI.
Y W ..
A— —
0 2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR = 18" LAP MIN.).
~ w
cm �+�4=° " �- 18" MIN.
LU F 3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN
FILL ADJACENT TO POOL -DEEP END TRANSITION 3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH.
(f)� a 18" MIN. %
4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2".
RAISED BOND BEAM TRANSITION
6 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.
LEVEL BOND
BEAM WITH
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 C
GROUT BEFORE
"P"
IBC 2012, CBC 2013, SEC. 3109 AND CHAPTER 31B ONTINUOUSLY FOR 14 DAYS.
"D"
STEEL "X" BARS
24" DIAM.
IRC 2012, CRC 2013, CHAPTERS I, 2, 3, 7, AND 8 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH
36" SQ.
POURING DECK
9" MIN. THICKNESS
A WATERPROOF
INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC 2012) SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS.
2609#
DECK
DECK OR CAP 12 #3 VERT. BARS USE DOUBLE CURTAIN
6" MIN. 2-#3 BOND BM. FOR WALL GTR. THAN 9"
2-#3 BOND BM. AT 12" O.C. DECK
7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED
CONCRETE (GUNITE OR SHOTCRETE): ACI 318 -II
48" DIAM.
—4" CONC.
EACH FACE OR CA
PRIOR TO PLACEMENT OF GUNITE.
STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: ISPSC 2012, CHAPTER 8
#3 AT 4" O.C.
SLAB
STANDARD FOR PERMANENTLY INSTALLED RESIDEN $. GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING
TIAL SPAS: ISPSC 2012, CHAPTER 9 o DEPARTMENT
�/ a o WATER SURFACE j APPROVED 90 /o COMPACTED FILL.
LL' Q\\ #3 HORIZ. PLASTER: NATIONAL PLASTERERS COUNCIL (NPC), TECHNICAL MANUAL, REVISED 2011 DECKING RECOMMENDATIONS
MASTIC F I N. 3" /\\ .: '.
3-#3 BARS BONDING\, \\/j �-° SURFACE 18 ^ SPA 18 . BARS @ 12" O.C. .' STANDARD FOR PUBLIC SPAS:
ISPSC 2012, CHAPTER 5
AT BOND BEAM #3 BARS �j\\ \ ° TILE p 3 N N c" #3 AT 6" O.C. 3" 3 N STANDARD FOR PUBLIC SWIMMING POOLS: I. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
3�, � ISPSC 2012, CHAPTER 4
\ VERT. STEEL AT CLR. DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION.
PLASTER EACH WAY \\ \\ \ /�\/�/\\/ '_" AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE
3-#3 BARS #3 VERT. BARS % / d- STRAIGHT WALL THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION.
/, ` ° 00 - - ANSI/APSP-7 2006 UCTION.
OR \i\/ / AT 12" O.C. \�/�% � d
MIN. #8 AWG SOLID /� /��� ` �• \" �Q' t - SPA • CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM
COPPER BOND CONDUCTOR 6' X 6" / 10 GA. �;%/� o c, b ° THE
POOL 8 SPA PROFESSIONALS POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF.
�° 3 (APSP) (703) 838-0083 (WWW.APSP-ORG)
ATTACHED TO #8 AWG COPPER W.W.F. OR �. '%" /',_ .� _ o Z
GRID AT MIN. (4) POINTS. CONDUCTOR SHALL #8 AWG BARE COPPER WIRE a PLASTER
FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. GRID AT 12" O.C. EACH WAY I
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)
w
//�// •
6"
t` \ N
#3 BARS AT 6" � 12" J Q
2-#3 BEND BOND O.C. EA. WAY d .._s,
BARS (/ BEAM STEEL "� m ~
PAD SIZE "W Q
NICHE AROUND �'d. F'-8" MIN. THICKNESS L CLw
6" MIN. f - STEEL REINF. w o
X" BARS o 00
SECTION 3" CLR. 0
i . •, LAP 24" o
18" LAP °'.' POOL
FLR. cel in
•--'�-
I `-RECESSED ° •
#3 AT 6" O.C. LIGHT _ d\%"CLR.
