HomeMy WebLinkAboutDesign Certification Wind Load Complianceb
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PHONE NO. f' P6:1
# ST, LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FT. P11;fiCE, 1-L. 34982-5652
561-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the project design architect or englncer. 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 requlnng
a building permit, and any nonresidential structure, This Certification shall not apply to interior renovation:. (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 A62.1553 or 462-2172.
OFFICE USE ONLY
PR NUMBER
PERMIT NUMBER
OCCP. TYPE
CST. TYPE
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE.
BEEN DESIGNED TO COMPLY WtTII 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 AS!Ce!JMPT1QNS USED: foteaao chcck or corrplctc the 0Rpr0pri4P bQx)
4. STANDARD BUILDING CODE 1997 EDITION ASCE 7 95 OTHER (SPECIFY) A5c-r 7 ` q.Y
2. BUILDING DESIGN IS (CHECK ONE) / ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING J_L1GfJ,
9. BUILDING HEIGHT: at C�PPRDX,, FT 4. WIND SPEED USED IN BUILDING DESIGN: _ MPH
S. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE III). C_
E. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: n(,61 PSF
T. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 41r3 PSF
8. IMPORTANCMSE FACTOR (OPTAIN FROM suti.DING CooE) r C %
9. LOADS: FLOOR . N,__vj�___ PSF ROOF/DFJ>,D. N) ..., PSF ROOF/LIVE' N/A PSF
10. I WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO ✓ If NO, why? (attach
explaination) N1.A
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES , � NO If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONEJ YES _Z NO _ If NO, why? (attach
explainatlon)
13. MINIMUM SOIL SEARING PRESSURE: PSF
AS WITNESSED IBY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS'C'ERTIFIC>ATION
IS TRUE AND RE T, TO THG REST OF MY KNOWLEDGE AND BELIEF.
NAME: CERTIFICATION NO:
�- [SEAL HERE]
DESIGN FIR 20?)1J L - �97 AATE: 7— D'L
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