HomeMy WebLinkAboutRevision; Pool PilingOFFICE USE ONLY:
DATE FILED: -I - —I - zo
REVISION FEE: ci�—Arij w
PERMIT # 2003-0250
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
_-..-.- 2300'VIRGINIAAVENUE"
FORT PIERCE, FL 34982.5652
(M) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
QUEENS ISLAND PRESERVE ACQUAVISTA LOT # 7
4446 N Hwv A1A
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Pool Pilina Pau 5 of 5
CONTRACTOR INFORMATION:
RECEIVED
JUL 0 7 2020
ST. Lucie County, Permitting
STATE of FL REG./CERT. #: CGC 1627445 ST. LUCIE CO CERT. #: 31143
BUSINESS NAME: ARTAR CONSTRUCTION LLC
QUALIFIERS NAME: ARMANDO REYPS TOLEDO
ADDRESS: 13360 SW 40 STREET
CITY: MIAMI STATE: FL ZIP: 33175
PHONE (DAYTIME): 786-344-3855 FAX:
OWNER/BUH.DER INFORMATION:
NAN M: VENETIAN ADMINISTRATION LLC
ADDRESS: 7400 W. FLAGLER STREET
CITY: MIAMI STATE: FL ZIP: 33144
PHONE (DAY fTNffi: 786512-4484 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: RANDALL STOFFT ARCHITECTS
ADDRESS: 42 N. SWINTON AVE
CITY: DELRAY BEACH
PHONE (DAYTIME): 561-243-0799
STATE:
FAX:
I'/113 1aiLIM
(G)#G STANDARD
NOOK BEND
MIN 112 BAR DIAM,
BOTTOM Of POOL SLAB 1 f
#3 STIRRUPS SPACED 4" O.C.
@ TOP OF PILE THEN
10" O.C. FOR BALANCE I y
G,
50NO TUBE TO EXTEND
PILE ABOVE GRADE TO
POOL SLAB ELEVATION 1
ALL PILES TYP,
(G) #G REBAR5 —'
SONG TUBE TO EXTEND
PILE ABOVE GRADE TO
POOL SLAB ELEVATION
ALL PI LES TYP.
#3 5TIRRUP5 SPACED 4" O.C.
@ BOTTOM OF PILE THEN
I O" O.C. FOR BALANCE
24N24"x24" min,
TPAN51TIONCAP (G)#GDOWEI
W/ % #G and MIN, 45` 5PU
#3 STIRRUPS —`
@ 9" O,C.
3" MIN, PILE EMEEDMEI
per PBC IB 10.3.11
#3 STIRRUPS SPACED 4" O.C.
@ TOP OF PILE TY1EN 10" O.C.
FOR BALANCE
I G" dla. AUGER CAST
PI LE wl (G) #G BARS
BY OTHERS
PILE
iCAI_E:
POOLDESIGN NET
AP DETAIL
C 5CA:_P
TYPICAL 8" CMU
"'FRANGIBLE"
MASONRY WALL "�-
! WITH 1 #5 @ 48"
6" MAX. EMBEDMENT
a
1.2"x12".FRANGIBLE
MONOLITHIC FOOTER
3000p81CONCRETE
(2) #S'a IS' DISCONTINUE STEEL
EXPANSION JOINT
��Der contractor
3 Y2" thick 3000pal
CONCRETE SLAB
FRANGIBLE`
SAW CUT i YZ'
into 5'x5' max.
SECTIONS
,VAPOR BARRItR
clean tPn111ta treated
gompacted gTanulai`-iill
B' THICKENED EDGE
w/ (1) #5 oont.
TRANSITION CAP (beyond)
AUGER CAST PILE (beyond)
FOOTING SECTION
5CALE: NOT TO SCALE
PERIMETER 12" x 12"
BREAK AWAY WALL
MONOLITHIC FOOTING
(2) #5's (3" MIN.
PROTECTION) DISCONTINUE STEEL
SEE FOOTING SECTION
A
� I
PROVIDE SAW CUT
I( MIN, 4 DEEP
EACH SIDE OF 10
b ~ PILE CAP & FOOTER hkN-
8 ft. 11 in.
