HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL, 34W2-5662
381-02.1553 .s
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be Completed by the PlViOd design ar NUot or engineer. This Cedffloation must be submitted with stl applications
for building permit involving On ooruWcllon of new residence (single or multl-fantiy), residettal addition, any aooesaory structure requiring
a building permit, and any nonresidential s"um. This Cartification shall not apply to interior renovations (provided that no structural
walls, Columns or other simllar component Is being effected) and certain other minor building pom tlf:. For tulther asefatanoe, please cordact
the Building Inspection Office at 462-1553 or 462-2112.
PROJECT NAME
I L L QD/j b S I &/V So 13 1
<. I Nt~Y
STREET ADDRESa
FL ael U F 0A) PA�eC eL
PFk NUMY6R
40O 2. ^C}GO
PERMIT NUMBER
UANTv A Ir11lr`1t�636-C-NHS
OCCP.TrPE
cgT.TYPs
• ll 141 Ill
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 PARAMETER§ AND ASSUMEMONS USED• (el®aa. shack or.�1P!/t! th!
t . STANDARD BUILDING CODE 1997 EDITION ASCE 7.05 :::�OTHE't (SPECIFY) ,
2. BUILDING DESIGN IS (CWK OPM ENCLOSED PARTIALLY ENCLOSED __ OPEN BUILDING SA�14
3. BUILDING HEIGHT: FT 4, WIND $PEED US® IN BUILDING DESIGN: MPN
5. WIND EXPOSURE CLASSIFICATION (REFER To OWSURE TISLEe tN surLOwo C= IQENMIED IN LINIZ 01Y I� --
i. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 64 PSF
T. •.' PEAT( WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE! 1;4 PSF
s. IMPORTANCFJUSE FACTOR (OWAIN FRW OULPHO COOE): !' D
9. LOADS: FLOOR _ ,/ PSF ROOF/DM: _ PSF ROOFA-IVE: PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE ICHECK OW YES NO _ If NO, why? (attach
explain•don)
11. IS A CONTINUOUS LOAD PATH PROVIDED {CHECK ONO YEI3 V NO r� if NO, why? {attach •xplslnatlon)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONt:) YES i_?7 NO _ If NO, why? (attach
explains"")
13. ' MINIMUM SOIL BEARING PRESISURM PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED 1MTH THIS CERTIFICATION
IS TRUE AND CO RECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME:` — CERTIFICATION NO: 3y
(SEAL HERE]
DESIGN FIRM: v� ATE:
1 GI.CCCH FOItlA N0: 020-U0
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