HomeMy WebLinkAboutPool Plans2-0
" 24" COPING
dl COVER STONES
W STEEL BRACKET
LEADING 0
EDGE BAR
#3 REBAR: MAX.
SPACING 12"
O.C. EACH WAY,
CENTERED TYP.
GUNITE CONCRETE
�R VAULT
22 SCALE: NTS
NOTE: DRAIN COVERS SHALL TO RI
BE VGB COMPLIANT #3 RI
12" C
ANTI—VORTEX WAY 1
COVER AROUI
HYDROSTATICS"4«e
VALVE
LII
1 CRUSHEDSTONE VACUI
SURROUNDING COLLECTION TO 21
TUBE DRAIN
,l MAIN DRAIN
l <` Er -Al G — MTC
()SURFACE SKIMMERS, SEE DETAIL #27
TIGHT
EACH
SNA M
BREAKER
MAIN
n
2" DIAM. PVC PIPE
OUT TO PUMP
PROVIDE (2) #3 TIES
AS SHOWN
PROVIDE ADD'L #3
BENT BARS AS SHOWN
-)SKIMMER @6" 0'C.
`� SCALE - NTS
T
j
j"MIN. WHITE 'MARLITE' POOL
32'-f" GUNITE TO GUNITE
COPING
_
2" MIN CLEAR (TYP. WATER
DRAINING
SEE POOL DETAIL #
STRUCTURAL
FILL
#306" O.C. (VERT AXIS)
INTERIOR MATERIAL: PEBBLETECH/SHEEN.
FOR TYP. POOL WALL
e
REINF.
TYP
�TIIISEE DETAIL 30 �-N POOL LIGHTS (2),
PROVIDE J" DIAM.
NEW POOL—
CONDUIT TO DECK 12"
LIGHT (WHITE
MIN. ABOVE WATER
LED). GROUND
LEVEL
AUTOCOVER VAULT, I SEE DETAIL #26
MANU. SPECS.
PROVIDE ADD'L #3
BENT BARS AS SHOWN
(2 EACH WAY TOTAL)
,3"
D•
SEE DETAIL #22
SCALE -
NTS
i
li 16x32' POOL WITH AU
OCOVEf
I
I
n
i
,
I I
MAIN DRAINS TO
1�SEE
I
BE SET 4' APART DIETAII 2
z
MIN., SEE DETAIL
I I
#25
0
z
0 0
POOL
STAIRS
12"
2'
2"
14"
I I
__SEEE DETAIL 28�
� I I
I
SEE DETAILI 29I
d SEE DETAIL 31 - -i -
_-
-
_-- - --
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BENCH
36• '-s"-t---�'-
s"
HLIUHNS
I 00L LAYOUT
—
SCALE: 1/4"= 1'-0"
32'-," GUNTTE TO GUNITE
D POOL SECTION
SCALE: 1/4"= 1'-0"
NOTES:
1. FOR ADDITIONAL POOL INFORMATION, SEE POOL SUBMITTAL FILE BY THE
POOL INSTALLER.
2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE 9TH EDITION OF
THE MASSACHUSETTS BUILDING CODE, APPENDIX 'G'.
3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED PROOF—ROLLED,
NON—ORGANIC AND NON—EXPANSIVE SOIL WITH A MINIMUM BEARING
ALLOWABLE OF 3000 PSF AND A MIN. 4" LAYER OF 1.5" COMPACTED
STONE. ALL WORK TO BE W COMPLIANCE WITH THE AMERICAN
CONCRETE INSTITUTE ACI -318-02.
4. SKIMMER, MAIN DRAIN, POOL LIGHT, & RELATED DETAILS 0 POOL
STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D.
5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE ALTERED WITH THE
FOLLOWING CAVEATS:
A. THE MAXIMUM LENGTH WILL BE 32'-1"
B. THE MAXIMUM WIDTH WILL BE 16'-1"
C. THE SHAPE MAY BE RECTANGULAR OR IRREGULAR
D. THE DEPTH SHALL NOT EXCEED 7'-0"
E. THE RADII SHOWN FOR THE DEEP END AND SHALLOW END SHALL
BE AS SHOWN BUT MAY BE INTERPOLATED TO DEPTH
F. THE PITCH FROM THE SHALLOW END TO THE DEEP END SHALL
NOT EXCEED THE PITCH SHOWN
6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPDANCE WITH THE 9TH
EDITION OF THE MASSACHUSETTS BUILDING CODE, APPENDIX G. LISTED
IN SECTION AGIOB OF APPENDIX G ARE THE ADDITIONAL STANDARDS THAT
WILL BE ADHERED T0, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
AG103-1, ANSI/NSPI-5, STANDARD FOR RESIDENTIAL IN -GROUND
SWIMMING POOLS, AG106.1- ANSI/APSP-7, STANDARD FOR SUCTION
ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT
TUBS AND CATCH BASINS. AG103.3-ASCE/SEI-24, FLOOD RESISTANT
DESIGN AND CONSTRUCTION. AG105.2, AGIO5.5-STM F 1346,
PERFORMANCE SPECIFICATIONS FOR ALL COVERS FOR SWIMMING POOLS,
SPAS AND HOT TUBS. AG105.2-UL-2017, STANDARD FOR GENERAL
PURPOSE SIGNALING DEVICES.