BOTH WAYS MINI FOR POOL 2' TO 5' DFFP TARI P I
AROUND NICHE
18" MIN.
LAP (TYP.) 6" MIN. O 243 BARS
RECESSED
LIGHT
ELEVATION- T r r - NICHE PLAN
I I I
SKIMMER NICHE DETAIL
13 SECTION AT LIGHT BOX 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.
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 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED
#3 HORIZ. BARS6" TYP. FLOOR ANY APPLICABLE LOCAL ORDINANCES PERMANENT RESILIENT SEALANT.
a ,
AT 12" O.C. SECTION WITH #3 • cls 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH
RAISED SPA (TYP.) AT 12" O.C. EACH WAY. HEALTH AND SAFETY NOTES A 1/2" MIN. NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL.
SEE TYP. POOL I. POOLS WITH DIVING BOARDS SHALL MEET THE NSPI DIVING 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. 31B-1 THRU SPEC. 3113-3, 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
AND ONE LOCATED ON SIDE OF SPA SEAT ASSISTIVE DEVICES FOR THE DISABLED. HOMEOWNER
3" ABOVE SPA FLOOR, PER IAPMIO POOL 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
AND SPA CODE. I. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
SPA ADJACENT TO POOL 4. POOL FENCING SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES.
IZ 5. PRIOR TO FILLING, THE POOL AND/OR SPA SHALL BE COMPLETELY ENCLOSED BY A 5 -FT. 2• DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY.
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). TI 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 NEWPLAS R��ii
VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. (CBC 2013, SEC. 31198
CRC 2013, APPENDIX G 105). 4. TREES AND LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY P U
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 LI
ZBOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALL F
10'-0" MIN. 7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
ION O 4 C?
10 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. Ilyno
`D x " 9. ANY METAL WITHIN 5 -FT. OF POOL EDGE MUST BE GROUNDED PER THE
TOP OR I , � z:�
R=1'-0" MIN. AND 5' , ` � R-2 -6 MAX. CEC 2013, SEC. 6$0. NOTE: BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ
UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. ef' TSO®
N
TOEOEF �P� -0 THIS PLAN IS THE WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED OR OTHERWISE
CLR. 00 ADD #3 BARS AT 12" O.C. LONGITUDINAL WITHOUT HER PERMISSION.
5 AT TRANSITION DOWEL INTO EXISTING z
NEW POOL WALL OR- THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY:
� a o
REINFORCE GUNITE WITH #3 BARS SPA "' FLOOR WITH \\1//� PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS
PROVIDE (2) ANTI -VORTEX DRAINS @ 12" O.C. BOTH WAYS FLOOREPXY
HOT SPRINGS, INDIAN WELLS, BERMUDA DUNESYUCCA VALLEYAND IND
LA QUINTA*, DESERT , ,
WITH NSPI-APPROVED SUCTION COVERS. .I ADHESIVE x 10
LOCATE DRAINS EQUAL DISTANCE.
