HomeMy WebLinkAboutDESIGN CERTIFICATION WIND LOAD COMPLIANCESt. Lucie County
_m PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE DIVISION
ED
2300 Virginia Avenue SCANNED
p* [� v * Fort Pierce, FL 34952 BY
772-462-1553
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Design Certification fof• WindL"oad Compliatt%Lucle County
This Certification must be completed by the project design architect or engineer. This Certification must be
submitted in duplicate 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 exterior
structural walls, columns or other components are being affected) and certain other minor building permits. For
further assistance, please contact the Building Inspection Office at (772)462-2172.
Project Name
Street Address
2y 3 3r L ouE'iscvr>
Permit Number
OccupancyT e
Construction T e
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 20_0:I—Edition with 200 Supplements and ASCE 7 - OS
2. Building Design is: Enclosed: Partially Enclosed: Open Building:
3. Mean Roof Height: /2' Roof Pitch: 5/ Z Internal Pressure Coefficient:
4. Width of End Zone: 3 0" Wind Speed: / (3 sec. gust)
5. Building Classification Table 1-1. ASCE 7 FBC Table 1604.5 VB
6. Wind Exposure Classification: B Adjustment Factor for Exposure & Height: /. 0
7. Components & Cladding Wind Pressure on Roof Zone 02.3 2 S- 2 3- .1 PSF
S. Components & Cladding Wind Pressure on Wall Zone 4:,M, 0 5'N0. 7 PSF
9. Components,& Cladding wind Pressure do Overhead Garage Door N1A PSF
10. Loads: Floor yO PSF Roof/dead /0 PSF Roof/live0 PSF
11. Shear Walls Considered for Structure? Yes X No (if No, attach explanation)
12. Continuous Load Path provided? Yes x— No _ (if No, attach explanation)
13. Are Component and Cladding Details Provided? Yes x No _ (if No, attach explanation)
14. Minimum Soil Bearing Pressure: 200 Presumptive: ` x By Test: PSF
As witnessed bg�3'alI neteb c rtif} that the information included with this certification is true and
my knoge w a belie:,
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� Name• _ _ 7 Cert #•
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Design Firm: - !-��<.--',. _- ..- ..�,.b.... Date- 7120110
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SLCCDV Form # 020-00
Revised 5/18/09 (CL)
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