BPOL2015-0268 (2)1000#
SCHEDULE "A" SCHEDULE - I MAX.
zO 12' PRE -CAST COPING CONC. DECKING APPROVED MASTIC EXIST. HOUSE GENERAL NOTES
RADIUS SCHEDULE I, R BLK ALL
WALL
VERT.
VERT.
THICKNESS
STEEL
DEPTH
5'-0"
SPACING
IN FEET
6"
#3
0'
6'-6"
AT 12"
7'-0"
3'-6"
#3
4'-0"
6
AT 12"
11
6
#3
2.
#3 TIES AT TOP
AT 12"
6
6
#3
3
#3'S AT
4" O.C.
AT 12"
#3@4"
6
#3
4 ,
#4@6"
AT 12"
13"
8"
#3
5.
�
„
A
OUTSIDE FACE
8
#3
6 ,
AT 6"
-
10"
#3
7
X -BARS
AT 4"
K EP 3" CLEAR FROM
II"
8'
M
") a TYP. POOL BOTTOM
A�4
- � SEALANT 0 � W
z 3-#3 BARS GUNITE SURFACE CONC. DECKING
EXPANSION JOINT I. THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING
X CONC DECK FOOTING
SLOPE 1/8" TO TYPICAL BOND BEAM STEEL
~ I/4" PER 1'-0" WATER SURFACE
w
/
Nw� a -j2 -
6" ° #3 VERT. BARS PER SCHED. "A"
3" CLR. #3 HORIZ. BARS AT 12" O.C. o
HROUG ROUT - w
OR AS REQ'D BY CITY • ' STOP EXTRA STEEL
SFF DECK -NG NOTES-
�: Lu
COMPACTED SOIL
WALL THICKNESS TO BE JG' - w
FORMI_Y o
POOL
DEPTH
R..
-
3 6
I'-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"
SEE SCHEDULE 2 TYP. BOND BEAM W/ 3-#3 BARS POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION
FIN. GRADE ���III BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE
WATER SURFACE//\//\//\//\// //\j%/��%i AWAY FROM POOL.
0 I- • . i / //� 2. REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE
3-#3 TYP. BOND '� z w v \j\\\j/\\\ 00 • j\\j\\/\\j\ 1/2" X S' FELT D/\// // jD RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE
#3 VERT. BARS AT 6" O.C. Q w / / ,
S,yq�<o
BEAM " (FOR DEEP END RAMP ONLY) o O z D\\ \\�` T\�
FOR TYPICAL WALL THICKNESS\/COMPACTED�// APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE.
X FN #3 HORIZ. BARS AT 12" O.C. - J m i�'i�/i `slip, 45' SOIL ' °r
SEE DETAIL I 3. THIS IS A GENERIC POOL PLAN, DESIGNED FOR POOL CONSTRUCTION IN POROUS, WELL -DRAINED
COMPACTED ��q 8„ ; THROUGHOUT "' a a o yq�c N 3A EXPANSION JOINT NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER
SOIL M,o ONE STORY HOUSE, �� ALL DECKING ADJACENT TO WALLS OR POOL CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CONSTRUCTION.
\j\ OR GARAGE FOUNDATION, 2� � OR PERMANENT STRUCTURES 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM
5" CL .. = OR 6 -FT. HIGH BLOCK WALL <G� SHALL BE SEPARATED BY A 1/2" DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS.
pwS� 1- 1000 LB/FT MAX. LOAD '1'c MIN. JOINT OF NON -EXPANSIVE,
/ F �p RP Ep. w F 3" CLR. U) 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT IS
\< tiD, .,• SES SCN wo ,� NON -POROUS FELT OR SIMILAR MATERIAL.
PLACE ADD'L VERT. STEEL w THE RESPONSIBILITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE
\\ `330 Q IN WALL IN ACCORDANCE \ � ; SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION.
\//,// J� J" = SCHEDULE - 2 6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN
CHANGED--UNa WITH SCHEDULE 2 0 1-
#3 AT 12" O.C. \ \ Q �� w
0 _ BOTH WAYS \\\/� •� GLR ��'
IN POOL BOTTOM, \' "\.�
FOR POOL DEPTH 5 -FT. OR CENTER ALL STEEL - G'
re
GREATER-ABD3-iIER B/iRsPEf�- IN GUNITE #3 AT 6" O.C. VERT. w.
BARS IN RADIUS 33° MAX.
SCHEDULE "A" AT LEFT = +
ORCEMENT SHALLOW np DEEP NiED RAMP 18" MIN.
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.
