HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceD,ec 2F 00 10:54a
Building Zoning SLC 561 462 1735
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ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL, 34982-5652
561-462-1553
DESIGN CERTIFICATION FOKWIND LOAD COMPLIANCE
This Certification is to be completed by the project design architect or engineer. This Certification must be 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 Interior renovations (provided that no structural
walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
Gv/GGi �,y s i
OFFICE USE ONLY
STREET ADDRESS
0 a o (�'L,a
PR NUMBER
F7L: I'et-c - Lv
PERMIT NUMBER
2 Q /0QO
OCCP.TYPE
CST. TYPE
CERTIFICATION STATEMENT: ML.
CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THES LA SPN YE CIFICATION HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL P014TION 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 SPr_- :IFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIGIT"-SED: (please check' or comDlete the annroorite box)
1.. STANDARD BUILDING CODE 1997 EDITION Lgf"_ ASCE 7-95 OTHER (SPECIFY) _
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED --V' OPEN BUILDING
3. BUILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING DESIGN: GriO r MPH
S. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIEO.IN LINE #I): /(94ao'A(-
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Qv PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: AJA PSF B. IMPORTANCEWSE FACTOR (OBTAIN FROM BUILDING CODE): ��i• `6a
-7
9. LOADS: FLOOR to LA PSF ROOFIDEAD: /0114_ PSF j ROOF/LIVE: PSF
10.:.` WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES _ NO If NO, why? (attach 101A
explaination) /
it.., IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES �/ NO If NO, why? (attach explaination)
12.. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES t/ NO + If NO, why? (attach
explaination)
13. MINIMUM SOIL BEARING PRESSURE: PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
IS TRUE ANDD CORRECT,' TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: t4J, SCAL,4 10L CERTIFICATION NO:
v1 t (SEAL HERE
DESIGN FIRM: � r!• LA��+ � •1�G DATE: ��- 2��� . sLccovFORe.;No:ozo.00
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