7. AUTOMATIC SAFETY COVER TO MEET OR EXCEED ASTM F-1346-91
REQUIREMENTS.
DEEP
END
PLAN VIEW
12" 4- .i
4LLOW END
REBAR 0 12'
VERT. & HORIZ.
DEEP & SHALLOW END
SCALE: 1/2"=1'-0"
CONTINUOUS BOND BEAM
0 TOP OF WALL W/ (2)
#4 BARS TYP. ire
CUSTOM QUALITY
REBA —8"MIN. WHITE 'MARLITE' POOLS
REBA POOL FINISH TYP. OR S
3 REBA PEBBLE -TECH.
FREE #3®12" O.C. EACH WAY, 6 (NNIS DRIVE
DRAINING 2" MIN CLEAR (TYP.
STRUCTURAL ' WATER SIDE) BILLERICA, MA 01821
FILL 8" MIN. GUNITE
THICKNESS TYP.
3" MIN.
CLEAR PROVIDE ROCK PACK
(TYP. SOIL 978 663 8290
SIDE)
info@customqualitypools.com
: D
LOW END DETAIL
§CAL'
NTS
CONTINUOUS BOND BEAM
TOP OF WALL W/ (2) #4
BARS TYP.
3 REBA
4 REBA
j"MIN. WHITE 'MARLITE' POOL
3 REBAR
COPING
_
2" MIN CLEAR (TYP. WATER
DRAINING
SEE POOL DETAIL #
STRUCTURAL
FILL
#306" O.C. (VERT AXIS)
INTERIOR MATERIAL: PEBBLETECH/SHEEN.
FOR TYP. POOL WALL
e
REINF.
TYP
FILTRATION: 450CARTRIDGFFIITER SPAHEATER: SHARED
PROVIDE J" DIAM.
NEW POOL—
CONDUIT TO DECK 12"
LIGHT (WHITE
MIN. ABOVE WATER
LED). GROUND
LEVEL
PER LIGHT
MANU. SPECS.
PROVIDE ADD'L #3
BENT BARS AS SHOWN
(2 EACH WAY TOTAL)
n POOL
LIGHT
SCALE -
NTS
NOTES:
1. FOR ADDITIONAL POOL INFORMATION, SEE POOL SUBMITTAL FILE BY THE
POOL INSTALLER.
2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE 9TH EDITION OF
THE MASSACHUSETTS BUILDING CODE, APPENDIX 'G'.
3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED PROOF—ROLLED,
NON—ORGANIC AND NON—EXPANSIVE SOIL WITH A MINIMUM BEARING
ALLOWABLE OF 3000 PSF AND A MIN. 4" LAYER OF 1.5" COMPACTED
STONE. ALL WORK TO BE W COMPLIANCE WITH THE AMERICAN
CONCRETE INSTITUTE ACI -318-02.
4. SKIMMER, MAIN DRAIN, POOL LIGHT, & RELATED DETAILS 0 POOL
STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D.
5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE ALTERED WITH THE
FOLLOWING CAVEATS:
A. THE MAXIMUM LENGTH WILL BE 32'-1"
B. THE MAXIMUM WIDTH WILL BE 16'-1"
C. THE SHAPE MAY BE RECTANGULAR OR IRREGULAR
D. THE DEPTH SHALL NOT EXCEED 7'-0"
E. THE RADII SHOWN FOR THE DEEP END AND SHALLOW END SHALL
BE AS SHOWN BUT MAY BE INTERPOLATED TO DEPTH
F. THE PITCH FROM THE SHALLOW END TO THE DEEP END SHALL
NOT EXCEED THE PITCH SHOWN
6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPDANCE WITH THE 9TH
EDITION OF THE MASSACHUSETTS BUILDING CODE, APPENDIX G. LISTED
IN SECTION AGIOB OF APPENDIX G ARE THE ADDITIONAL STANDARDS THAT
WILL BE ADHERED T0, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
AG103-1, ANSI/NSPI-5, STANDARD FOR RESIDENTIAL IN -GROUND
SWIMMING POOLS, AG106.1- ANSI/APSP-7, STANDARD FOR SUCTION
ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT
TUBS AND CATCH BASINS. AG103.3-ASCE/SEI-24, FLOOD RESISTANT
DESIGN AND CONSTRUCTION. AG105.2, AGIO5.5-STM F 1346,
PERFORMANCE SPECIFICATIONS FOR ALL COVERS FOR SWIMMING POOLS,
SPAS AND HOT TUBS. AG105.2-UL-2017, STANDARD FOR GENERAL
PURPOSE SIGNALING DEVICES.