TYP. POOL REINF ,$" MIN. BUILDING SURCHARGE EQUALS POOL
TRANSITION 2 T ANSITI N 3 BLANK MEANS NO SPECIAL THICKNESS OR _
'D' DEPTH OR H/2. X.
REINF. REQUIRED. _ _ (GREATER DIST.
CONTROLS)
SPECIAL ENGINEERING REQ'D
POOL OR SPA`
VERTICAL STEEL REQ'D FOR SURCHARGE LOAD
X
DEPTH
3' TO 5'
5' TO 7'
7' TO 8'-6"
3'-0"
MIN. #3 AT 4" O.C.
#3 AT 3" O.C.
#4 AT 3" O.C.
W-0"
MIN.
#3 AT 3" O.C.
#4 AT 3" O.C.
5'-0"
MIN.
#3 AT 4" O.C.
#4 AT 4" O.C.
6'-0"
MIN.
5,
#3'S AT
6" O.C.
A SOILS REPORT.
7. THE STANDARD POOL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS
INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, GAS PIPING, FENCING, AND CONCRETE
DECKING.
8. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING
CONDITIONS APPLY PER CBC FIGURE 1808A.7.1 FOR STRUCTURES LOCATED CLOSE TO
THE TOP OF SLOPE.
TYP. POOL REINF ,$" MIN. BUILDING SURCHARGE EQUALS POOL
TRANSITION 2 T ANSITI N 3 BLANK MEANS NO SPECIAL THICKNESS OR _
'D' DEPTH OR H/2. X.
REINF. REQUIRED. _ _ (GREATER DIST.
CONTROLS)
SPECIAL ENGINEERING REQ'D
POOL OR SPA`
12
3'
4'
5'
3
#3'S AT
6" O.C.
24"
6'
24"
6"
2'
6"
4
#3'S AT
6" O.C.
12"
VARIES
12°
6"
NOTE:
5,
#3'S AT
6" O.C.
•
#3'S AT
4" O.C.
#3 TIES AT TOP
LU
6
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3'S AT
4" O.C.
#3'S AT
4" O.C.
8'
#3@4"
a #3 VERT. AT 6" O.C.
12"
AND BOTTOM
#4@6"
_
13"
10
#4@4"
VERIFY DIRECTION OF
�
3" CLR.
OUTSIDE FACE
VERT. STEEL
OF POOL WALL
4'
7'
-
THROUGHOUT,
DAM WALL BEVEL WITH
X -BARS
G�
K EP 3" CLEAR FROM
M
") a TYP. POOL BOTTOM
LATERAL PRESSURE, AND EQUIVALENT FLUID
WATER FEATURE
Q �,
�-
INSIDE FACE
a
3„
g
o
._ T ' �•
STEEL SPECIFICATIONS
AT 12" O.C. AS SHOWN
`�
DESIGNER'S NOTES
3"
CLR. E
_ _
_
-
AND DETAILS.
VERT. STL. IN RADIUS
D CLR.
2' MIN
=
3" CLR
•
TYP. POOL BOTTOM
2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR = 18" LAP MIN.).
z TOP OF SLOPE
°-
Lij
0
#3 HORIZ. AT
12 O.C. (TYP.)
- ti
3" CLR
,I
�I
3"
CLR
3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN
X
_it�
,.
Q
# 3 VERT. AT
.. .. r ..
1�
a.'. 11- H
4 „ O.C. (TYP.)
.
I �-
6" N w Z
"'� I
' ° �,. H/6 -i
L,
#3 VERT. AT
4 O.C. (TYP.)
_
- #3 VERT. AT 6" O.C.
-
• OR
7 -FT. MINIMUM DIST..] S OPOF
a
o
F-
IL
°.
'I,
j
#3'S AT
"X" TO DAYLIGHT AT -
p
�., -r--.
a'
'a
w
1�
•
/
#3 HORIZ. AT 12" O.C.
12" O.C. HORIZ.
DESCENDING SLOPE
D I=� (=
ry
,<
Q
a..
/
(TYP.)
(TYP.)
"'
#3's AT 12" 1NXX
�\
I,`a..
Q
VERTICAL STEEL: X -BARS INSIDE
FACE
O.C. E.W.
�j'
/
WIDTH OF KEY - #3OSVERT, AT j
w
Lu
0
J
0
O
0 -
BLANK
BLANK MEANS SPECIAL ENGINEERING REQ'D.
2
3'
4'
5'
3
#3'S AT
6" O.C.
24"
6'
24"
6"
2'
6"
4
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3@6"
6"
5.
5,
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3'S AT
4" O.C.
#3@6"
LU
6
#3'S AT
6" O.C.
