HomeMy WebLinkAboutDesign Certfication for Wind Load ComplianceJan 17 02 03:27p RF CONCRETE
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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 FOR WIND 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 q62-2172.
PROJECT NAME
Polymeric Supply, Inc. ' '
OFFICE USE ONLY
STREET ADDRESS -
15965 West Park L&nS
PR NUMBER
Fort Pigree. FL 34945
PERMIT NUMBER
22010425
OCCP.TYPE
CST.TYPE
CERTIFICATION STATEMENT:
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 ASSUMPTIQNS USED: release check or mrnoleie the acorooritA_ box)
1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-95
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED_ PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: - 20 FT 4. WIND SPEED USED IN BUILDING DESIGN: 110 MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE tl): -
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: r PSF
8. IMPORTANCE LISE FACTOR•(O TAIN FROM BUILDING CODE):
9. LOADS: FLOOR 100 PSF ROOFIDEAD: _ o PSF ROOF/LIVE: ZO PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO_?','_ If NO, why? (attach
explaination) HCrAL ' 1j01LDINa WITR BRACIA6,
11, IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES � NO If NO, why? tattach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO _°,_, It NO, why? (attach/
explaination)
13: MINIMUM SOIL BEARING PRESSURE: ZDOb PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED
IS TRUE AND. (CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: �YtN��yy �- ° ��% i CERTIFICATION NO: .
DESIGN FIRM: / ��0��-AfsSOC, • DATE: ///$"/p2 ,^
FICATION
(SEAL HERE)
SLCCOVFORM 90 Q2000