HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
J' FT. PIERCE, FL. 34882-502
,. 661-482-1Sb3
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be Con>pleted by the project design amh)tect or engineer. This Certification must be submitted with all applications
for building permit involving the construction of new n9s14e1`10e (single or mufti-farrilly), residential addition, any accessory structure requiring
a building permit, and any nonresaleMial structure, This Cer it'icetion shall not apply to Interior renovations (provided that no structural
wags, columns or other similar eomporarit is being effected) and certain other minor building pemrite. For further assistance, Please contact
the Building Inspection Office at 462.1663 or 462-2172,
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CERTIFICATION STATEMENT:
1 CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
1. STANDARD BUILDING CODE 1997 EDITION ASCE 7.95 OTHER (SPECIFY)
2. BUILDING DESIGN IS (C)eiCKONE) ENCLOSED_ PARTIALLY ENCLOSED OPEN BUILDING
s. BUILDING HEIGHT. FT 4. WIN0 SPEED USED IN BUILDING DESIGN: MPH
I. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TA LE$ IN eun.aNS cope roEt r= IN Lem *I).' G
S. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: t>4 PSF
T. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
e. IMPORTANCFIUSE FACTOR (00TAM FROM 5UIW010 coon:
I
0. LOADS: FLOOR S PSF ROOFrDEAD: PSF ROOFILIVE: PSF
10, WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE YES ✓ NO — If NO, why? (*§-:91
explalnstion)
11. IS A CONTINUOUS LOAD PATH PROVIDED wmcoK Ors) YES ✓ NO If 140. wiryr7 (.darn explaination)
12, ARE COMPONENT AND .CLADDING DETAILS PROVIDED (CHECK ONE) YES � NO -,-_,. If NO, why? (rltech
euplainadon)
Is. MINIMUM SOIL BEARING PRESSURE: —AU0 PSF( VV,
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
IS TRUE AND COrR T, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: Z'��-- CERTIFICATION NO: EE
:SEAL HERE)
DESIGN FIRM '®C DATE:
• al.ccDV rpR1A NO: moix
ENGINEERING
5544 W. 147th Street