#3'S AT
6" O.C.
#3'S AT
4" O.C.
#3'S AT
4" O.C.
WIDTH OF KEY - #3OSVERT, AT j
w
Lu
0
J
0
O
0 -
BLANK
BLANK MEANS SPECIAL ENGINEERING REQ'D.
N 6 1 } / #3's AT 12" O.C.
ABOVE POOL
BOTTO\ ° • EACH WAY (TYP.)
M � i� /.. /,./i
3" CLR
MIN. WALL
VERT.
3'
24"
4'
24"
5'
24"
6'
24"
N 6 1 } / #3's AT 12" O.C.
ABOVE POOL
BOTTO\ ° • EACH WAY (TYP.)
M � i� /.. /,./i
3" CLR
MIN. WALL
VERT.
THICKNESS
DEPTH
STL. SPCG.
IN FEET
6"
0'
6"
I'
6"
2'
6"
3'
6"
4'
#3@6"
6"
5.
#3@6"
a/°
SCHEDULE- 3
8"
6'
#3@6"
LU
10"
7,
#3@4"
SOIL
10"
8'
#3@4"
� � � �\,\\ #3 VERT. BARS AT 12" O.C.
12"
9.
#4@6"
_
13"
10
#4@4"
PRE -CAST COPING FOR RAISED PLANTERCONC.
6 m WATER
SURFACE
VERT.
DECKING
DOES NOT APPLY IF 'Q' Q ,I
3-#3 TYP. \
,/,\
SLOP TO DRAIN o
4"
DEPTH
IN FEET
FIN. GRADE
IS GREATER THAN 20' H/3 11=III -
-IIII-,IIID III,-
�)
z
THROUGHOUT
5"
WATER SURFACE
_
- d.. • , m
°
'C 3" CLR.
f
o
a/°
SCHEDULE- 3
IF "X" IS LESS THAN 7'-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WATER
SEC. 1808A.7.3. USE DETAIL #4 - ELEVATED POOL WALL.
\ \ \
w
LU
3'
DD\��\��\��\!�\�\/\
IN THE POOL WITHOUT SOIL SUPPORT PER
SOIL
cLUnz
_ a
� � � �\,\\ #3 VERT. BARS AT 12" O.C.
*6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A
REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING
343 TYP.
BOND BEAM ;\/
6 m WATER
SURFACE
D2
3'-0"
I
3-#3 TYP. \
,/,\
#3 HORIZ. BARS AT 12" O.C.
4"
...
5'-0"
4"
�)
BOND BEAM 6"
THROUGHOUT
5"
#3 VERT. BARS AT 12" O.C.
_
2'
'C 3" CLR.
PLACE ADD'L #3 BAR
z
t -COMPACTED 6" MIN.
\ \ \
w
LU
3'
NEW' FILL TYP=
SOIL
•..
*6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN A
REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING
TRK.
_
-OR-#4-BAR -AT 6" O.C.
�
3" CLR.
#3 HORIZ. BARS AT 12" O.C.
VERT. STEEL
w
`f)
4'
7'
-
THROUGHOUT,
CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF..OF FRICTION, PASSIVE
PRESSURE.
G�
K EP 3" CLEAR FROM
POOL
DEPTH
'H'
DI
D2
3'-0"
3"
3"
4'-0"
4"
4"
5'-0"
4"
4"
6'-0"
7"
5"
SOIL CONDITIONS
1. 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 `'-'-'<w FILL ADJACENT TO POOL -DEEP END TRANSITION 3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH.
d ~7 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2".
1 Q 18" MIN.
INFINITY EDGE RAISED BOND BEAM TRANSITION GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE)
I. MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS: F'c = 2500 PSI.
4 AND -IBC. SEC. -1913.
ELEVATED POOL WALL 3. CEMENT SHALL CONFORM TO ASTM C-150. - - -
GUNITE MUST BE IN CONFORMANCE'W'TH CBC •
4. IN AREAS WITH MORE THAN 0.2 % SULFATE CONTENT, USE TYPE V PORTLAND CEMENT,
3'4" TO WET 3'-0" TO WET F'C = 4500 PSI, AND A_ 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS
NOTE FOR RAISED SPA WALL: AS AN ALTERNATIVE, VERTICAL STEEL MAY • "
SURFACE OF POOL WALL SURFACE OF POOL WALL i CONSTRUCTION CODES DIRECTED BY LOCAL BUILDING CODES.
BE POSITIONED 3" CLEAR FROM THE WET SIDE (TENSION SIDE) AS A BUILDING AND SAFETY: 5. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS.