<'' SPECIAL .z
APART FROM OUTLET PIPE. NOTE: INSTALL HYDROSTATIC VALVE AND FO INSPECTION
SUCTION OUTLETS SHALL BE DESIGNED AND ROCK PACK AT LOW POINT WHERE REQUIRED z ° Q
INSTALLED IN ACCORDANCE WITH ANSI /APSP-7 BY HIGH WATER TABLE. �• i; :'.' •• REQ'D o a ; //�\\// POOL AND SPA STEEL REINFORCING PLANe�FP
6 1 fir ��
AND CBC 3109.4.4.8. a c�1 ,\/ Oa ! ,-
�,\ EXISTING POOL a N0.33�446
LOCATE MAIN DRAINS AT LOW POINT. d WALL �� . CORPORATION HOMEOWNER: s0j�
MAIN DRAIN PIPES SHALL NOT 4L Exp.6--'F'• #3 DOWELS AT 12" O.C. V 667 di 3--10-'i�I �4
ENCROACH INTO GUNITE SHELL. ALTERNATE. ERT. AND Eugene Rd ADDRESS: C1�1L
EXPOSE EXISTING \ `+\ HORIZ. (MAX. TYP.) OR USE Palm S o
,• STEEL SPACING IN DETAIL #1 FOR POOL Springs, Ca 92264
6
TYPICAL LONGITUDINAL SECTION
STEEL N AND LAP \� DEPTH GREATER THAN 4 FEET. (760)327-7592 Fax 778-4920
RETROFIT TIE STEEL Lie # 672850
PLAN VALID ONLY WITH
DATE: BLUE WET STAMP AND
JOB NO.:TEL. NO.: ENGINEER'S SIGNATURE
IN BLACK INK ON PLAN
* VERIFY Snll rHARA TFRICTIC'C PFt7 ,,cnn rnn,n,-r,.,n, .�.,r.- �.,
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
C&t�p 4 44 Quilk&
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
BPOL2015-0249
54310 AVENIDA OBREGON
774242002
RW REAL ESTATE INC / POOL AND SPA AT COURTYARD
$20,000.00
Applicant:
GATTUSO POOL CORPORATION
667 EUGENE ROAD
PALM SPRINGS, CA 92264 ..
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.: 672850
Date: Contractor: Z a.r _n
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 Name:
Lender's Address:
20
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/30/2015
Owner:
RW REAL ESTATE INC
P 0 BOX 447
LA QUINTA, CA 0
Contractor:
GATTUSO POOL CORPORATION
667 EUGENE ROAD
PALM SPRINGS, CA 92264
(760)327-7592
Llc. No.: 672850
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.
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: _ Polity 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 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.
Date: I I ' 30 • irj Applicant: -D a=.,,
.-
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.
Date: ' 2 1,5 Signature (Applicant or Agen'YJ-cs
p
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.: 672850
Date: Contractor: Z a.r _n
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 Name:
Lender's Address:
20
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/30/2015
Owner:
RW REAL ESTATE INC
P 0 BOX 447
LA QUINTA, CA 0
Contractor:
GATTUSO POOL CORPORATION
667 EUGENE ROAD
PALM SPRINGS, CA 92264
(760)327-7592
Llc. No.: 672850
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.
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: _ Polity 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 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.
Date: I I ' 30 • irj Applicant: -D a=.,,
.-
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.
Date: ' 2 1,5 Signature (Applicant or Agen'YJ-cs
FINAN 1 • � 1 Q
€` DESCRIPTIONK�h ACCOUNT
`T ;� h QTYx AMOUNT { PAID PAID DATE'
yLLa
BSAS SB1473 FEE. 101-0000-20xy306 '-
0 $1.00 $1.00
11/30/15
.a_.x :- ,I -#S � Y:iXi .i. -i 'R, Yj4.'--;:aM diN F
BYE i *METFIOD '
ay;: ,4i :.'}.*'6''xM1wf�.. i4 .�.'Y
RECEIPT #4 "CHECK # J
CLTD BY i
dzaPAID y ���...
g;`���..N...,,.s,+'.{...
i
4 'l: .
GATTUSO POOL CORPORATION CHECK
1111162 10748
SGU
Total Paid for. BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00
� DESCRIPTION
x}y.x<rs',i*'1
�� ACCOUK
CITY
; is:,
� AMOUNT
� x�f tisk
PAID 'µsq
PAID DATE;
M y. R
X1A, i
$
y
SWIMMING POOL/SPA
101-0000-42404
0
$181.29
$181.29
11/30/15
rj BY �. e sxNMETHODsRECEIPT
#9y�
_ r
CHE #
CK
rCLTD BY '.
