HomeMy WebLinkAboutDESIGN CERTIFICATION - WIND LOAD COMPLIANCE66191
St. Lucie County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
-1724624553
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St. Lu "y
--cie county
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 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 dig no structural walls, columns or other similar component is being effected) and certain other minor building
permits. For firither assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
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Project Name
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Street Address
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Pertnit Number
9'
1 Occupancy Type
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Construction Type
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 re . tance to the wind
loads and forces specified by current code provisions.
Desien Parameters and Assumptions Use V:Please check or complete th pp �atclb x.)
1. Florida Building Code 2004 Edit--- ASCE 7- 1
2. Building Design is (check one) Enclosed V Partially'"Clos Open Building
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3. Building Height: Z-5 4. Wind S I *ng Design: 14votipLi second gust
1% d* %
ore I g
5. Wind Exposure Classification (refer to expos n Code identified in Line #1): C-
6. Average Wind Velocity Pressure on Exterior Faces of Structure PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure
PSF
S. Importance/Use Factor (obtain from Building Code): 1.0
9. Loads: Floor PSIT Rool7dead -25 PSF Roofflive
PSF
10. Were Shear Walls Considered for Structure (check one): Yes V
No if No, attach explanation)
11. is a Continuous Load Path Provided (check one): Yes No _
(if No, attach explanation)
12. Are Component and Cladding Detail Provided (check one): Yes %,"
No—OfNo,attacherplanation)
13. Minimum Soil Bearing Pressure: 2506 PSF
As witnessed by my seal, I hereby certify that the information included
with this certification is trua and
correct, to the best of my knowledge and belieE
Name: 17, C.J" Aaz UAFPS I �-) C- Certification #:
A&S 2-9 (Seal Here]
Design Firm:-2t'C-1q'&!LQ 06b'JC'I 0 C. Date: ID 1-0
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SLCCDV Form 020-00 1015105 dmg
rev.
4