CONC. DECKING APPROVED SEAL & LEVEL BOND SINGLE CURTAIN. USE #3 VERT. / HORIZ. AT 6" O.C. (TYP;) IBC 2012, CBC 2013, SEC. 3109 AND CHAPTER 318
EXPANSION JOINT 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF
BEAM WITH IRC 2012, CRC 2013, CHAPTERS I, 2, 3, 7, AND 8 SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS.
FIN. GRADE STONE, PAVERS, PRE -CAST COPING 15 LB. FELT OR GROUT BEFORE 9" MIN. THICKNESS INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC 2012)
WATER SURFACE 0R SOIL 4 MIL. VISQUEEN 7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED
12" (SLIPSHEET) POURING DECK USE DOUBLE CURTAIN
• a + DECK OR CAP --12" #3 VERT. BARS 6" MIN. CONCRETE (GUNITE OR SHOTCRETE): ACI 318 -II PRIOR TO PLACEMENT OF GUNITE.
DECK AT 12" O.C. DECK 2-#3 BOND BM. FOR WALL GTR. THAN 9"
2-#3 BOND BM.jj
STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: ISPSC 2012, CHAPTER 8 $, GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT
3-#3 BARS AT 3" CLR. x EACH FACE OR CA STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: ISPSC 2012, CHAPTER 9 APPROVED 90% COMPACTED FILL.
BOND BEAM / ' 4 CONC. WATER SURFACE 4'
��/' TYP. x ° ,-^ -� SLAB x PLASTER: NATIONAL PLASTERERS COUNCIL (NPC), TECHNICAL MANUAL, REVISED 2011 DECKING RECOMMENDATIONS
�) #3 VERT. BARS AT IZ" O.C. _ `t \ "
o \/ / / / _ Lu Q i\\/\ #3 HORIZ. STANDARD FOR PUBLIC SPAS: ISPSC 2012, CHAPTER 5
o �. = j\//\//\//\//\ \/ ° /\\/\\/\\ \/ /\\ 00V) a- 3" _ \\ p _ BARS @ 12" O.C. = I. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
\\,�\ice\i�\i\ \\j\\ TILE//\//\// //\ \// -MASTIC FIN. -- �n 18' - /�\ 18"
1- #3 HORIZ. BARS AT o / \ /\/\\ �-° . SURFACE N SPA N #3 AT 6" O.C. 3" • 3„ N
STANDARD FOR PUBLIC SWIMMING POOLS: ISPSC 2012, CHAPTER 4 DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION.
Lu 12" O.C. THROUGHOUT 6 \\ \\//\\ 343 BARS BONDING i /�j \// °• 3" 3' - CLR.
\ a j j j VERT. STEEL AT AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION.
Q 'NEW' FILL ° �'' `i\� /j AT BOND BEAM #3 BARS/// TILE �\ �\ \\ STRAIGHT WALL
PLASTER AT 12' O.C. \ \ \ g 3-#3 BARS #3 VERT. BARS%j//\ �; _ ANSI/APSP-7 2006 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE
\; EACH WAY \ j\ j\ AT 12" O.C. \�� / " ^ °O oD + d CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL & SPA PROFESSIONALS POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF.
NAT. GRADE. :. • OR /i/j\\/ i ���\\ ��Q 'b SPA 3
\, /o .: 0 (APSP) (703) 838-0083 (WWW.APSP.ORG) 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED
//// MIN. #8 AWG SOLID 6" X 6" / 10 GA. �.� ,\�o-, /\, 1; h I � o Z
N z/�\/�\/�\/�\/�\/�\/�\/ a '° v-- . -�- _' o ELECTRICAL CODE: CEC 2013 SEC. 680.216
- - COPPER BOND CONDUCTOR W.W.F. OR TER // I ° r r N I PERMANENT RESILIENT SEALANT.
18" MIN. a
(-PLASTER
/ C o ANY APPLICABLE LOCAL ORDINANCES
ATTACHED TO #8 AWG COPPER #8 AWG BARE COPPER WIRE
GRID AT MIN. (4) POINTS. CONDUCTOR SHALL I #3 HORIZ, BARS 6" TYP. FLOOR 4 Z 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH
TRANSITION FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. GRID AT 12" O.C. EACH WAY AT 12" O.C. v'
SECTION WITH #3 HEALTH AND SAFETY NOTES A I/2" MIN. NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL.
12 (TYP.) AT 12" O.C. EACH WAY 37 5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND PLACE 15# BUILDING FELT OR 4 MIL. '
COPING, STONE, PAVERS, OR SOIL PICAL 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.
