HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY: DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561-462-1553,
DESIGN CERTIFIdATION 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
t the Building Inspection Office at 462-1553 or 462-21172.
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PROJECT NAME MAVF,1LW-fA oFFt 115w OFF..iCEU$EONLIf:
STREET ADDRESS 30 ¢ I NPV 511V.4AL► 31 PR NUMBER
PERMIT NUMBER
OCCP. TYPE
CST.TYPE
CERTIFICATION STATEMENT:
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: (please check or complete the a1mromite box)
1. STANDARD BUILDING CODE 1997 EDITION ✓ ASCE 7-95 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED '� PARTIALLY ENCLOSED OPEN BUILDING
13. BUILDING HEIGHT: 2 b`'su FT 4. WIND SPEED USED IN BUILDING DESIGN: I IO MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE #I): tj I IA.
~t). AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 4-0- PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 4(.* PSF
B. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING CODE): -
9. LOADS: FLOOR i d PSF ROOF/DEAD: 20 PSF ROOF/LIVE: 2 O• PSF
MtiA%. W-► rS-JL, NAAt4 rn
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES ✓ NO ,_ If NO, why? (attach
explaination) ;709:rAst, teQ.Ptv4 s pS Ms77t Gt oe4
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES Y' NO _ If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES ✓ NO If NO,- why? (attach,
explaination)
13. MINIMUM SOIL BEARING PRESSURE: 2, 000 PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH_ 1`HIS-CFRTIFICATIOAN
a IS TRUE AND CORRECT, TO E BEST OF MY KNOWLEDGE AND BELIEF.
'NAME: CERTIFICATION NO:
[SEAL HERE)
DESIGN FIR S 'per- DATE:
SLCCDV FORM NO: 020-00