HomeMy WebLinkAboutRevision; Pool PilingOFFICE USE ONLY:
DATE FILED: -I'-A' ao
REVISION FEE: '5�-I= d 0 0
PERMIT # 2003-0255
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
QUEENS ISLAND PRESERVE ACQUAVISTA LOT # 9
4500 N Hwy AIA
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Pool Piling Page 5 of 5
CONTRACTOR INFORMATION:
=RECEIVED
STATE of FL REG./CERT. #: CGC 1527445 ST. LUCIE CO CERT. #: 31143
BUSINESS NAME: ARTAR CONSTRUCTION LLC
QUALIFIERS NAME: ARMANDO REYES TOLEDO
ADDRESS: 13360 SW 40 STREET
CITY: MIAMI STATE: FL ZIP: 33175
PHONE (DAYTIME): 786-344-3856 FAX:
OWNER/BUILDER INFORMATION:
NA E: VENETIAN ADMINISTRATION LLC
ADDRESS: 7400 W. FLAGLER STREET
CITY: MIAMI STATE: FL ZIP: 33144
PHONE (DAYTIME: 786-512-4484 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: RANDALL STOFFT ARCHITECTS
ADDRESS: 42 N. SWINTON AVE
CITY: DELRAY BEACH
PHONE (DAYTIME): 561-243-0799
SLCCC: 9123109
Revised 06130117
STATE: FL
FAX:
ZIP: 33444
FILE C0r I
REVIS.1 ON
(G)#G STANDARD
HOOK BEND
MIN. I 2 BAR DIAM.
BOTTOM OF POOL5ILAD
#3 STIKP.UP3 SPACED 4" O.C.
@ TOP OF PILE T11EN -
IQ" O.C. FO P. BALANCE
m
16°
SONO TUBE TO EXTEND
O
PILE ABOVE GRADE'. TO
POOL SLAB ELEVATION
ALL P1 LES TYP.
(G) #G REBARSI
o
I
SONO TUBE TO EXTEND
PILE ABOVE GRADE'. TO
POOL SLAB ELEVATION
!
ALL PILES TYP.
#3 STIRRUPS SPACED 4" O.C.
@ BOTTOM OF PILE TEN
I O" O.C. FOP BALANCE
TOP OF TRANS. CAP
24x24"x24" min.
TRANSITION CAP (0#G DOwI.L
I
W/ 7 #G and MIN. 4e• SPLICE
2) #G B41M5IDE
#3 STIRRUPS
@ 9" O.C.
3" MI N. PILE EMBEDMENT
I!
per FEC 1 5103.I I
#3 STIKRUFS SPACED 4" O.C.
@TOPOF PILE THEN b'(D.C.
FOR BALANCE
d
10 Dis, AUGER. CAST
PILE w/ (G) #G BARS
BY 01
16"
PILE -CAP DETAIL
-
SCALE: NOT TO SCALE
EXPANSION JOINT
TYPICAL 8'CMU
III
Per contractor
**FRANGI
LE- !
r—�
MASONRY
WITH 1 #5
ALL
9 48
3Y" thick 31
S° MAX. EMBE
NT '.
CONCRETE SLAB
'..
•FRANGIBLE'
'!I
SAW CUT 1 Y"
Into 5'x6 max.
SECTIONS
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_
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; .VAPOR $ARRfER ' `
!
' • `. 1 , a
,` clean x®rtnite traated
,
,-T
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1Z'x 12"FRANGIBLE
8"THICKENED EDGE
MONOLITHIC FOTER
w/(1)#5 cont.
3000psi CONC
(2) #5's (W MIN. PROT
TE
C001�
DISCONTINUE,
STEEL
TRANSITION CAP (beyond)
_
I'I
AIJGERCAST PILE(beyond)
I
ffbOTING
SECTION
SCALE: NOT TO
SCALE
POOLDESIGNIVET
- - ...... PILE GROUT MIN. 5000 PSI 128 DAYS
l
MIN. LAPS 48"
(12) 16"ROUND AUGER -CAST
1z^FLooR
—WITH DOUBLE MAT
CONC. PILINGS 35 TON
#5s@12"O/C BOTH WAYS
COMPRESSION CAPACITY
INSTALLED TO 30' BGL OR
REFUSAL
,i6
1.
(BY OTHERS)
I I SEE DETAIL
6 # 8(s)
I I
16" DIAM. AUGER _
CAST PILE
PERIMETER 12" x112"
BREAK AWAY WALL
MONOLITHIC FOOTING
(2) #5's (3" MIN.
PROTECTION)
DISCONTINUE STEEL
SEE FOOTING SECTION
3 it
PROVIDE SONG TUBE TO
EXTEND PILE ABOVE GRADE
—TO POOL SLAB ELEVATION
ALL PILES TYP.
#3-8" X 8" HOOPS @ 4" O/C
_ @ TOP OF PILE
AND 10" O/C @ BALANCE
PROVIDE SAW CUT
MIN. 4" DEEP
EACH SIDE OF
)CAP & FOOTER
7ft Tin
ro
^0.
7ft8in.
LOT 9
0
0 1�/
C-1
SAW CUT
MIN. 4" DEEP
PP EOCEAC F SIDE
OF /IP
943
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m
RECEWED
AUG 12 2i110
perm}ttpepartm6'"
LUcie Count"
St. LOc
F GOP
POOLDESIGN.NET
30 S.W. 5th COURT
POMPANO BEACH FLA 33060
(954) 941-1124
info@swim m 1 ng poo I plan, co m
CERTIFICATE OF AUTHORIZATION N.
9871
DESIGN PER FLORIDA BUILDING CODE 454.2
INCLUDING BUT NOT LIMITED TO
464.2,6.6 M4101.6.1 ENTRAPMENT PROTECTION FOR SUCTION.
INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES
1) PLANS DESIGNED PER 2017 6th EDITION F.B.C. RESIDENTIAL
CHAPTERS 42& 45 and ANSINSPI 3, ANSUNSPI 5,
ANSI/APSP 7,ANSI/APSP/ICC 15
2)DESIGN IS BASHED ON RECOMMENDATIONS FROM SOILPROBE
ENGINEERING � TESTING INC. REPORT DATED AUGUST 29th,
2019. IS ATTAOHED ALL RECOMMENDATIONS FOR SITE
PREPARATION SHALL BE FOLLOWED PER SOIL REPORT. IF
CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS
ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER
CONSTRUCTION OF THIS PROJECT.
3) ALL CONCRETE SHALL CONFORM TO A, C.1318-11, CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000
PSI FOR PNEUMATICALLY PLACED CONCRETE GLINTS!
SHOTCRETE)
4) ALL REINFOROyING STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS OR'�. NEW BILLET STEEL CONFORMING TO
A . S. MA STEEL SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WITH A. C.1. STANDARDS AND SPECIFICATIONS.
5) 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. BG POOL EQUIPMENT TO APPLY
TO F.B.C.
6) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED
THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS iN F,8,0.
EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 680.26(C)
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PILING PAGE
TITLE I
LOT 9 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4500 N. HWY A1A
FT. PIERCE FL.34949
Scale: 3/8" = V-0"
DATE 8/7/2020
PAGE 51 5