HomeMy WebLinkAboutREVISION 10-23-17OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
1.
PERMIT # I
qD
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
ADDRESSLOCATION/SITE -Z 5 C
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS: rr
li
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3.
4.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: .
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:�j�
ADDRESS:
CITY: i
_— PHONE (DAYTIME):
Revised 07/22/2014
ST.
STATE:
FAX: �•.
STATE:
STATE:
9
M,
v
ACTO ^.-: 7JEAM
T. 2 X8 WOOD CAP
'•'.
4" THICK SOLID CAP BLOCK
.
8"XB"X16" CONCRETE
ASONRY UNITS
CIA
(DRY -STACKED)
PIER "A"
EXISTING CONCRETE NOTE: PIER TYPE "A" �iAS A
SLAB (GOOD CONDITION) MAXIMUM HEIGHT OF 36 FROI
SLAB TO TOP OF P.T. 2 X 8
T. 2 X8 WOOD CAP
,L
' `'•
B"XB"X16" CONCRETE
ASONRY UNITS
. '
(DRY -STACKED)
re —VIER "B"
SLAB (GOOD CONDITION)
NOTE: PIER TYPE "B" UAS A
MAXIMUM HEIGHT OF 54 FROM
SLAB TO TOP OF P.T. 2 X 8
STRUCTURAL LOAD LIMITATIONS:
CODE EDITION: 2014 FLORIDA BUILDING CODE (5TH EDITION) 8 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
6. DESIGN FLOOR LIVE LOAD:
40 PSF
7. MIN. ASSUMED SOIL BEARING CAPACITY: 1600 PSF
B. OCCUPANCY CLASSIFICATION: R3
THE FOUNDATION IS DESIGP'_, } MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND L',, L MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER L
AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OFT nuiviE DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. `mil
0 4'-O" O.C.
MAXr MAX J
.A. I
o
FACTORY I -BEAM
i v
m
00
-0 � '-0" 5'-4" TYP
w MAXr6'-0" MA)
m 2'-O".4'-O" O.C.
FACTORY I-BEAMF�N4i�
coo
.I F -0" 5'-2"
U MAX 6'-0"
�w
FACTORY I -BEAM
F.T
014'-0" 0,
MAX MAX
ILL _ _im- _ _�UL_ _ - Wl
6'-0" MAX
• SPACING -
(MATELINE)
5'-2" TYP_L_
6'-0" MAX 2'-0-
MAX
Max COLUMN LOADS
1� = 2080 LBS.
v 2O = 2080 LBS.
-4" TYP.
'-0" MAX 2'-0"I
MAX
rM
O
35'—O" • ,an MA;( ROPOSED WORK
rr _S
FLOOD ZONE INFORMATION Aj, SUgdEC7 TO ANY CORRECTIONS
BE"
�c .Ulf{ECi 6Y FIELD INSPECTORS THAT
- FIRMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE M1" CODES.
' '= N cCESaARY IN ORDER TO
AE WITH BASE FLOOD ELEVATION AT T NAVD 88. C tPLY VJ1TH ALL APPLICABLE
-LOT SITE GROUND (ESTABLISHED) ELEVATION IS 3.8'
-dINIMUM FINISHED FLOOR ELEVATION TO BE 7.0'
GROUND ANCHOR INSTALLATIIONgp
W 10 40CKE SSRCR�EyWgSUMINF 1� PEENEIROATIONIMETER RAIL
MINALY SPACED R 50% SCREWHOLES
BRACKET MAYBE OMITTED ONSITE IF R IS INSTALLED BY THE MANUFACTURER
CONCE+.ED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
till 11 11 l ,,'
CE T
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�•• No. 96 • ,.
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fREVIG►►LLB � GC
16'HfL' .__ 7Q7' r
L�'�TS17) NUT ST BE XEPT ON JOB OR !O IiS_SPEC7-10- WILL BE MADE.
SYMBOLS
v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR
0 G.A.
-COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR
OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS
LONGITUDINAL r£ LATERAL BRACING SYSTEM
®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS
LATERAL BRACING SYSTEM ONLY
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