HomeMy WebLinkAboutDESIGN - WIND LOAD COMPLIANCEDEPARTMENT OF COMMUNITY DEVELOPMEW
err VIRGINIA AVENUE,ROOM 201
Fr. PIERCE, FL 34982-56M
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-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE,
1
? This Certification Is to be completed by the project design architect or engineer. This Certification must be submitted with all
applications for buying permit Invohring the construction of new residence (single or multi -family), residential addition. arty accessory
structure requiring a building permit, and any nonresidential stricture. This Certification shall not apply to interior renovations (provided
that no stnrdural walls, columns or other similar component Is being effected)_and certain other mirror balding permits. For further
assistance, please contact the Building Inspection Office at 462-IM or 462-2172
PROJECT NAME
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STREET ADDRESS
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PR NUMBER
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PERMIT NUMBER
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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 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: release check or complete the appropriate box)
1. BUILDING CODE EDITION USED (YEAR) r r r 7 SBCCI ASCE 7-88 OTHER (SPECIFY)
?. BUILDING DESIGN IS (ctEcK ow ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT- FT 4. WIND SPEED USED IN BUILDING DESIGN: MPH
5. WIND EXPOSURE CLASSIFICATION (REFHt m opmw YAai CG IN mx=NG eocE IoENrrFlm IN uNE st):
8. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES' OF STRUCTURE 2$. PSF
Z. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE - PSF
e. IMPORTANCEIUSE FACTOR (oarAIN FROM mx=NG coDE?
9. LOADS: FLOOR 100 PSF ROOFIDEAD: ) 2- - PSF ROOFAJVE: 3 S Pw
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (crECK ow) YES V NO _ If NO, why? (atlach
explanation)
IS A CONTINUOUS LOAD PATH PROVIDED (c EDK oW YES ✓ NO _ If NO, why? (eearJf
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explanation)
FIF: 12 ARE COMPONENT AND CLADDING DETAILS PROVIDED (OC-CK ow YES NO _ B NO, why? (attach
explanation)
1]. MINIMUM SOIL BEARING PRESSURE PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTIFICATION IS TRUE AND CORRECT. TO THE BEST OF MY KNOWLEDGE AND BELIE
NAME: JP C7 . j C W-- 4�:- CERTIFICATION NO:
�/ 0 [SEAL HERE]
FIRM: DATE: L� 2 — rG '—'V