G-LyI SEE TYP. POOL' AND OR LOCAL CODES. (CBC 2013, SEC. 31B-1 THRU SEC. 318-3, AND SEC. 3113B).
9 SECTION °
BONDING GRID.REQUIREMENTS FOR PAVED AND UNPAVED SURFACES: NOTE: PROVIDE (2) ANTI -VORTEX 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
FILL ADJACENT TO POOL DRAINS. ONE LOCATED IN SPA FLOOR HOMEOWNER
8 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.
SHALLOW END
WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED 3" ABOVE SPA FLOOR, PER IAPMO POOL I 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. I. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
IN CEC 680.26(B)(2)(A) OR (2)(e) 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 AROUND5. PRIOR TO FILLING, THE POOL AND/OR SPA SHALL. BE COMPLETELY ENCLOSED BY A 5 -FT.
(2 3. OT SE 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
SELF-CLOSING AND SELF -LATCHING WITH LATCH .A MIN. OF 5 -FT. HIGH. WHERE THIS 1. E END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER.
°P" BOULDER WT. VARIES FROM LOCAL CODES, THE LOCAL CODES SIHALL PREVAIL. (CBC 2013, SEC. 31198 Q. �( -T *AN LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PRODUCE
T - 185 PCF) CRC 2013, APPENDIX G 105). f-11 ` TS TNA CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE
6" (MAX.. . -
6. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND TWO MAIN DRAINS. (�* QY BEAM AY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A
12"U N`` 7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALO�NG'IWITH POOL BUILDING PERMIT. �,�j�.ppT GU WILL HELP PREVENT THIS FROM OCCURRING.
MIN. 6" "� 10'-0" MIN. 8, ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AN IN S r �
A
le
\ - ACCORDANCE WITH LOCAL REGULATIONS. F
// �"�"'�•``'.� 4 --„,-,,, `` 9. ANY METAL WITHIN 5 -FT. OF POOL EDGE MUST BE`t
/ #3 BARS AT 6" 12' WATER LEVEL
BEND BOND O.C. EA. WAY - - -
2 #3 ° Q X (GROUNDED PER THE O
BARS �/ BEAM STEEL PAD SIZE "W" I- w I Q X R-2'-6" MAX. CEC 2013, SEC. 680. �Q USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ
AROUND 8" MIN. THICKNESS w ") a 5' _ ,- „ AND UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
NICHE r° STEEL REINF. Lu 0 TOP OR 1 ,� - R=I' -O" MIN. PLAN IS THE WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED
- "X" BARS o TOE OF �p� 3,_0 WITHOUT HER PERMISSION.
\\ ao 6" MIN. 3 CLR. � O SLOPE R, co
NEC APPROVED SECTION CL ADD #3 BARS AT 12" O.C. LONGITUDINAL
CONDUIT w LAP 24" O DOWEL INTO EXISTING z THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY:
r' �, _) 5' AT TRANSITION -
1 N z °. • POOL NEW POOL WALL_ OR d a
6" MIN. / X J 18" LAP 4 FLR. N ' SPA - \ l< PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS,
REINFORCE GUNITE WITH #3 BARS FLOOR WITH,, ` I EPDXY o��,O\/\\//� LA QUINTA*, DESERT HOT SPRINGS, INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND INDIO-
•�@ 12" U.C. BOTH WAYS FLOOR //i//i
` ADHESIVE ><1
PROVIDE (2) ANTI -VORTEX DRAINS �a
RECESSED \�, ,, /. �- ��'`" �3 CLR. WITH NSPI-APPROVED SUCTION COVERS. cc �, Q
j �� SPECIAL
#3 AT 6" O.C. g LIGHT - .' FOR POOL 2' TO 5' DEEP TABLE I LOCATE DRAINS EQUAL DISTANCE NIOTG. 1N1cTAi 1 uvnRnCTAT�r VAI VF oNn -; �� F� INSPECTION I f �,�C��\���\�/ ��^^. ,., �.,�,�,�,� „.,
BOTH WAYS
AROUND NICHE
6" MIN.
- 18" MIN.
-LAP (TYP.)
-� �-- =
°.
6" MIN. O 2-#3 BARS
BOULDER SIZE P' PAD SIZE "W" "D" STEEL "X" BARS
5'
MAIN DRAIN PIPES SHALL NOT
ENCROACH INTO GUNITE SHELL..
TYPICAL LONGITUDINAL SECTION
°
DEEPEST LOCATION OF THE POOL.
\\/ /
o w a /\\/ .
