HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. LUCIE COUNTY PUBLIC WORKS
UILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
J4rhis Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
I g permit involving the construction of new residence (single or multi -family),
��{ for building g ( g y), residential addition, any accessory structure requiring
Ji 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
G 6 (- v AarL ® I S T., OFFICE USE ONLY
STREET ADDRESS
PR NUMBER
D YO PERMIT NUMBER
` CF' t OCCP. TYPE
gt•1'u ~rE�FOR Ox301 CST. TYPE
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CERTIFICATION STREV�w�v r a=1o�w�LBEr,�,�E
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CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND ELIVTHESE PLANS AND SPECIFICATIONS HAVE
4BEEN 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 approorite box)
1. STANDARD BUILDING CODE 1997 EDITION x ASCE 7-95 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED K PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: Z FT 4. WIND SPEED USED IN BUILDING DESIGN. «b MPH
5. - WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 91): G
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
2 5 PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3s PSF
8. AIMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1'
9. LOADS: FLOOR PSF ROOF/DEAD: PSF ROOF/LIVE: PSF
r, -
r{� 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO If NO, why? (attach
explaination)
1
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES x NO If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES )CL NO If NO, why? (attach
explaination)
13. MINIMUM SOIL BEARING PRESSURE: 2 Goo PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS C RTIFICATION
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: FA -Liu wtn,cH , P E . CERTIFICATION NO: 21 R 45
"M N EAL HERE)
DESIGN FIRM: PAJII� 406e_a.O Xde-. DATE:
LCC FORM NO: 020-00