\PAID
-d .32i. M>.f'f?ti^w {. .....s -. .:Z Y.>_s.x r..:'z 3-Y�i{. b�wF "�.L.
ff:!'Er .. SF,..�F'T.E'YL`. :...4�:h:� 'd}..e.<s.5<✓.:.Z.: >
t .Sf `.V_y.
oS v`-...:.'�
{�-�
GATTUSO POOL CORPORATION
CHECK
R11162
10748
SGU
•Y
to
` ,�.bESCRIPzTION x��
-^ 3�_ 'h *t n..Y` °3i
r�x* ACCOUNT�u"
$%
QTY
is RE h.i .T
&t AMOUNT
}> -
PAID
"i•-.
PAID. DATE."
.xj.s.
-�J, �3FE
p
riff .Y:4E':
ti h
SWIMMING POOL/SPA PC
101-0000-42600
0
$98.62
$98.62
11/30/15.
PAID BY�,�
r rF r
METHOD;,..w
M
u..a r
CLTDBY,
vF �. ._._>.,
:...cx,,.f4r_..-:..e.ri.a-§r;.,
4trRECEIPTCHECK#
sL?.x-si....W._:Y{xi
GATTUSO POOL CORPORATION
CHECK
-1111162
10748
SGU
Total Paid for, POOL / SPA: $279.91 $279.91
• :6 :• .91
c'
i
i
Description: RW REAL ESTATE INC / POOL AND SPA AT COURTYARD
Type: POOL Subtype: Status: APPROVED
Applied: 11/30/2015 SGU
Approved: 11/30/2015 LUR
Parcel No: 774.242002 Site Address: 54310 AVENIDA OBREGON LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 266 Lot: 4
Issued:
UNIT 24
11/30/2015
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $20,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: POOL & SPAIN FRONT COURTYARD [DENISE POELTLER ENGINEERING] THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE.
ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE.
ADDITIONAL SITES
CHRONOLOGY TYPE STAFF NAME
ACTION DATE
CHRONOLOGY
COMPLETION DATE
NOTES
PLAN CHECK SUBMITTAL STEPHANIE GUMPERT
RECEIVED
11/30/2015
11/30/2015
CONDITIONS
NAME TYPE NAME
ADDRESSI
CONTACTS
CITY STATE
ZIP - PHONE FAX - EMAIL
APPLICANT GATTUSO POOL CORPORATION
667 EUGENE ROAD
PALM SPRINGS CA
92264
CONTRACTOR GATTUSO POOL CORPORATION
667 EUGENE ROAD
PALM SPRINGS CA
92264
OWNER RW REAL ESTATE INC
P 0 BOX 447
LA QUINTA CA
0
Printed: Monday, November 30, 2015 3:59:44 PM 1 of 2 CL?
sys7rnns
4,S
INSPECTIONS
PARENT PROJECTS
IATTACHMENTS
Printed: Monday, November 30, 2015 3:59:44 PM 2 of 2
0TsysrcMs
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
..By
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
11/30/15
'R11162
10748
CHECK
GATTUSO POOL •
SGU
CORPORATION
Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00
BSA:
SWIMMING POOL/SPA
101-0000-42404
0
$181.29
$181.29
11/30/15
R11162
10748
CHECK
GATTUSO POOL
SGU
CORPORATION
SWIMMING POOL/SPA
101-0000-42600
0
$98.62
$98.62
11/30/15
R11162 .
10748
CHECK
GATTUSO POOL
SGU
PC
CORPORATION
Total Paid for POOL / SPA: $279.91 $279.91
TOTALS::0$280.91
INSPECTIONS
PARENT PROJECTS
IATTACHMENTS
Printed: Monday, November 30, 2015 3:59:44 PM 2 of 2
0TsysrcMs
11/30/2015 08:53 7607784920 GATTUSO POOLS PAGE 02/03
I ; . e,,,
rc,
City of La Quinta
a
Building v: Safety Divislo-n
'
P.O. Box 1 SO4
Permk # 78-495 Calle Tampico
/ La Quinta; CA 92253
Building Permit. Appiication.and Tracking
Sheet
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Project Address: � � / �% � Owner's Name:* tU,� 12,WV
A. P. Number, Address: .
Lcul Description:
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-state Lic. z.. 33 : „-'. '' : "r'
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