HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is'to be completed by the project design architect or engineer. This Certification must be submitted with all applications
for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure 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 contact
the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
"So L/C,C
OFFICE USE ONLY
STREET ADDRESS
PR NUMBER
PERMIT NUMBER
OCCP. TYPE
CST. TYPE
CERTIFICATION STATEMENT: '
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.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or comolete the aooroorite box)
1.
STANDARD BUILDING CODE 1997 EDITION ASCE 7-95
2.
BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED
OPEN BUILDING
3.
BUILDING HEIGHT: v-Z.Z FT 4. WIND SPEED USED IN BUILDING DESIGN: //0 MPH
5.
WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01): C
6.
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
PSF
7.
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
PSF '
8.
'IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE):
9.
LOADS: FLOOR -40 PSF ROOFIDEAD: 2 J� PSF
ROOFILIVE: PSF
10.
WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES
NO If NO, why? (attach
explaination)
11.
IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YEStX, NO
B NO, why? (attach. explaination)
12.
ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YESX
NO If NO, why? (attach
explaination)
13.
MINIMUM SOIL BEARING PRESSURE 2500 PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATI5VIsEAL
D)M H THIS CERTIFICATION
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELI
NAME: A. YEKTA KAVASWLU, PIL�y, R�o� ray aA IfeooB CERTIFICATION NO:
• Boca Raton, FL 33487 2 HERE]
DESIGN FIRM: DATE:
am, V.
E COV FORM NO, 02000