HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCEST. LUCIE COUNTY
DEPARTMENT OF -COMMUNITY DEVELOPMENT
' 2300 VIRGINIA AVENUE
• _ FT. PIERCE, FL. 34982-5652
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE .
This Ceril ication is to be completed by the project design architsct or eniffidd . Thl Certification must be submitted with all applications
for building permit involving the Constriction of new residence (single or multi -family), residential addition, any accessory stnxdure 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 oertain other minor budding permits. For further assistance, please.contact
the Building Inspection Office at 462-1553 or 462-2172.
11 PROJECT NAME I C,H1W 6 O S R:(ES j 'D Lr1i.
I. STREET ADDRESS ! 13 O O 1 S, 114 `D 1 A W M-' PR NUMBER I N
CST.TYPE
6 ► ►I
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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.
1. STANDARD BUILDING CODE 1997 EDITION _a.•'`
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED
3. BUILDING HEIGHT- -35 FT 4.
5.
a
7
ASCE 7-95 OTHER (SPECIFY)
PARTIALLY ENCLOSED OPEN BUILDING
WIND SPEED USED IN BUILDING DESIGN: q� 0 MPH
WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE *i): CQA S 1 AL
AVERAGE WIND'VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: ;Z!;;' PSF
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3 S PSF
a. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1
9.LOADS: FLOOR 1 o PSF ROOF/DEAD: Zs- PSF ROOF/LIVE: 3 O PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES „ NO_ If NO, why? (attach
explainstion)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO _ If NO, why? (attach expWrIstion)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO_ If NO, why? (attach
.axplalnaWn)
13. MINIMUM SOIL BEARING PRESSURE: 5-0 0 PSF
'AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATIONINCLUDED WITH THIS CERTIFICATION
IS TRUEJAND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME:' UAD1 HE-3242,f 'I� CS• CERTIFICATION NO:
DESIGN FIRM: A -.9_ A D � ^h C . DATE: [SEAL HERE]
SLCCDV FORM NO: 020D0
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