I G"
TOP OF TRANS. CAP — —
PROVIDE SAW CUT I
MIN. 4" DEEP L
EACH SIDE OF
' PILE CAP & FOOTER
7
n, 9 in•
6k'
PILE GROUT MIN. 5000 PSI @ 28
DAYS
MIN. LAPS 48"
(13) 1G" ROUND AUGER -CAST
12" FLOOR
-WITH DOUBLE MAT
CONC, PILINGS 35 TON
#5sB12"O/C SDI WAYS
COMPRESSION CAPACITY
INSTALLED TO 30' BGL OR
REFUSAL
(BY OTHERS)
SEE DETAIL I PROVIDESONOTUBE TO
EXTEND PILE ABOVE GRADE
6 # 6(a) I TO POOL SLAB ELEVATION
ALL PILES TYP.
16" DIAM. AUGER #18" HOOPS C 4" O/C
CAST PILE @ TOP OF PILE
AND 10" O/C @ BALANCE
PILING&PADSECTION VIEW NTS
8 ft.
16" DIAM. AUGER CAST P
#5 BARS @ 12" C/C BOTH
WAYS IN POOL FLOOR
5 ft. 10 in.
J
J
RECEIVE[
�I AUG 127
I^ I Permitting DeP
`= J St. Lucie Cc
IN VILVV NTS
Zb
;E If® FORS ILE C
CODE CO►HPLIAN
sT. LUCIE "'§ION
gOC
POOLDESIGNAET
3d
S.W, 5th COURT
POMPANO
BEACH FLA 33060
I(954) 941-1124
info@$wimmingpoolplan.com
CERTIFI&t,
E OF AUTHORIZATION N.
I 9871
DESIGN PER FLORIDA
BUILDING CODE 454.2
INCLUDING BUT NIbT
LIMITED TO
454.2.e.e IR4101,Oil
ENTRAPMENT PROTECTION FOR
SUCTION INLETS
454.2.17 RESIDENTIAL
SWIMMING BARRIER REQUIREMENTS
REVISION$
11
GENERAL NOTES:
1) PLANS DESIGNED
PER 2017 eN EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 & 45
ANSI/NSPI 3, ANSUNSPI 5,
ANSUAPSP 7,ANSIIA�SPCC
IS
2) THE SITE MUST HA�.E
UNDISTURBED SAND, ROCK, SAND
AND ROCK, WITH Ai
MINIMUM BEARING VALUE OF 1500 PEP.
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 SHI
ALL CONFORM TO A.C.I 31e-11,
CONCRETE SHALL
HAVE AMINIMUM COMPRESSIVE
STRENGTH OF 3,00
PSI FOR PNEUMATICALLY PLACED
CONCRETE (GUNITPSHOTCRETE)
5) ALL REINFORCING
STEEL SHALL BE INTERMEDIATE GRADE
DEFORMED BARS
PR NEW BILLET STEEL CONFORMING TO
A.T.S. M: 15. STEEL
SHALL BE BENT, LAPPED, AND PLACED IN
ACCORDANCE WII
A.C.I. STANDARDS AND SPECIFICATIONS.
8) PIPING: ALL POOI.II
PIPING SHALL SEAR THE N,S,FPW SEAL
OF APPROVAL AND
SHALL BE SCHEDULE 40 P.V.C. MIN.
POOL PIPING TO COMPLY
WITH F.B.C, POOL EQUIPMENT TO
APPLYTOF.B.C.
7) WATER SUPPLY AIND
DISPOSAL SHALL BE SO ARRANGED
THAT THERE IS NC
CROSS CONNECTION WITH A DOMESTIC
WATER SUPPLY OR
WATER DISPOSAL SYSTEM AND SHALL
MEET ALL REQUIREMENTS
IN F S C.
8) EOUIPOTENTIAL BONDING
GRID SHALL BE INSTALLED PER
2014 NEC SECTIO
q 080,28(C)
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P.E. 68449
PILWO
PAGE
TITLE
'TIAN
LOT 7 VEN
ADMINISTRATION L-C,
DESCRIPTION
4446
N. HWYAIA
FT'
PIERCE FL,34949
$kale: 1l4" = V-0"
DATE
8/7/2020
PAGE
5 OF 5