HomeMy WebLinkAboutAPPLICATION FOR BUILDING PERMIT REVISIONFOF ICE USE ONLY:
I
DATE FILED: 9.13.2019 PERMIT '# 19040630
REVISION FEE: RECEIPT #
i I�I
fu �" PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGEMA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: 7916 S iOcean Drive Diamond Sands
2. DETAILED DESCRIPTION OF PROJECT
2. sub Contractor aggrements
3. KSM Pile confirmation
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: loesph Miranda
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME: Joesph Miranda
ADDRESS: 9224 Bay Dnve
CITY:
PHONE:
STATE:
FAX
5. ARCHITECT/ENGINEER INFORMATION:
NAME: Randal Stofft and Rob Agsten
ADDRESS:
CITY: STATE: ZIP: _
PHONE (DAYTIME): FAX:
Revised 07/22/2014
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H�VIS1QN FILE cVrT
03 TIES`• f2" O/C
GRADE 5E)AM SCI4EDULE
REyIiSIONS i BY I DATE
PILE CAPACITY keml 8-IS-f9
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2
6 Vs VI CCWT BARS
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005 SHORT WAY
LONG WAYS
RARE BEAM
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In INTO GROVE BEM1 Wl I I r
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P E SOT.
51NGLE PILE CAP
(5PC)
4'-5" 4'-5" 4'-51." 4' 5" 4'-5" 4°-5" 4'-5u 4i_5n
PILE NOTES
AUGERCAST CONCRETE PILES
PILES SHALL BE POURED TO PROPER ELEVATIONS ALLOWING A MINIMUM OF 12" OF
PILE STEEL TO PROJECT INTO CAPS AND GRADE BEAM. ALL PILE WORK SHALL BE DONE
ACCORDANCE WITH "RECOMMENDATIONS FOR DESIGN, MANLFACTURE, AND INSTALLATION OF
CONCRETE PILES" NO.'10-50 IN ACI 543R-14(80). PILES SHALL HAVE THE SPECIFIED
CARRYING CAPACITY.
AUGERCAST CONCRETE PILES SHALL BE MADE WITH A CONCRETE MIX DESIGNED BY
A RECOGNIZED TESTING LABORATORY TO ATTAIN A STRENGTH OF SOW PSI IN 28 DAYS.
WITH A MINIMUM 6" SLUMP.
FRANG15LE FOOTING 5GNEUULE
MAW
In
VID. x HT.
ELEVATION AT
TOP OF FTG.
REINFORCING
REMARKS
F-I
36 X 12
SEE NOTE ®
FOOTING
3S GONT TOP/ BTM
"5 024" O/C TRANS.
STEM WALL FTG: FRANGIBLE
SEE NOTE AT FOOTING.
0o s
4'-5" 4'-3" \ . 3'-11" 4'-1" 4'-$"
I__7T_
to
ELEVATION AT
REINFORCING
r3 HOOPS
MAR<
VID. x HT.
TOP OF G5
TOP
MID
5TM
(TYPE T-1)
REMARKS
G51
20 x 24
6.50 FT. NAVD
4) 06
-
4) %
,0 8"
T.O.
G52
28 x 24
(2.50 FT. NAYP
5) "6
-
5) *6
• 8"
T.O.
GB3
120 x 24
8.08 FT. NAVO
4) %
-
4) 06
® 6"
T.O.
20 x IS
1m0 FT. NATO
4) +b
-
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• 6"T.O.AT
ELEV. PIT.
LG54
24 x IS
91" FT. NAVD
4) •b
-
4) R6
b"T.O.AT
ENTRY
16 x 24
6.50 FT. NAVO
(4) "6
-
4) M6
® 8"
T.O.
8'-6"
INDICATES 16" DIAMETER AUGERCAST PILE W/ A CAGE OF (b) 01 VERT. W/ 03 TIES ® 12" O/C
FULL DEPTH OF PILE.
PILE CAPACITY SHALL BE 22 TONS. DEPTH IS 25 FT. PER GFA REPORT.
3'-6" b'-2" 2'-2" L $'-2"
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PILING AND GRADE BEAM PLAN
SCALE: 1/4" = 1R-011
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