HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. •LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL.. 34982.5852
561482-1563
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This C&OCation is to be completed by the project design architect or engineer. ThiB Certificaton must be submitted wnh ell applicatlons
for bulkAng permit involving the construction. of new residence (single or mukl-famlly), ree)d4rdial addition, any accessory structure requiring
a buijding permit, and any nonivaidentiel structure. This Certification shah not appy to interior renovations (provided that no struCturel
wiihls; columns or'Other >fanilar'Oomporwit ks being.effec )i and certain other minor building permits. For furew assistance, please contact
the Building)nsp*ctlon OfAca'al:452-1553 or 462 2172.
PRbJECT NAME
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PR NUMUR
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Ccep- TYPE
CST. TYPE
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TH 4:A D , P FI i • HAVE
BEEN .DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTU rO F UI NG DES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO' RT ST C RAL EI": M NTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THEAMNO LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
1. STANDARD BUILDING CODE INT EDMON
2. BUILDING DESIGN IS (cwcK ONE ENCLOSED r._..._
3. BUILDING HEIGHT: FT 4
ASCE 7$3 OTHER (SPECIFY)-
. i
PARTWLLY ENCLOSED _ OPEN BU11.0INt3
WINO SPEED USED IN BUILDING DESIGN:_ MPH t
5. ►MND EXPOSURE CLASSIFICATION (REFER TO U POSURE TABLES IN WALOWO COPE IDENTIFIED IN LINE 0).
B. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: /(O PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: --�-- ^ - PSF
S. IMPORTANCEJUSE FACTOR (09TAIN FROM BUILDING CODE): /1 0
o. LOADS: FLOOR /V19, PSF ROOFAJEAd: PSF ROOFAJVE: PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHsaK ONS) YES ✓ NO __ if NO. why? (attach
e�takaaBan)
11, IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONC) YES v NO — If NO, why? (attach arpkainstian)
12. ARE COMPONENT AND CLADDING DETAILS PRWIDED (CH`CKONE) YES NO _, If NO, why? (attarh
explaination)
13. MINIMUM SOIL BEARING PRESSURE; .� PSFW\-
AS WITNESSED 13Y MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: pj,72f---� CERTIFICATION NG:
(SFAt. HERE)
DESIGN FIRM: DATE:
•I &1 1RLCC04 fOANi NO. 00040
GRC
ENGINEERING
5544 W. 147th Street
Oak For<<t. II. 60452