HomeMy WebLinkAboutRevision; Pool PilingOFFICE USE ONLY:
DATE FILED: -1- -I -zn
REVISION FEE: $1I.-).06
PERMIT # 2003-0254
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553 RECEIVED
APPLICATION FOR BUILDING PERMIT REVISION JUL 0 7 2020
PROJECT INFORMATION
ST. Lucie County, Permitting
LOCATION/SITE
ADDRESS:
QUEENS ISLAND PRESERVE ACQUAVISTA LOT # 8
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Pool Pilina Paae 5 of 5
CONTRACTOR INFORMATION:
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): 786-344-3855 FAX:
OWNER/BUILDER INFORMATION:
NAME: 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 COP R�ISIQN
A .. ..
(6) #G STANDARD
HOOK BEND
MIN.12 BAR DIAM.
BOTTOM OF POOL SLAB
#3 STIRRUPS SPACED 4" O.C.
@ TOP OF PILE THEN
I O' O.C. FOR 13AIANCE
Iff
SONG TUBE TO EXTEND
PILE ABOVE GRADE TO
POOL SLAB ELEVATION
ALL PI LES TYP.
(6) #G REBAR5
SONG TUBE TO EXPEND
PILE ABOVE GRADE TO
POOL SLAB ELEVATION
'
ALL PILES TYP.
#3 STIRRUF5 SPACED 4' O.C.
@ BOTTOM OF PILE THEN
19 O.C. FOR BALANCE
241x24"x24" mm.
TRANSITION CAP (Q#GDOw LL
w/ (7) #6 and MIN. 4& SPUCE
#3 STIRRUPS
@ 9" O.C.
N" MIN, PRE EMBEDMENT
per F6C 1810.3.11
#3 STIRRUPS SPACED 4" O.C.
@ TOP OF PILE THEN I C' O.C.
FORBALANCE
I G' d1a. AUGER CAST
PI LE w/ (6) #G BARS
BY OTHERS
R
PILE -CAP DETAIL
5C.ALE: NOT TO 5CALI!
TOP OF TRANS. CAP
#G BOTH SIDE
MIN. LAPS 48"
)PILE GROUT MIN. 5000 PSI @ 28
(13) 16" ROUND AUGER -CAST
12"FLOOR
WITH DOUBLE MAT
CONC. PILINGS 35 TON
#Ss 012"OIC BOTH WAYS
COMPRESSION CAPACITY
INSTALLED TO 30' BGL OR
REFUSAL
--e—�k-
(BYOTHERS)
j
I)�— SEE DETAIL
I
6011
I
I _ _ _
16" DIAM. AUGER _
CAST PILE
PROVIDE SONO TUBE T0'
EXTEND PILE ABOVE GRADE
TO POOL SLAB ELEVATION
ALL PILES TYP.
#3.8" X 8" HOOPS @ 4" O/C
@ TOP OF PILE 'I,
AND 10" O/C @ BALANCE
16" DIAM. AUGER CAST
#5 BARS @ 12" C/C BOTF
WAYS IN POOL FLOOF
0
PERIMETER 12" x 12"
BREAK AWAY WALL
MONOLITHIC FOOTING
(2) #5's (3" MIN.
PROTECTION)
DISCONTINUE STEEL
SEE FOOTING SECTION
PROVIDE SAW CUT
XIN. 4" DEEP
E CH SIDE OF
'FLE CAP & FOOTER
tiy1N
1
7 ft. 10h
?ft. Ion.
l
PROVIDE SAW CUT
MIN. 4" DEEP
EACH SIDE OF
PILE CAP & FOOTER
P b m
m
i
F _ �
5R3M• I I
I 9 !
u
Y A�`
P►''� y ' Job` C
c,0vy\)ONOGt
EXPANSION JOINT
TYPICAL 8" CMU per contractor
"FRANGIBLE"
MASONRY WALL
WITH 1 #5 @ 48" 3 V' thick 30000
6"MAX. EMBEDMENT CONCRETE SLAB
FRANGIBLE"
SAW CUT i V'
into 5x5' max.
SECTIONS
a 4
<
�--�
VAPOR BA R E
G.
clean termite treated
�. \
:compacted granular fill
12" x 12" FRANGIBLE
8" THICKENED EDGE
MONOLITHIC FOOTER--
W/ (1) 05 cont.
3000pslCONCRETE
(2) #Fs (3" MIN. PROTECTION)
DISCONTINUE STEEL
TRANSITION CAP (beyond)
:AUGER CAST PILE (beyond)
FOOTING 5 ECTI O N
SCALE: NOT TO SCALE
R "WS-1 VILE COPV
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
454.2.6.61R4101.8.1 ENTRAPMENT PROTECTION FOR SUCTION
INLETS
454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS
REVISIONS
GENERAL NOTES:
1) PLANS DESIGNED PER 2017 8M EDITION F.B.C. RESIDENTIAL
CHAPTERS 42 & 45 and ANSVNSPI 3, ANSIMSPI 5,
ANSI/APSP 7,ANSIIAPSP/ICC 15
)DESIGN IS BASED ON RECOMMENDATIONS FROM SOILPROBE
ENGINEERING & TESTING INC. REPORT DATED AUGUST 29M,
2019. IS ATTACHED. 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.I 318-11. CONCRETE
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000
PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNRE/
SHOTCRETE)
4) 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 A.C.I. 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.B.C. POOL EQUIPMENT TO APPLY
TO F.B.C.
8X 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. B.C.
EQUIPOTENTIAL BONDING GRID SHALL BE INSTALLED PER 2014
NEC SECTION 880, 26(C)
REC
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AUG I
1 Permitting
St. Lucie
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No 6844
9 . STATE OF
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PILING PAGE
TITLE
LOT 8 VENETIAN ADMINISTRATION LLC
DESCRIPTION
4452 N. HWY Al
FT. PIERCE FL.34949
Scale: 3/8" = T-0"
DATE 8/7/2020
PAGE 5 OF 5
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