`�) //%
a _O
STOP FIRST ADD'L
(:
{ u ,, .O '
,` Viz.>°t�-�fo
L )'� . t /
24 DIAM. 777# 36' SQ. 12 #3 AT 6" O.C.
36" DIAM. 2609# 48" SQ. 12" #3 AT 6" O.C.
NAT. GRADE
330
5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL
VERT. STEEL-
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
REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING
STOP SECOND ADD' -
�-
-OR-#4-BAR -AT 6" O.C.
�
SITE SPECIFIC SOILS
SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION
VERT. STEEL
o'
J�
PER TABLE AT LEFT
7'
-
,
CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF..OF FRICTION, PASSIVE
PRESSURE.
G�
K EP 3" CLEAR FROM
M
") a TYP. POOL BOTTOM
LATERAL PRESSURE, AND EQUIVALENT FLUID
PLACE FIRST ADD'L #3 BAR
Q �,
�-
EARTH -SIDE FACE OF WALL.
g
o
._ T ' �•
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
2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR = 18" LAP MIN.).
J
1 '
_
t
0
18" MIN.
3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN
VARIES `'-'-'<w FILL ADJACENT TO POOL -DEEP END TRANSITION 3" MINIMUM CLEARANCE BETWEEN STEEL AND EARTH.
d ~7 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-1/2".
1 Q 18" MIN.
INFINITY EDGE RAISED BOND BEAM TRANSITION GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE)
I. MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS: F'c = 2500 PSI.
4 AND -IBC. SEC. -1913.
ELEVATED POOL WALL 3. CEMENT SHALL CONFORM TO ASTM C-150. - - -
GUNITE MUST BE IN CONFORMANCE'W'TH CBC •
4. IN AREAS WITH MORE THAN 0.2 % SULFATE CONTENT, USE TYPE V PORTLAND CEMENT,
3'4" TO WET 3'-0" TO WET F'C = 4500 PSI, AND A_ 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS
NOTE FOR RAISED SPA WALL: AS AN ALTERNATIVE, VERTICAL STEEL MAY • "
SURFACE OF POOL WALL SURFACE OF POOL WALL i CONSTRUCTION CODES DIRECTED BY LOCAL BUILDING CODES.
BE POSITIONED 3" CLEAR FROM THE WET SIDE (TENSION SIDE) AS A BUILDING AND SAFETY: 5. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS.
CONC. DECKING APPROVED SEAL & LEVEL BOND SINGLE CURTAIN. USE #3 VERT. / HORIZ. AT 6" O.C. (TYP;) IBC 2012, CBC 2013, SEC. 3109 AND CHAPTER 318
EXPANSION JOINT 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF
BEAM WITH IRC 2012, CRC 2013, CHAPTERS I, 2, 3, 7, AND 8 SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS.
FIN. GRADE STONE, PAVERS, PRE -CAST COPING 15 LB. FELT OR GROUT BEFORE 9" MIN. THICKNESS INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC 2012)
WATER SURFACE 0R SOIL 4 MIL. VISQUEEN 7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED
12" (SLIPSHEET) POURING DECK USE DOUBLE CURTAIN
• a + DECK OR CAP --12" #3 VERT. BARS 6" MIN. CONCRETE (GUNITE OR SHOTCRETE): ACI 318 -II PRIOR TO PLACEMENT OF GUNITE.
DECK AT 12" O.C. DECK 2-#3 BOND BM. FOR WALL GTR. THAN 9"
2-#3 BOND BM.jj
STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: ISPSC 2012, CHAPTER 8 $, GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT
3-#3 BARS AT 3" CLR. x EACH FACE OR CA STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: ISPSC 2012, CHAPTER 9 APPROVED 90% COMPACTED FILL.
BOND BEAM / ' 4 CONC. WATER SURFACE 4'
��/' TYP. x ° ,-^ -� SLAB x PLASTER: NATIONAL PLASTERERS COUNCIL (NPC), TECHNICAL MANUAL, REVISED 2011 DECKING RECOMMENDATIONS
�) #3 VERT. BARS AT IZ" O.C. _ `t \ "
o \/ / / / _ Lu Q i\\/\ #3 HORIZ. STANDARD FOR PUBLIC SPAS: ISPSC 2012, CHAPTER 5
o �. = j\//\//\//\//\ \/ ° /\\/\\/\\ \/ /\\ 00V) a- 3" _ \\ p _ BARS @ 12" O.C. = I. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
\\,�\ice\i�\i\ \\j\\ TILE//\//\// //\ \// -MASTIC FIN. -- �n 18' - /�\ 18"
1- #3 HORIZ. BARS AT o / \ /\/\\ �-° . SURFACE N SPA N #3 AT 6" O.C. 3" • 3„ N
STANDARD FOR PUBLIC SWIMMING POOLS: ISPSC 2012, CHAPTER 4 DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION.
