HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY: I `7
DATE FILED:( -
REVISION FEE:
I. LOCATION/SITE
ADDRESS:
PERMIT # I D q- V V-s'�'
RECEIPT # 1 b
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DMSION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
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2. DETAILED DESCRIPTION OF PROJECT
REVISIO S:
-,).)
3.
S.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
'OWNER/W
.
NAME:
ADDRESS:
CITY:
PHONE:
t
ST. LUCIE COUNTY CERT. #:
STATE:
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: AeV
ADDRESS: �+
CITY: STATE: _
PHONE (DA ME): 11 �3� = -21T
Revised 07/22/2014
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DEC 112017
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No. 82641
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Signature:
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General Notes
REPAIR GARAGE STRUCTURE PER FLORIDA
BUILDING CODE - EXISTING BUILDING,
CHAPTER 6. EXTENT OF STRUCTURAL
DAMAGE IS LESS THAN SUBSTANTIAL. ALL
DAMAGED MEMBERS SHALL BE REPLACED
SUCH THAT THE BUILDING IS RESTORED TO
ITS PRE -DAMAGED CONDITION.
RISK CATEGORY II
SURFACE ROUGHNESS B
EXPOSURE B
DESIGN WIND SPEED = 150 MPH
MAX ROOF UPLIFT AT EDGES (ASCE 7-10
CHAPTER 30) = 94 PSI
1. ALL DAMAGED ELEMENTS SHALL BE
REPLACED WITH LIKE OR BETTER MATERIAL.
2. REPLACE DAMAGED 4X8 BEAM WITH
3-PLY 2X8. FACE NAIL THE PLIES TOP AND
BOTTOM FROM BOTH SIDES (STAGGERED)
WITH 16D COMMON 24" O.C. FACE NAIL EACH
END WITH (3) 16D COMMON. BEAM TO LEDGER
CONNECTION SHALL BE SIMPSON LUS28-3 OR
EQUIVALENT.
3. ROOF COVERING DESIGN BY OTHERS.
4. EXISTING PLUMBING AND ELECTRICAL TO
REMAIN.
2
COMMENT INCORP.
12/11/1
1
COMMENT INCORP.
11/9/17
0
INITIAL
9/27/17
No.
Revision/Issue
Date
RUSSELL B WILLISTON
LICENSE NUMBER 82641 '`
4484 NE OCEAN BLVD
JENSEN BEACH, FL
Wopd Men W Addma
211 BEACH AVE
PORT ST LUCIE, FL
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