HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561462-1553
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 requiting
a building permit, and any nonresidential structure. This Certification shall not apply to Interior renovations (providod that no structural
wails, cDlumns or other similar componant,is being effected) and certain other minor building permits. For further assisance. please contact
ik the Building Inspection'Office at 462-1553 or 462-2172.
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 V 11<5 LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
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1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-95 OTHER (SPECIR F a
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2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED `; •..,OPEN BUILDING
3. BUILDING HEIGHT: FT, • WIND SPEED USED IN BUILDII`j DES C.:: e'er MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01):
6. AVERAGE WIND VELOCITY PRESSURE ON•EXTERIOR.FACES OF STRUCTURE: U-L PSF
7. PEAK .WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
a. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): �•
• 9. LOADS: FLOOR /40 PSF ROOF/DEAD: 20 PSF ROOF/LIVE:.>. 30 PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES ' NO_ If NO, why? (attach
explaination)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO a It'NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES 4--' NO _ If NO, why? (attach
explaination)
! 13. MINIMUM SOIL BEARING PRESSURE: 211610 PSF
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AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF:
NAME: -Tff-d 160S J • TW04 P64ERTIFICATION NO: 253"'(f — Al)i—�
DESIGN FIRM: DATE:
s Dv oRM Na o2000
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