HomeMy WebLinkAboutdesign certSt. Lucie County
PUBLIC WORKS
CODE COMPLIANCE DIVI;
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553
Design Certification for Wind Load
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 building permit, and any
nonresidential structure. This Certification shall not apply to interior renovations (provided Iliat 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.
Pro'ectName
aa�nsrptn
Street Address
253aHarbour Cove Dr.
Permit Number
9
Fort Re¢e, FL
Occupancy Type
d
Construction Type
Y
Certification Statement:
I certify that, to the best of my knowledge and belief, these plans and specifications have been desigued 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 resistsuce to the wind
loads and forces specified by current code provisions. I
Design Parameters and Assumptions Used: (Please check or complete the,appropriate tiox.)
1 Florida Building Code 2017 Edition with 2010 Supplements and ASCE 7 10
2. Building Design is: Enclosed: Partially Enclosed: Open Building: X
3. Mean Roof Height: N/A Roof Pitch: N/A Internal Pressure Coefficient: N/A
4. Width of End Zone:1' Wind Speed: (3 sec. gust)
S. Building Classification Table 1-1. ASCE 710 FBC Table 1604.5 1
6. Wind Exposure Classification: D Adjustment Factor for Exposure & Height, 1 �21
7. Components & Cladding Wind Pressure on Roof Zone Nl /A 2 N/A' 3 N/A PSF
8. Components & Cladding Wind Pressure on Wall Zone 4 60.61-e4.1 570.11-r4s PSF d
9. Components & Cladding wind Pressure on Overhead Garage Door N/A PSjjjj F
10. Loads: Floor40 PSF Roof/deadN/A PSF Roof/IiveN/A iPSF 7
11. Shear Walls Considered for Structure? Yes X No _ Of 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 certscation is true and
correct, to the best of my knowledge and belief. 1;I
Name: BOWDOIN G. HUTCHINSON Cert #: PE# 70878 \\\�\r.`!11 H U T 1
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Design Firm: Date:
BENCHMARK ENGINEERING TC 1/21/20
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SLCCDV Form # 020-00 i •� �• �
Revised 5/18109 (CL) ��i -PO ' Fl
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