HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-8852
561-462.1553
RESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be compMed by the project design architect or engineer. This Cerlillcation nwat be submitted with ail applications
for building parrM kwalving the construction of new residence (single or multi-fan4y), residential addition, any a=ssm stn Ure requiring
a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please wntact
the Building Inspection Office at 02-1563 or 462-21 T2.
PROJECT NAME
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STREET ADDRESS
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PRNt MBER
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PERM' IT NUMBER
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OCCP. TYPE
CST. TYPE =
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CERTIFICATION STATEMENT:
CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESf PECK IC 0r j E
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION 00—,rHE 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.
DESIGN PARAMETERS AND ASSUMPTIONS USED: lal ga ohod orcomists the oaorCerabr hol
1. STANDARD BUILDING CODE 1a97 EDITION ASCE 7.0 ✓OTHER (SPECIFY}
2. BUILDING DESIGN IS (Crimx OW ENCLO$RD _ PARTIALLY ENCLOSED �� OPEN BUILDING
3. BUILDING HEIGHT: FT 4. WIND SPEED USED !N BUILDING DESIGN: �.r0 MPH-
6. WIND EXP08URE CLASSIFICATION (REFER TO WOSURR TA&ES IN 61ji w0 com rE"MFIED IN LME 01); C
S. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: //'��` PSF
T. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: f�'7 PSF
e. IMPORTANCEMSEFACTOR (ObTAINF�euLDINaeaod): &/
9. LOADS: FLOOR &A- PSF ROOF/DEAD: PSF rA00ftIVE: PSF
Ia. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (cwECK OW YES NO — M NO, why? (attadi
explalnsNon}
11. IS A CONTINUOUS LOAD PATH PROVIDED M-*-.t( OIL YES L/ NO
_ If NO, why? (,ft ch expLaikW10n)
12, ARE COMPONENT AND CLADDING DETAILS PROVIDED [mcic ore) YES v NO _ If NO, why? (OWC#+
"Plsinsticn)
1S. MINIMUM SOL OWING PRESSURE: 2bou PSF10 L
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
IS TRUE AND CO CT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: /G CERTIFICATION NO:
DESIGN FIRM , DATE: I a .� l /,,, a ISEAL HERE)
ENGINEERING �- SLCCU RM NO; 02M
5544 W. 147th Street
Oak For—i-t: 0- A0452