7. AUTOMATIC SAFETY COVER TO MEET OR EXCEED ASTM F-1346-91
REQUIREMENTS.
DEEP
END
PLAN VIEW
12" 4- .i
4LLOW END
REBAR 0 12'
VERT. & HORIZ.
DEEP & SHALLOW END
SCALE: 1/2"=1'-0"
CONTINUOUS BOND BEAM
0 TOP OF WALL W/ (2)
#4 BARS TYP. ire
CUSTOM QUALITY
REBA —8"MIN. WHITE 'MARLITE' POOLS
REBA POOL FINISH TYP. OR S
3 REBA PEBBLE -TECH.
FREE #3®12" O.C. EACH WAY, 6 (NNIS DRIVE
DRAINING 2" MIN CLEAR (TYP.
STRUCTURAL ' WATER SIDE) BILLERICA, MA 01821
FILL 8" MIN. GUNITE
THICKNESS TYP.
3" MIN.
CLEAR PROVIDE ROCK PACK
(TYP. SOIL 978 663 8290
SIDE)
info@customqualitypools.com
: D
LOW END DETAIL
§CAL'
NTS
CONTINUOUS BOND BEAM
TOP OF WALL W/ (2) #4
BARS TYP.
3 REBA
4 REBA
j"MIN. WHITE 'MARLITE' POOL
3 REBAR
FINISH TYP. OR PEBBLE -TECH
FREE
2" MIN CLEAR (TYP. WATER
DRAINING
SIDE)
STRUCTURAL
FILL
#306" O.C. (VERT AXIS)
INTERIOR MATERIAL: PEBBLETECH/SHEEN.
#3012" O.C. (HORIZ AXIS)
3" MIN. ,.e
CLEAR (TYP.
SOIL SIDE)
PROVIDE ROCK PACK
POOL SPECS
SIZE: 16X32'
SQ.FT: 512
POOL MAIN DRAMS: ANTI VORTEX
DEPTH: 3''6'' T -D'
EST. TOTAL GAL:
#RETURNS: 4
#SKIMMERS: 2
TILE: 6' WATERLINE
AUTOCOVER: YES
LIGHTS M SPA: 1
INTERIOR MATERIAL: PEBBLETECH/SHEEN.
COLOR TBD
SPA SPECS:
SIZE: GWX6'6'.INTERIOR
DEPTH: TILE:
#JETS: 10 #SKIMMERS: 1
SPECIAL: #DRAINS: 2
INTERIOR MATERIAL MATCHING POOL
9XIETAW ► 0
RETURNS:AUausr&eLLLYEe&LLS
SKIMMERS: SURFACE MOUNT
POOL MAIN DRAMS: ANTI VORTEX
SPA MAIN DRAINS: ANTI VORTEX
CLEANING SYSTEM: POLARIS
SPASPILLWAY: N/A
WATER FEATURES: NIA
NEGATIVE EDGE: N/A
LIGHTS IN POOL /21 WHITE LED
LIGHTS M SPA: 1
—
EQUIPMENT:
8" MIN.
GUNITE
POOL PUMP: 2.5 HP INTELLAPRO VRS SPA PUMP: N/A
OKNESS
TYP
FILTRATION: 450CARTRIDGFFIITER SPAHEATER: SHARED
HEATER: 4WK RTU GAS: NATURAL
eHIGH END DETAIL
CALE - NTS
PLAN VIEW
!-m-TW2
Ir
DEEP SHALLOW END
END
REBAR 0 12"
HORIZ.
REBAR 0 6" OC
aTRANSITION FLOOR STEEL
SCALE: 1/2 --1'-0"
ELEVATION ELEVATION
� 6•k -�-
CONTINUOUS BOND BEAM
#3 REBAR— , �,-® TOP OF WALL W/ (2)
o m #4 BARS TYP.
#4 REBAR— n �-
#3 REBAR 0 6" OC #3 REBAR 0 12"
VERT. ( OC VERT.
#3 REBAR 0 12" #3 REBAR ,
OC HORIZ.
#3 0 12" OC. VERT &
HORIZ. 24"-48" DEPTH
ASIDE WALL ALTERNATES, +4' DEPTH STOP 24" STEEL @PERIMETER
SCALE: 1/2"=1'-0" v SCALE: 1/2•=1'-0"
TIMER: AQUALINK W/610UALINK SANITATION:
NOTES:
COPING BY OTHERS
I
JUN 15
HEALTH
ISSUED FOR PERMITTING, NOT FOR CONSTRUCTION
SIMMONS RESIDENCE
2 CHANNEL POINT DRIVE, W. YARMOUTH, MA
SCALE: AS NOTED DATE: JUNE 13, 2022
JOB #: AS NOTED CLIENT TEL:
POOL PERMIT
P1