HomeMy WebLinkAboutDesign Certification for Wind Load Compliance2
,4
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-6852
581r462-1653
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
forAuilding 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 of tided) and certain other minor building permits. For further assistance, please contact
the Building Inspection Office et 462-1553 or 462-2172.
T NAME
ADDR9351
PERMIT
TYPE
CERTIFICATI N STATEMENT..
. CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
CURRENTLY ADOPTED AND ENFORCED BY ST, LUCIE COUNTY. I ALSO CERTIFY
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
THAT
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LSTRUCTURAL ELEMENTS
OADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
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1• STANDARD BUILDING CODE 1997 EDITION r
ASCE 7-95 OTHER SP
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED
3, BUIL61NO HEIGHT: ZS FT 4
PARTIALLY ENCLOSED OPEN BUILDING
WIND SPEED USED IN BUILDINr, npclr-u.
°. WIND EXPOSURE CLASSIFICATION (REFER TO EXposURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01);
8, AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
S. IMPORTANCE/USE FACTOR (01rTAtN FROM BUILDING CODE): / ► 15
9. LOADS: FLOOR PSF ROOF/DEAD:
_1el�) PSF 10. WERE SHEAR WALLS CONSIDERED FOR
explaination) STRUCTURE rcHegc ONE) YES V
/
11_ IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE)
YES.Z
12, ARE COMPONENTAND CLADDING DETAILS PROVIDED (CHEcK oNE)
explalnatlon)
- -I ho — MPH
Z PSF
aqs� PSF
ROOFILIVE: 2,0 PSF
No — If NO. why? (attach
NO If NO, why? (attach expfaination)
YES VZ NO If NO, why? (attach
13. MINIMUM SOIL BEARING PRESSURE: 2500
PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH TK[S' v
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. REF: fIF'4pATION
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_CERTIFICATION Nd: J ,J (�'`7�C+
DESIGN FIRM: L)/(J /I/1 DATE: [SEAL HERE]''
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