HomeMy WebLinkAboutDesign for Wind Load CompliancesT. LUCIE_ COUIM
DEPARTMENT OF- COMMUNITY DEVELOPARMT
2300 VIRGINIA AVENUE. ROOM 201
FT. PIERCE. FL.. 34982.W52
407-M-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the PrOJW dbWP nmhhM Or engineer. This CarWic ation must be submitted with all
appliofim for !wilding permit involving the aVA&Uotion of new residence (single or muki-family). residential addition, any accessory
structure requiring a building permk, and any norlfsgaideMial structure. This Certifcation shall clot apply to interior renovations (provided
that no structural walls, columns or other similar cmtpwwtt is being eAeGed) and certain ether minor building permits. For further
issistance, please contact the Building inspection OiOos st 402.1553 or 462.2172.
PROJECT NAAW
HIIZ=ST MEMORIAL GAITIMS & MAUSO
87 REEt ADDRESS
6194 US HIGHWAY 1 NORTH PR NUMM
FORT PIERCE, FL 34946 PERMIT NUNIMM
q Cp
OCCP. TYPE
CST. TYPE
-qERTIFIC T1QN STATEM„gN.T.4
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 PARAMETERB AND ASSUMp"1'It 113ED- &%w °ram„ the boxi
1. BUILDING CODE EDITION USED (1rtAm . 1994 W=I AWE 7418 x OTHER (SPECIFY)
WILDING DESIGN IS Pd= ONE) ENCI.0 Ep PARTIALLY ENOt.O= X OPEN BUILDING
s. BUILDING HEIGINT. 18 - 25 FT I. WIND SI�t:ffii USED IN BUILDING DESIGN: 1_,,_ MPH ,
11.
WIND WMOSURE CLASSIFICATION tItM 7v T�ssa!s tN eauaoeoo tzcos xr tut: F� . C
AVERAGE WIND VELOWY PRE ON EXTERIOR FACES OF STRUCTURE 43 PSF
PEAK %VIND VELOCITY PRESSURE ON IXTEROR 1FACU' OF i'S:TId 43 PSF '
IMPORTANCEILISE FACTOR MuAsw FRw @Limaa 000q: 1 .0 .
LOADS: FLOOR 100 PSF ROOFIDEAD: 115 PSF ROOPALME: 20 rw
WERE SHEAR WALLS .CONSIDERED RR'STRUCTURE (on=. aril YEB i NO n NO, why? (attach
expt.rfataon)
IS A CONTINUOUS LOAD PATH PROVq= twat CM YES �X
swisru"an)
No- - If NO, why? (ant ch
12. ARE COMPONENT AND CLADDING DETAILB PRO'H14!"D Mew oM Ya , X NO If NO, why? (each
sxpWnWon)
131. MINIMUNI SOIL BEARING PRESSURE, 2500 PISF
AS WITNESSED BY MY SEAL, I ESPY CERTIFY THAT THE INFORMATION INCLUIDEP ' VW. TH THIS
CERTIM!C 1 AND C TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: ERTIFICATION NO: 31347
CORNFOR ASSOCIATES ISM HERE)
DESIGN FIRM: DATE: 6 September 1996 •
Sep. /5 '96 12:06 Received from gG1d dAlq 7Gi-777