HomeMy WebLinkAbout22020536- DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCEA2/19/2002 16:02
3217575660 MHwILLIAMS CONSTRUCT PAGE 04
ST. LUCIE COUNTY PUBLIC WORKS
SCANNED BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
p gBY FT. PIERCE, FL. 34962-5652
661-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be Completed by the project design arghitect or engineer. This Certlfhcation mustbe submitted with all applications
for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring
a building permit, and any nonresidential structure, This Certification shall not apply to iriterigr renovations (provided that no structural
walls, columns or other similar Component is being effected) and certain other minor building peel: its. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462 2112,
PROJECT NAME
OFFICE USE ONLY
STREET ADpRESS
3702 N. AIA
PR NUMBER
FT. PIERCE, FL 34949
PERMIT NUMBER
OCCP. TYPE
CST. TYPE
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 PARAMETERS AND ASSUMPTIONS USED: fDleaSe Check or complete the approprite boz)
1.
STANDARD BUILDING CODE 1997 EDITION X ASCE 7-95 •X
2.
BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED
X OPEN BUILDING
3.
BUILDING HEIGHT: 122'-8 FT 4. WIND SPEED USED IN BUILDING DESIGN: 110 MPH
5.
WIND EXPOSElRECLASSI6LLATiONKREFEAaFe�cPleRE•u�eY(t9i►eioODEE+F�6FiitvUwEsiy:�:....
B.
AVERAGE WIND VELOCRY PRESSURE ON EXTERIOR FACES OF STRUCTURt:
97.6 PSF
- 7.
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
105 PSF
a.
IMPORTANCEIUSE FACTOR (OBTAIN FPDM etrlLp,N® COxq: 1.15
a.
LOADS: FLOOR 160 PSF ROOFIDEAD: 125 PSF
ROOF/LIVE: 30 PSF
10.
WRF SMEAR WALLS CONSIDERED ERED FOR STRUCTURE (CHECK ONE) YES X
NO If NO, why? (attach
gxplainat)on)
11.
IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES X NO
If NO, why? (attach eViaination)
12.
ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES x
NO If NO, why? (attach
':vcplainalion)
13, MINIMUM SOIL BEARING PRESSURE: N/A PSF PILING . FOUNDATION
M
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BEL15F.
'GARY F. BROCK
NAME: CERTIFICATION NO:
CHARLAN BROCK & ASSOCIATES;.'INC. 2/21/02
DESIGN FIRM: DATE:
N
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