Lu 12" O.C. THROUGHOUT 6 \\ \\//\\ 343 BARS BONDING i /�j \// °• 3" 3' - CLR.
\ a j j j VERT. STEEL AT AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION.
Q 'NEW' FILL ° �'' `i\� /j AT BOND BEAM #3 BARS/// TILE �\ �\ \\ STRAIGHT WALL
PLASTER AT 12' O.C. \ \ \ g 3-#3 BARS #3 VERT. BARS%j//\ �; _ ANSI/APSP-7 2006 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE
\; EACH WAY \ j\ j\ AT 12" O.C. \�� / " ^ °O oD + d CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL & SPA PROFESSIONALS POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF.
NAT. GRADE. :. • OR /i/j\\/ i ���\\ ��Q 'b SPA 3
\, /o .: 0 (APSP) (703) 838-0083 (WWW.APSP.ORG) 3. EXPANSION JOINTS IN DECKS AND COPING SHALL BE MADE WATERTIGHT WITH AN APPROVED
//// MIN. #8 AWG SOLID 6" X 6" / 10 GA. �.� ,\�o-, /\, 1; h I � o Z
N z/�\/�\/�\/�\/�\/�\/�\/ a '° v-- . -�- _' o ELECTRICAL CODE: CEC 2013 SEC. 680.216
- - COPPER BOND CONDUCTOR W.W.F. OR TER // I ° r r N I PERMANENT RESILIENT SEALANT.
18" MIN. a
(-PLASTER
/ C o ANY APPLICABLE LOCAL ORDINANCES
ATTACHED TO #8 AWG COPPER #8 AWG BARE COPPER WIRE
GRID AT MIN. (4) POINTS. CONDUCTOR SHALL I #3 HORIZ, BARS 6" TYP. FLOOR 4 Z 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH
TRANSITION FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. GRID AT 12" O.C. EACH WAY AT 12" O.C. v'
SECTION WITH #3 HEALTH AND SAFETY NOTES A I/2" MIN. NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL.
12 (TYP.) AT 12" O.C. EACH WAY 37 5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND PLACE 15# BUILDING FELT OR 4 MIL. '
COPING, STONE, PAVERS, OR SOIL PICAL 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.
G-LyI SEE TYP. POOL' AND OR LOCAL CODES. (CBC 2013, SEC. 31B-1 THRU SEC. 318-3, AND SEC. 3113B).
9 SECTION °
BONDING GRID.REQUIREMENTS FOR PAVED AND UNPAVED SURFACES: NOTE: PROVIDE (2) ANTI -VORTEX 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
FILL ADJACENT TO POOL DRAINS. ONE LOCATED IN SPA FLOOR HOMEOWNER
8 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.
SHALLOW END
WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED 3" ABOVE SPA FLOOR, PER IAPMO POOL I 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. I. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
IN CEC 680.26(B)(2)(A) OR (2)(e) 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 AROUND5. PRIOR TO FILLING, THE POOL AND/OR SPA SHALL. BE COMPLETELY ENCLOSED BY A 5 -FT.
(2 3. OT SE 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
SELF-CLOSING AND SELF -LATCHING WITH LATCH .A MIN. OF 5 -FT. HIGH. WHERE THIS 1. E END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER.
°P" BOULDER WT. VARIES FROM LOCAL CODES, THE LOCAL CODES SIHALL PREVAIL. (CBC 2013, SEC. 31198 Q. �( -T *AN LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PRODUCE
T - 185 PCF) CRC 2013, APPENDIX G 105). f-11 ` TS TNA CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE
6" (MAX.. . -
6. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND TWO MAIN DRAINS. (�* QY BEAM AY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A
12"U N`` 7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALO�NG'IWITH POOL BUILDING PERMIT. �,�j�.ppT GU WILL HELP PREVENT THIS FROM OCCURRING.
MIN. 6" "� 10'-0" MIN. 8, ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AN IN S r �
A
le
\ - ACCORDANCE WITH LOCAL REGULATIONS. F
// �"�"'�•``'.� 4 --„,-,,, `` 9. ANY METAL WITHIN 5 -FT. OF POOL EDGE MUST BE`t
/ #3 BARS AT 6" 12' WATER LEVEL
BEND BOND O.C. EA. WAY - - -
2 #3 ° Q X (GROUNDED PER THE O
BARS �/ BEAM STEEL PAD SIZE "W" I- w I Q X R-2'-6" MAX. CEC 2013, SEC. 680. �Q USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ
AROUND 8" MIN. THICKNESS w ") a 5' _ ,- „ AND UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
NICHE r° STEEL REINF. Lu 0 TOP OR 1 ,� - R=I' -O" MIN. PLAN IS THE WORK OF THE ENGINEER AND SHALL NOT BE REPRODUCED, COPIED, OR OTHERWISE USED
- "X" BARS o TOE OF �p� 3,_0 WITHOUT HER PERMISSION.
