HomeMy WebLinkAboutREVISION 12-12-17OFFICE USE ONLY:
DATE FILED: r a) / �
REVISION FEE: �k- DO
PERMIT # I IO� -6 LPq
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:,�-
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: A�'-CwAq— Dbl �J T*Y\-
QUALIFIERS NAME: Q"3q
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME: _
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
IWWA
ZIP:
NAME:r �IwrOw W, wIr IwI-��
ADDRESS: BlEm. I&N-I'VEFF, NE
CITY: ST
PHONE (DAYTIME):
SLCCC:9123109
Revised 06130117
9
!I -BEAM
.. z XB WOOD CAP
• '•'. 4" THICK SOLID CAP BLOCK
B"XB"X16" CONCRETE
N +.
ASONRY UNITS
(DRY —STACKED)
PIER "A"
F-1
;•
EXISTING CONCRETE
IHER TY
MA MUM
SLAB (GOOD CONDITION) sl AR Tn Tnp n
T. 2 X8 WOOD CAP
THE FOUNDATION IS DESFe ` O MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATE' -' EDVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADSi
AND ALL OTHER LOADS DL.,, fHE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE F. ' 4UE TO FLOOD AND WIND FORCES AT THE BASE FLOOD.
2-0-4 '-
4'-0" O.C.
MAX r MAX T
F.T. I
0
FACTORY I -BEAM
I v
m I
00
I 0 '-0" 5'
�-4" TYP
o 0 MAX 6'-0" MA)
Li
�0 I**4'-O" �(O.C.
MAF!{ .yIA-SEAM
FACTORY I -BEAM
aoz
10
+•,
B•XB•X16" CONCRETE
w
ASONRY UNITS
to
,'
(DRY -STACKED)
re"VIER "B"
SLAB (GOOD CONDITION)
NOTE: PIER TYPE "B" UAS A
SLAB TO TOP OF P T 2 X 80M
STRUCTURAL LOAD LIMITATIONS:
CODE EDITION: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE 7-10
1. ULTIMATE DESIGN WIND SPEED:
170 mph WIND SPEED
2. NOMINAL DESIGN WIND SPEED:
132 mph WIND SPEED
3. WIND EXPOSURE CATEGORY: "D"
4: IMPORTANCE FACTOR: 1.0
5. DESIGN ROOF LIVE LOAD:
20 PSF
G. DESIGN FLOOR LNE LOAD:
40 PSF
7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF
S. OCCUPANCY CLASSIFICATION: R3
FACTORY
5'-2" TYP
6'-0" MA)
0
!'-014'—O" (
MAX MAX
Uhl
6'-0" MAX
SPACING -
(MATELINE)
TYPE
-0" MAX 2'-0"I
MAX
Rn
COLUMN LOADS
10 = 2080 LBS.
Q2 = 2080 LBS.
`1iI11rrrr
NCEN
g No. 5 6
�S''••4 OR \ECG\
ON AL"
'•1146r,1�1b-16-2017
-2" TYP. I I/
-0" MAX 2'-p• 1 70$f�
MAXI ST. LUCiE c0L�T" RtiII WING . nTTcinrr
Q I REVIEWED FOR COMP NC
REVIEWED BY
DATE.
- — PLANS AND PEPUNIIT+MUST BE INEPT ON JOB
OR NO INSPECTION WILL BE 11IADE.
2'-0
MAX
FLOOD ZONE INFORMATION
tiLSE PLAINS AND ALL PROPO;
- FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE
;r;E SUSjECT TC ., '.Y CORREC-
AEWITHBASEFLOODELEVATIONATTNAVD88.
-;EQUIREC 3'; . IELD-I^!SPECTOF
-LOT SITE GROUND (ESTABLISHED) ELEVATION IS 3,8'
MAY "F NECESSARY IN ORDER'
-MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0'
::061PLY WITH ALL APPLICABLE
GROUND ANCHOR INSTALLATION
A BRACKET OR EpUAL FAS'JENED TO PERIMETER RAIL
W 10 WOOD SCREWS MIN. 1 PENETRATION
MIN 14 ,nIR5Vj(S,—OR 50X SCREWHOLES
FlFlFl��� ��� mmm �u:euFlFlFl�LLLLLL�EEEEDDD
F.T, -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR
-COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR
0 -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS
LONGITUDINAL & LATERAL BRACING SYSTEM
® -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS
LATERAL BRACING SYSTEM ONLY
WA
0
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