HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCEAJUIlOC
St. Lucie ..udnty
PUBLIC WORKS DEPARTMErAr,; n•-,
CODE COMPLIANCE DIVISION
2300 Virginia Avenue DEC ! q 7 a�17
Fort Pierce, FL 34982 t
772-462.1553 PER?A1T;r:G
Design Certification for Wind Load Compliallg�, 1e C,. -.z
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This Certification must be completed by the project design a e e er. Yti o e BY
submitted in duplicate with all applications for building pe is it a con o si ceSt LUCI@ County
(single or multi- family), residential addition, any accessory structure requ a bu g Band
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
paygerShutters
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Street Address
200 to El Mar or.
Permit Number
Jensen Beach, FL 34957
Occupancy Type
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 or complete the appropriate box.)
1 Florida Building Code 2014 Edition with 2010 Supplements and ASCE 7 -10
2. Building Design is: Enclosed: X Partially Enclosed: Open Building:
3. Mean Roof Height: 27 Roof Pitch: 4112 Internal Pressure Coefficient: .18
4. Width of End Zone:4' Wind Speed:165 (3 sec. gust)
5. Building Classification Table 1.1. ASCE 710 FBC Table 1604.5 1
6. Wind Exposure Classification: D Adjustment Factor for Exposure & Height: 1.16
7. Components & Cladding Wind Pressure on Roof Zone 1 NIA 2 VA 3 N/A PSF
S. Components & Cladding Wind Pressure on Wall Zone 456.61-60.1 5 6ea1/a1.5 PSF
9. Components & Cladding wind Pressure on Overhead Garage Door N/A PSF
10. Loads: Floor 40 PSF Roof/dead N/A PSF Roof/live N/P 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: N/A Presumptive: By Test: 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: BOWDOIN G. HUTCHINSON Cert#: PE#70878 \\\%II I II////
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Design Firm: BENCHMARK ENGINEERINGTC Date: 12I8117 \��O�a,`GBt1SE y ii
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