HomeMy WebLinkAboutWind Load Calculation St. Lucie County
-- - ---- --_- ---.- =_= =- PUBLIC WORKS DEPARTMENT
CODE COMPLUNCE DIN,ISIONRECEIVED
o� 2300 Virginia Avenue
DLJ Fort Pierce,FL 34982 MAR 3 12020
772-462-1553
Design Certification for Wind Lo d�IPT]Wi�t y, Permitting
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 Missan Homes Office Use Only
Street Address 12 Lake Vista Trail Permit Number
Unit 203 Occupancy Type
Port Saint Lucie,FL 34952 Construction Lee
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 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:NIA
4. Width of End Zone. Wind Speed:165 (3 sec.gust)
5. Building Classification Table 1-1.ASCE 710 FBC Table 1604.5 1
6. Wind Exposure Classification:C Adjustment Factor for Exposure&Height: 98
7. Components&Cladding Wind Pressure on Roof Zone 1 N/A 2 N/A 3 N/A PSF
2 5151
0. .
8. Components&Cladding Wind Pressure on Wall Zone 4 55 55.51-56.3 PSF � ® FOR
9. Components&Cladding wind Pressure on Overhead Garage Door N/A % rYY v��ELIANCE
10. Loads: Floor N/A PSF Roof/dead N/A PSF Roof ive N/A PS 0ODE DOM
11. Shear Walls Considered for Structure? Yes X No (if No,attach&Tnaho�}�M ®����
D
12. Continuous Load Path provided? Yes X No (if No,attach explanation) BOCC
13. Are Component and Cladding Details Provided?Yes X No—(if.No,attach explanation)
LU14. Minimum Soil Bearing Pressure: .N/A Presumptive: By Test: PSF
jAs 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.
BOWDOING. HUTCHINSON PE#70878 ����urrrrrrrrur�''
Name: Cert#: �`��w
Design Firm: BENCHMARK ENGINEERING TC Dam: 3/30/20
70878 : 0
SLCCDV Form#020-00 E�AF
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Revised 5/18/09(CL)
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