HomeMy WebLinkAboutDesign Certification Wind Load Compliancea
ST. LUCIE COUNTY -
DEPARTIYIENT OF COMMUNITY EVELOPMENT-
2300 VIRGINIA AVENUI~ .
FT, PIERCE, FL. 34"2-W62
6Q1-492.1b53 ',
DESIGN CERTIFICATION'FOR WIND LOAD COMPLIANCE
This CeNAcation Is to be co rlPteted by the pfojaet dealpn mhftet at engfraw. 'this. CadMeatlon must be aubnillitad wNh ail appli6ati0rly
for bWWO9 permit fn"Mrig the Wnatnrdlon of now rasa se� �(imgla or muffs-f mft, twcideMW addllfon, airy messm q umm *Uidng-
a bullding permit, and any ionresidentiol structure. This Cermeadon awl not'epply to Intartor renovaticns (provided that no Sbuctufol.
waft, Dolumm or oftr almil or eompmmnt Is hefrieffec%4 and.aDrWn of or,minor bu1(dhig pemrtls Fdrfutiothwasalstenoe, pbaee contact
the BUIft Inspection 0%:oxt402-4SS3or48241,72.
pRO,iECTNAwIE
Blue Beacon Truck wash
9,�?<,`�" st�+u°�'s'``�
PIt "WINNER c
8TREET ADORM
Kings Highway
Fort Pierce Florida
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M. TYPIS
I CERTIFY THAT, TO THE BEST OF IrIIY KNOWLEDGE AND BELIEI=; 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 PF,OVISIONS.
1. STANDARD 13WLDa 0 CGDE 1997 g0rn0N 1 9 9 7 1w= y.96 � OYNER (SPECIFY)
BUILDING DESIGN 10 (CHECK Ombi E► MOSED X
BURpINO HaWr: * / • 1 6 F7 4,
PARTIALLY ENCLOSED, O:Ptat BUILDING .�_
WIND'SPEED USED IN BUILDING DESK3N; 1 10 MPH
WIND EXPOSURE C LA381FICAMOW (AEM TOMPOSURE TABLES IN 1WIL0*G COOS tDEM MO IN WWI! N. �. A
AVERAGE WIND V9LOCrTY PfM9UAE ON MtTIRIOR FACES OR STRUCTURE: 28 PSF
PEAR WIND VELOCTY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 33 3 PSF
IMPORYANCEJUSE 12AMR (OB AIN FROM BUILDING COM 0 _
9. LOAM. FLOOR _ 2 5 0 � PSF A0OFlDEAAD; 20 PSF nooFIL m 2 0 PSF
superimposed) (supBrim oSed)
90. WERE SMEAR WALLS CONSIDERED FOR STRUCTURE (Cl4ft ONE) YES � NO „^ If NO, why' �atta�A
ixplo(noNae)
11. IS A CONTINUOUS t OAD PATH PROVIDED tOMCR oNII YES X NO — If NO, why? (amch e4imihetlbN
12. ARE COMPONENT AND CLADDING DET'AU PROVIDED (CHECK ONE) YES X „ NO If NO, why? (attach
a4IaInatton)
93. MINIMUM $OIL SF -AI LING PRESSURE: 2,000 PSF
AS WITNESSED BY MY ;SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
IS TR D CORnICT, TO THE BEST OF MY KNOWLEDGE -AND BELIEF,
NAM `DS/6 7 CERTIFICATION NO: ZZ — 6
DESIGN FIRM: a"m DATIE:
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