HomeMy WebLinkAboutDESIGN CERTIFICATION - WIND LOAD COMPLIANCESt. Lucie County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
772462-1553
SCANNED
• BY
St. Lucie Countv
Design Certification for Wind Load Compliance
hia Certifica6an is to be completed by the project design architect or engineer. This Certification must be submitted with all
?plications for building permits involving the construction of now residence (single or multi- family), residential.addition, any
:cessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior
:notations (provided oral no structural walls, columns or other eitnllar component is being effected) and nertnin other minor building
ermits. For further assistance; please contact the Building Inspection Office at 462-1553 or 462-2172.
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�ertifleation Statement:
certify that, to the best of my knowledge and belief, these plans and specifications have been designed to
:omply with the applicable structural portion of the ,Building Codes currently aduptcd and eirforccd by St. Lucie
ounty..I also certify that structural elements depicted on these plans provide adequate resistance to the wind
.oads and forces spcciliva by curicnt code provisions.
DL,,sign Parameters and Assumptions liked: (please check or complete the appropriate box.)
1. Florida Building .CkdeM- 044Mdition _ X_ ASCB 7-98
Z. Building Design is (check one) Enclosed Partially Enclosodl -331M Building _
3. Building Height: N A _ 4. Wind Speed Used in Building Design: �1L3 secoxid'gust
5.'Wind Exposure Classification (refer to exposure tables in Building Code identiIiied in Line 01): C
6. Average Wind Velocity Pressuru on Exterior Facts of Structure _&A—PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure ^PSF
8. Importauce/Use Factor (obtain from Building Code): (.
9. Loads: Floor„ _PSF Ruuildead _PSF RootYlive PSF
10. Were Shear Walls Considered for Structure (check one): Yes _gL No A�_(if No, attach explanation)
11. Is a Continuous ]toad Path Provided (check one): Yes j[j�_ No bI ik (if No, attach explanation)
12. Are Component and Cladding Detail Provided (check one): Yes f4k No h[h_(if No, attacit explanation)
13. Minimum Soil Bearing Pressure: • .d 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:--. soi w C . W-ee"a ip, Certification #: {� I iy 5 5 (Seal Here]
Design Firm: -U�� Date:
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SLCCDV Form W di
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