HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCESCq
i;udding and Zoning Department UC%C
230o Virzi nia:,venue CUn
Fort Pierce, FL 34982
361-162-15=3
Design Certification for Wind Load Corapliance
This Carifttation is to be completed by the project design arctrkeet or engineer. Tnis C—^tificatioa mus: be submm �i:" zll
applications for building permits involving the construction of new residence (single or multi- family), raidcn6zl addition_ any
xccrssory structure requiring a building permit, and any nonresidential structure. This Ceniftcanon shall not epply to interior
'renovations (provided that no structural walls, columns orothcr similar component is bring effcaed) and certain other minor building
permits. For further assistance, please contact the Building !nspeetion Office at 462-1553'or 462-2172.
project Name
L13. IIJ
Office Use Only
Svcct Address
Permit Number
10`%- l9
Ml zt-l-1 OA{y
Occu anc T c
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 resistance to the wind
loads and forces specified by current code provisions.
Design Parameters and Assumptions Used: (Please check orcomplete the appropriate box.)
1. Florida Building Code 2001 Edition -A -. . ASCE 7-98
r
X. Building Design is (check one) Enclosed X Partially Enclosed Open Building
3. Building fteigitt: Z4-18 41
4. Wind Speed Used in Building Design: t 2A 3 second gust
5_ grid Exposure Classification (refer to exposure tahks,io Building Code identified in Line NL): Sl�bniZ�
6. Average Wind Velocity Pressure on Exterior Faces of Structure STI PSF
7- Peak Wind Velocity Peressure on Exterior Faces of Structure '�'� PSF
8. Importance/Use Factor'(obtnin fmm Building Code): 1.0
9. Loads: Floor PSF Roof/dead -S�& PSF Roof/live 5S PSF
10, Were Shear Walls Considered for Structure (check one): Yes X No if No, attach explanation)
11. Is a Continuous Load Path Provided (check one): Yes x No —(If No, attach explanation)
11 Are Component and Gadding Detail Provided (cbcck one): Yes No ,(if No, attach explannfiotU
13.Minimum Soil Beating Pressure- 250o PSF
An witnessed by my seal, I hereby certify that the Information included with, this certiflcatton' is i
correct, to the best of my knowledge and belief.
Name: R. QUIn[tS fu FAy=R Certification#: I)4y7
n MAR 2 g 2004.
Design Firm: G I esso Date: .
SLCCDt7 Form # 020-00