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Design Certification for Wind Load Compliant
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all
applications for building permits 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 462-2172.
Project Name
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Street Address
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Permit Number
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Type
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Construction Type
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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 Assumptions Used: (Please check or complete the appropriate box.)
1. Florida Building Code 2001 Edition' ASCE 7-98 X
2. Building Design is (check one) Enclosed Partially Enclosed Open Building K
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3. Building Height: 2-0 1 4. Wind Speed Used in Building Design: W�0 3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1):
6. Average Wind Velocity Pressure on Exterior Faces of Structure (v PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure • (p PSF
8. Importance/Use Factor (obtain from Building Code): l�o
9. Loads: Floor PSF Roof/dead ri �PSF Roof/live 0 /k PSF
10. Were Shear Walls Considered for Structure (check one): Yes _ r- No _(if No, attach explanation)
11. Is a Continuous Load Path Provided (check one): Yes 'K No (if No, attach explanation)
12. Are Component and Cladding Detail Provided (check one): Yes No _(if No, attach explanation)
13. Minimum Soil Bearing Pressure: C' 1C7LS-L PSF
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:
Design
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Certification #: _
14AR 0
9 2005
[Seal Here)
SLCCDV Form # 020-00
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BUILDING DIVISION
FOR
REVIEWED BY
DATE L
MUST BE KEPT ON JOB OR
].INS➢.EOTION WILL BE MADE
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All Welded Construction
Between Existing Poles
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
. MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
MAR 9 am
coo THESE PLANS HAS SEEN 1 EME
IN ACCORDANCE WITH THE FLORID&%= MERS OR AAA m,
N BUILDING CODES ° ARE THE RESPONSIBILITY ftE6I.LI3
0'ir.1 L 99A
COgUCTOR OF RECORD
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DISCONNECT SI
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THESE PLANS HAVEBEEN
RNEWED
IN ACCORDANCE MTN THE FLORIDA
CABINETMUM CODE,
TYPICAL SIGN
140 MPH
WIND CRITERIA
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
3/16'
1 112 X 1 112
RETAINER -
FACE
END VIEW
318• X 6. BOOS
(MINIMUM 6 PER SIGN)
EXERUDED A1UMUNIUN
CABINET
JILECOPY
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY Of THE
CONTRACTOR OF RECORD
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