HomeMy WebLinkAbout17 Point of Rocks Road Residence Details1'-5"
10" Pool Walls
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20'-0"
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12" Tread
0I —4'4" 10'
i.
—4'3" 10
18" Bench
1" Pitch to
Main Drains
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4:w as
102-0
NOTE: Measurements are from TOP of beam.
Subtract 3" for water height
-
-4 Water Height
10" Rise
1" Pitch to
Main Drains77
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f3 ® 12" O.C. E.W.
Vertically Through Out Entire
Pool Walls
#4 ® 12" O.C. E.W.
Horizontally Through Oat
Entire Pool Walls
I
8" Pool Floor
4'-4"
#3 ® 12" O.C. Shallow End Floor
To Deep End Floor
Within 18" Of Pool Beam
Hydrostatic Relief Valve
Install Per Manufacturer's
Specifications
#4 @ 12" D.C. E.W.
Horizontally Through Out
Entire Poo Floor
1. All construction is to conform to the
Massachusetts
state building code, and all applicable product .and
design standards.
Absence of specific items from these drawings does
not infer that
the contractor is relieved from the statutory code
requirements.
2. All materials and methods of construction shall
conform
to the approved rules and standards for materials,
tests,
and requirements of accepted engineering practice as
listed
in Appendix A of the Massachusetts State Building
Code.
POOL NOTES:
1. Assume maximum safe soil bearing pressure-
2,000
ressure-2,000
2. All pools are to be paced on natural, .undisturbed
material
or compacted granular fill. Subsoil bearing strata shall
be free
from all vegetation, loam, and organic material.
3. Do not place backfill against pool walls. until all
walls
have obtained 7 day cure strength.
4. All pool floors shall be placed on a 18" layer of
crushed
stone, compacted to 95% standard proctor density at
the
optimum moisture content.
SHOTCRETE NOTES:
1. Shotcrete mixture, form—work, delivery,
placement, and reinforcement
shall conform .to all requirements of ACI 506.2795
(latest edition);
unless otherwise noted.
2. Concrete materials .shall be: ASTM C Type 1
Portland .Cement.
S d dGI t hllb Iweiht
UH an rave aggrega es s a e norma g
and conform to
ASTM C33 Standards. Aggregate not meeting ASTM
C33 Standards
may be used provided pre construction tests
demonstrates the shotcrete
can meet specified requirements. All concrete shall be
air—entrained.
Concrete compressive strength, (f'c) in 28 days.
All concrete work— 5,000 psi.
NOTE:
ELEVATIONS ON EQUIPMENT AND SOUND PROOFING
IN ACCORDANCE WITH FLOOD ZONE REGULATIONS—
TO BE DETERMINED.
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT'
COMPLIANCE.pp
DATE:
BUILDING OFFI IAL
FILE COPS'. .