HomeMy WebLinkAboutDesign Certfication for Wind Load ComplianceST, LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE, ROOM 201
FT. PIERCE, FL. 349B2-052
407482.1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This CertificatIon is to be completed by the project design architact or enpin"r. This Certification must be submitted with all
applications for building permit Involving the construction of new residence (single or multPfamlly), residential addition, any woesaory
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 ciertain other minor building permits. For further
assistance, please oontact the Building Inspection Office at 462-1553 or 462-2172.
CERTIFICATION- gMgMEN'T:
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 TH8 BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL
ELL=MENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS,
DESIGN PARAMETERS AND ASSUMPTIONS USED: (please d*c* or comoleta the •palaQ IM0. bozl
�. BUILDING CODE EDMON USED ft Aril 9 Li SBCCI ASCE 7-W ' OTHER (SPECIFY)
,�. BUILDING DESIGN IS (CMCK ONE) ENCLOSED _ 1 � pARTIALLY ENCLOSm � OM BUILDING
BUILDING HEIGHT: G C7 Fr IMND SPEED USED IN BUILDING DESIGN: /i d-. _ MPH
A. WIND EXPOSURE CLASSIFICATION (kEFER To MM8t M TAMIS IN euLDINO OWE taF.Nrtr W IN LINE e1): CAA 5TA L.
0. AVERAGE WIND VEUSCrTY PRESSURE ON E)( ERIQR FACES OF STRUCTURE: �.. , 5 MF
7. PEAK WIND VELOCRY PRESSURE ON WERIOR FACIE-8 OF STRWTURF: ZS� PSF
�. IMPORTANCE/USE FACTOR (OUTAIN FROM k%WNO CODE): jam, () _ ,
�. LOADS: FLOOR ,^ 90 PSF 400FA)EAD: ) 5 _ PSP Rom ; 30 Pa:
WERE $HEAR WAI.44 CONSIDERED FOR STRUCTURE ("ac aNM YES ., NO if NO, why? (attach.
uratFon) ,
a1. Is A CONTINUOUS LOAD PATH PRC1VtC>M MHECK ONl YES �, NO If NO, why? (u#ach
wgAsnritlon)
12. ARE COMPONENT A14D CLADDING DETAIL$ PRCVIDED (CMCa ONE) YES NO If NO, why? (ottach
MINIMUM SOIL SWING PRESSURE: PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED 'Vfl-T THIS
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND OF -LIEF.
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NAME-or��l% � CERTIFICATION N0: 1745�— • = � ' .
DESIGN FIRM: GATE:
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