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
5-A-V11-77,)
OFFICE USE ONLY
STREET ADDRESS
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PR NUMBER
Q�P
Ie-
PERMIT NUMBER
OCCP. TYPE
CST.TYPE
CERTIFICATION STATEMENT: VILE UOPY
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 complete the approprite box)
1. STANDARD BUILDING CODE 1997 EDITION cl 7 ASCE 7-95 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) LENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING DESIGN: A // D MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 91): GU,457)4 (r
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: ZS PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: S PSF
a. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): I , ()
9. LOADS: FLOOR PSF ' ROOFIDEAD: a % A PSF ROOF/LIVE: 30 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) YES NO _ If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES _ NO_ If NO, why?. (attach._
explaination)
13. MINIMUM SOIL BEARING PRESSURE: PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITI- ITHIS CE TIFICATION
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.' iec ��t- `' :
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NAME: i�C n%f� /�i9'�%�r�i/¢ CERTIFICATION NO: 46 3J
a�/L is [SEAL HERE]
DESIGN FIRM: DATE:
�t.LCCDV FORM NO: 62o-m