HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE�G�E ic�U ST. LUCIE COUNTY PUBLIC WORKS
BUILDING S ZONING'DEPARTMENT
2300 VIRGINIA AVENUE
SCANNED FT. PIE 82-5652
561-462-1 53
• BY
btg-r N ERTIFICATION FOR WIND LOAD COMPLIANCE
This Certifi tion is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
for building rmit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring
a building lermit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
walls, colu s or other similar component is being effected) and certain other minor building permits. For further assistance, please contact
the Buildin Inspection Office at 462-1553 or 462-2172.
I
OFFICE USE ONLY
PROJEC
II NAME
STREET
I DDRESS
PR NUMBER
1OCCP.
PERMIT NUMBER
TYPE
CST. TYPE
I CERTI Y THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN D SIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRE TLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICT D ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CUR ENT CODE PROVISIONS.
1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-95- OTHER (SPECIFY)
2. 1UILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. UILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING DESIGN: MPH
i
5. IND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01):
6. VERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
7. :PORTANCE/USE
K WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF8. FACTOR (OBTAIN FROM BUILDING CODE):
9. ,TOADS: FLOOR PSF ROOF/DEAD: PSF ROOF/LIVE: PSF
10. RE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO _- If NO, why? (attach
explainati )
11. S A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES _ NO ._ If NO, why? (attach explaination)
12. RE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES _ NO • If NO, why? (attach
explainati n)
13. 1rAiNIMUM SOIL BEARING PRESSURE: PSF
AS WIT ESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS -CERTIFICATION
IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
`��� C
NAME. ��6�CERTIFICATION NO:
?[SEAL HERE]
DESIGNIFIRM: DATE:
SLCCDV FORM No: 02040