\\ ao 6" MIN. 3 CLR. � O SLOPE R, co
NEC APPROVED SECTION CL ADD #3 BARS AT 12" O.C. LONGITUDINAL
CONDUIT w LAP 24" O DOWEL INTO EXISTING z THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING CITIES ONLY:
r' �, _) 5' AT TRANSITION -
1 N z °. • POOL NEW POOL WALL_ OR d a
6" MIN. / X J 18" LAP 4 FLR. N ' SPA - \ l< PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS,
REINFORCE GUNITE WITH #3 BARS FLOOR WITH,, ` I EPDXY o��,O\/\\//� LA QUINTA*, DESERT HOT SPRINGS, INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND INDIO-
•�@ 12" U.C. BOTH WAYS FLOOR //i//i
` ADHESIVE ><1
PROVIDE (2) ANTI -VORTEX DRAINS �a
RECESSED \�, ,, /. �- ��'`" �3 CLR. WITH NSPI-APPROVED SUCTION COVERS. cc �, Q
j �� SPECIAL
#3 AT 6" O.C. g LIGHT - .' FOR POOL 2' TO 5' DEEP TABLE I LOCATE DRAINS EQUAL DISTANCE NIOTG. 1N1cTAi 1 uvnRnCTAT�r VAI VF oNn -; �� F� INSPECTION I f �,�C��\���\�/ ��^^. ,., �.,�,�,�,� „.,
BOTH WAYS
AROUND NICHE
6" MIN.
- 18" MIN.
-LAP (TYP.)
-� �-- =
°.
6" MIN. O 2-#3 BARS
BOULDER SIZE P' PAD SIZE "W" "D" STEEL "X" BARS
BOULDER SIZE "P" PAD SIZE 'W" D" STEEL "X BARS
MAIN DRAIN PIPES SHALL NOT
ENCROACH INTO GUNITE SHELL..
TYPICAL LONGITUDINAL SECTION
APART FROM OUTLET PIPE. ....,.
T WHERE REQUIRED
ROCK PACK AT LOW POINT
SUCTION OUTLETS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH ANSI /APSP-7 BY HIGH WATER TABLE.
AND CBC 3109.4.4.8.
- REQ'D
_ ,:..:- • .�
°.
EXISTING POOL\/�5
�'\WALL
\\/ /
o w a /\\/ .
`�) //%
a _O
(:
{ u ,, .O '
,` Viz.>°t�-�fo
L )'� . t /
24 DIAM. 777# 36' SQ. 12 #3 AT 6" O.C.
36" DIAM. 2609# 48" SQ. 12" #3 AT 6" O.C.
POOL CONTRACTOR:
HOMEOWNER:
48" DIAM. 6198# 60" SQ. 12" #3 AT 4" O.C.
I �� �. I �� �� I FOR POOL 5'-6" TO 8' DEEP TABLE 2 I LOCATE MAIN DRAINS AT LOW POINT. t I III\A I I
' - RECESSED
LIGHT
\ � NICHE
ELEVATION - r -
T I
PLAN
BOULDER SIZE P' PAD SIZE "W" "D" STEEL "X" BARS
MAIN DRAIN PIPES SHALL NOT
ENCROACH INTO GUNITE SHELL..
TYPICAL LONGITUDINAL SECTION
ALTERNATE:
EXPOSE EXISTING
STEEL AND LAP
18" MIN.
#3 DOWELS AT 12" O.C. VER
HORIZ. (MAX. TYP.) OR USE
STEEL SPACING IN DETAIL #I FOR POOL
\� DEPTH GREATER THAN 4 FEET.
"s
��� r • a
PLAN VALID
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.
SKIMMER NICHE DE I AIL_ U RETROFIT TIE STEEL BLUE WET STAMP AND
13 SECTION AT LIGHT BOX 14 15 BOULDER ON BOND BEAM I� DATE: ENGINEER'S SIGNATURE
JOB NO.: TEL. NO.: IN BLACK INK ON PLAN
*,VERIFY SOIL CHARACTERISTICS PER "SOIL CONDITIONS" NOTE #6. CRFAI21) 09 MARCH zoib
,II