HomeMy WebLinkAboutSite Plan43 ft. 11 in.
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437 ft. 0 in. PROPERTY LINE
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424 ft. 51n. PROPERTY LINE
MIN -SETBACK
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CNR SIDE
POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954) 941-1124
info@swimmingpoolplan.com
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
464.2.0.0 /R4101,6.1 ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
8/15/19
SAFETY BARRIER COMMENTS
ADDRESSED
GENERAL NOTES:
1) PLANS DESIGNED PER 2017 6th EDITION F.B.C. RESIDENTIAL',
CHAPTERS 42845 and ANSUNSPI 3, ANSI/NSPI S,
ANSI/APSP 7,ANSt/APSP/ICC 15
2) THE SITE MUST HAVE UNDISTURBED SAND, ROCK SAND
AND ROCK, WITH A MINIMUM BEARING VALUE OF 1500 PSF,
3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS.
SOIL CONDITIONS IN THIS AREA HAVE BEEN BY PAST
EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK
OF SIMILAR SIZE AND DEPTH, IF CONDITIONS DIFFER FROM
CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE
NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS
PROJECT,
4) ALL CONCRETE SHALL CONFORM TO AO 1318-11.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITFJSHOTCRETE)
5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR NEW BILLET STEEL CONFORMING TO
A.T.S.M: 15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH AC.1. STANDARDS AND SPECIFICATIONS,
6) PIPING', ALL POOL PIPING SHALL BEAR THE N.S.F.-PW
SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C.
MIN, POOL PIPING TO COMPLY WITH F.S.C. POOL
EQUIPMENT TO APPLY TO F.B.C.
7) WATER SUPPLY AND DISPOSAL SHALL BE BO ARRANGED
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS INF.B.C,
8) EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER
2014 NEC SECTION 680.26(C)
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SITE PLAN
TITLE
LOT 2 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4416 N. HWY Al
FT. PIERCE. FL,34949
Scale: 1 in = 30ft. Oin.
DATE 8/15/2019
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